View Bid Results For Puddle Flanges Tenders

We found 144 Bid Results related to puddle flanges tenders. You can find Contractor details who won puddle flanges tenders along with contract details in Bid awards announcements section.

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Showing 1–3 of 144 tenders matching your filters
1.
Drinking Water Supply and Sanitation #11440764 Technical Bid
It Component And Other Works Of Truck Terminal At Panjapur; 1 SECTION 1.00 ELECTRICAL PANAL 2 MV panel - 1 Incomer-630A4PMCCBOutgoing-200ATPNMCCB-2 Nos,160 A TPN MCCB-1 Nos, 100 A TPN MCCB-2 Nos,40A TPN MCCB -3 Nos, ALUMINUM BUS, POWDER COATED ENCLOSER, R,Y, B INDICATION, MFM, (MCCB-L&T & ABB, Accessories – Reputed Make) 3 MV panel - 2 Incomer-630A4PMCCBOutgoing-400ATPNMCCB-1 Nos,160A TPN MCCB-3 Nos,,100A TPN MCCB-2 Nos, ALUMINUM BUS,POWDER COATED ENCLOSER , R,Y,B INDICATION, MFM, (MCCB-L&T & ABB, Accessories –Reputed Make) 4 ACCP-1,6STAGEAPFCPANEL75KVAR,ALUMINUM BUS, POWDER COATED REPUTED BRAND (MCCB, MCB,POWER CONTACTOR - L&T & ABB, Capacitor and APFC relay–Reputed Make) 5 Commercial block –GROUND FLOOR Incomer: 200A 4 P MCCB -1 nos Outgoing-10a sp mcb+elcb+32a fuse carrier+ meter compartment- 24nos 32a sp mcb+elcb+32a fusecarrier+metercompartment-4nos(MCCB& ELCB,MCB - L&T & ABB, Accessories –Reputed Make) 6 Commercial block -1ST FLOOR Incomer: 125A 4 P MCCB -1 nos Outgoing-10a sp mcb+elcb+32a fuse carrier+ meter compartment- 10nos 32a sp mcb+elcb+32a fusecarrier+metercompartment-6nos(MCCB& ELCB,MCB - L&T & ABB, Accessories –Reputed Make) 7 UTILITYPANELCommercialblockIncomer:160A4P MCCB -1 nos Outgoing:100A TPN MCCB-2 Nos, 40A TPN MCB -2 Nos, 40A DP MCB -1 Nos, ALUMINUM BUS,POWDERCOATEDENCLOSER(MCCB&,MCB- L&T & ABB, Accessories – Reputed Make) 8 UTILITY PANEL – DORMITORY BLOCK Incomer: 400A 4 PMCCB-1nosOutgoing:160ATPNMCCB-4Nos,100A TPNMCCB-5Nos,63ATPNMCCB-3Nos,ALUMINUM BUS,POWDER COATED ENCLOSER (MCCB-L&T & ABB, Accessories –Reputed Make) 9 EXTERNALLIGHTINGPANEL-1Incomer:160ATPN MCCB -1 nos Outgoing:63A TPN MCB-5 Nos,32A DP MCB -3 Nos, ALUMINUM BUS,POWDER COATED ENCLOSER (MCCB-L&T & ABB, Accessories –Reputed Make) 10 EXTERNALLIGHTINGPANEL-2Incomer:160ATPN MCCB-1nosOutgoing:63ATPNMCB-3Nos,32ADP MCB-2Nos,ALUMINUMBUS,POWDERCOATED ENCLOSER(MCCB-L&T&ABB,Accessories–Reputed Make) 11 SUB LT PANEL DORMITORY BLOCK Incomer: 160A 4P MCCB -1 nos Outgoing:40A TPN MCB-5 Nos,40A DP MCB -5 Nos, ALUMINUM BUS,POWDER COATED ENCLOSER (MCCB-L&T & ABB, Accessories –Reputed Make) 12 LIFTPANELIncomer:100ATPNMCCB-1nos Outgoing:100A TPN MCCB-1 Nos,6A SP MCB -3 Nos,16A SPMCB-3Nos,ALUMINUMBUS,POWDERCOATED ENCLOSER(MCCB-L&T&ABB,Accessories–Reputed Make) 13 HV METRING PANEL 630A 11KV OUTDOOR TYPE VCB SP PANEL WITH CT, PT FOR MEASUREMENT AND PROTECTION 14 11KV VCB 3 phase PANEL LINE UP OUTDOOR 1 INCOME, 2 OUTGOING 15 LTISOLATOR630A4PISOLATORPANELOUTDOOR TYPE 16 Supply, errection, testing and commissioning of 11 KV, 25 KA,630A,HTOutdoorThreePanelRingMainGear complete 17 Supply, errection, testing and commissioning of Fire FightingElectricalControlPanelof15HP,415V,50Hz RatingWallMountedTypefabricatedusingCRCAsheet, hinged lockable door, dust and vermin proof with following provisions:Supply, errection, testing and commissioning of Fire Fighting ElectricalControlPanelof15HP,415V,50HzRating Wall Mounted Type fabricated using CRCA sheet, hinged lockable door, dust and vermin proof with following provisions: a. 63 Amps, 4 Pole MCB - Incomer, 6 Amps, 2 Pole MCB for Control Circuit - 1 set b. R, Y, B Phase Indication Lamp, Volt Meter (0 - 500 V), Ammeter (0 - 50 A), Volt Meter Selector Switch- 1 set c. 32 Amps Power Contactor with 230 V Coil, 14 - 23 Amps Over Load Relay - 1 set d. Single Phase Preventer - 1 No. e. Indication Lamp for Motor ON / OFF / TRIP - 1 set f. AUTO / MANUAL Selector Switch, ON / OFF Push Button - 1 set g. Add On Block, Terminal Block, Power Wiring, Control Wiring, Connectors, Cable Lugs, Slotted Cable Cover The above panel mounted on wall using anchor fasteners 18 SECTION 2.00 EARTHEN ROD 19 5 Mtr depth for each earth pit which includes 40mm dia GI Pipe,25X5mmCopperStrips,andcopperearthplateof size 125mm x 50mm x 6mm 20 SECTION 3.00 PUDDLE FLANGE 21 Supply, delivery and fixing following puddle flange including cost of materials and following charges etc. complete. As directed by the departmental officers. 22 50NB x 600mm Pipe L one side Flange & Plate GI 23 65NB x 600mm Pipe L one side Flange & Plate GI 24 80NB x 600mm Pipe L one side Flange & Plate GI 25 100NB x 600mm Pipe L one side Flange & Plate GI 26 200NB x 600mm Pipe L one side Flange & Plate GI 27 80NB x 600mm Pipe L one side Flange, One side thread & Plate GI 28 100NB x 600mm Pipe L one side Flange, One side thread & Plate GI 29 150NB x 600mm Pipe L one side Flange, One side thread & Plate GI 30 300NB x 600mm Pipe L one side Flange, One side thread & Plate GI 31 SECTION 4.00 LANDSCAPING 32 SUPPLY AND FIXING THE MEXICAN CARPET / KORIEN LAWN : New Soil preparation like root regulators, vermin, DAP compost, pest control, weeds control, water irrigation and laid with Mexican carpet lawn. 33 PlantingofDurantanewgoldPlantornamentalfoliage shrub variety of height 30-45cm in polythene bagof size 6x7inchincludingloadingandunloadingcharges, transportation,stackingofsaplingsatsite,earthwork excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 34 supply and fixing ofDuranda Gold (Large) including All charge etc compleded 35 Supplying and Planting of Hibiscus tilliaceus tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the deparment incharge 36 supply and fixing of Exora including transport including all charge etc 37 supply and fixing of Bycuss Tree Plantincluding transport including all charge etc 38 supply and fixing of Royal Parms including transport including all charge etc 39 supply and fixing of Aricka Parms including transport including all charge etc 40 supply and fixing of Mosanda including transport including all charge etc 41 Planting of Asparagus myuri ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch includingloadingandunloadingcharges,transportation, stacking ofsaplings atsite, earthwork excavationof required size,planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 42 supply and fixing of Adineeyam including transport charge etc complete 43 supply and fixing of Gulmahar Tree Plant including transport charge etc complete 44 PlantingofTecomacapensisfoliageshrubvarietyof height 30-45 cm in polythene bag of size 6x7 inch including loadingandunloadingcharges,transportation,stackingof saplingsatsite,earthworkexcavationofrequiredsize, plantingofsapling,refillingofexcavatedearthetcas directed by the site in-charge. 45 PlantingofCycusrevoluta21-30 Leavesornamental foliageSpecimenplantvarietyofheight105-120cmin polythenebagofsize16x16inchincludingloadingand unloadingcharges,transportation,stackingofsaplingsat site,earthworkexcavationofrequiredsize,plantingof sapling, refilling of excavated earth etcasdirectedby the site incharge. 46 supply and fixing of Neem Cake including transport charge etc complete 47 Supply of Vermicompost in powder form, devoid of impuritiesandothermaterials,nutrientdenseandwhich supports plant growth including cost of transportation 48 FOUNTAINSUPPLYANDFIXINGFOUNTAINBOTTOM WITH BASE AS PER DESIGN INCLUDING ALL LABOUR AND MATERIAL ETC. 49 SECTION : 5 IT COMPANANT 50 INDOOR & OUTDOOR SURVEILLANCE 51 Supplyandfixingof5.0MPIPOutdoorCamerawith necessary fitting including labour cost,etc complete 52 Supply and fixing of 4.0MP IP PTZ CAMERA with necessary fitting including labour cost,etc complete 53 Supply and fixing of ANPR CAMERA with necessary fitting including labour cost,etc complete.Similar to dahua technologyITC431- RWIF-IRLS 4 mp outdoor network link line plate bullet Camera. 54 Supply and fixing of NVR 32 CH with necessary fitting including labour cost,etc complete 55 Supply and fixing of NVR 8CHwith necessary fitting including labour cost,etc complete 56 Supply and fixing of 8TB HARD DISK complete 57 Supply and fixing 8 PORT POE SWITCH complete 58 Supply and fixing 24 PORT POE SWITCH complete 59 Supply and fixing CAT6 ARMOURD CABLE complete 60 Supply and fixing OFC CABLE 12CORE Armourd complete 61 Supply and fixing OFC CABLE 6 CORE Armourd complete 62 Supply and fixing Outdoor Rack complete 63 Supply and fixing of 3 Core 4 Sqmm Armourd Cable complete 64 Supply delivery and erection for following Networking Accessories, DB, Rack indoor , LIU, Media Converter, SFP, Pigtail, Cable Manager, Connectors etc , complete as direected by the departmental officer 65 Network Accessories 66 16 Port Gigabit Unmanaged Network Switch with 2 SFP (Including Module & Pigtail) 67 Fiber Patch Panel 12 Port 68 LC/LC Single Mode / Multi mode Patch Cord 2mtr 69 Pigtails Single Mode / multi mode Cord LC type for Fiber Patch Panel 70 CAT 6A UTP Armoured Cable 71 CAT 6A UTP 2 mtr Patch Cord 72 CAT 6A Modular 24 Port Patch Panel fully loaded 73 Fiber Single Mode Cables 12 Core Armoured 74 Supply delivery and erection for following NETWORK VIDEO RECORDER FOR CCTV HIGHER END etc , complete as direected by the departmental officer 75 4 Channel - 1 SATA 76 8 Channel - 1 SATA (1 No. Hard Disk) 77 16 Channel - 2 SATA (2 Nos. Hard Disk) 78 32 Channel - 2 SATA (2 Nos. Hard Disk) 79 Supply delivery and erection for following LAN NETWORK SWITCHES - HIGHER ENDFully Managed 10 / 100 / 1000 Layer-3 with 10G Uplink - Higher End 80 24 Port 81 24 Port with Fibre Port 82 48 Port 83 Supply delivery and erection for following MEDIA CONVERTER FOR OPTICAL FIBRE CABLE HIGHER END complete as direected by the departmental officer 84 Single Mode 85 Multi Mode 86 Supply delivery and erection for following I/O SOCKET - HIGHER END complete as direected by the departmental officer 87 RJ-45 88 RJ-11 89 CAT 6 PVC Module Box 90 Face Plate Single Socket RJ-45 91 Face Plate Dual Socket RJ-45 92 Face Plate Quad Socket RJ-45 93 Supply delivery and erection for following HARD DISK FOR NVR - HIGHER END complete as direected by the departmental officer 94 2 TB 95 4 TB 96 6 TB 97 8 TB 98 Supply delivery and erection for following RACK WITH ACCESSORIES - HIGHER END complete as direected by the departmental officer 99 2U Rack 100 4U Rack 101 6U Rack 102 9U Rack 103 12U Rack 104 36U Rack 105 42U Rack 106 Fan extra for the above rack 107 Supply delivery and erection for following Cable Management Box with Cover complete as direected by the departmental officer 108 CABLE MANAGEMENT SYSTEM 109 50mm x 80mm Cable box with cover 110 150mm x 105mm Cable box with cover 111 b. Divider 112 c. Cover Joint 113 d. End Cap 114 e. Joint for Top Part 115 f. Joint for Bottom Part 116 Supply and fixing of Pole 6 Mtrs with footing includng cost of excavation.Pcc,etc complete 117 Supply and fixing of Pole 8 Mtrs with footing includng cost of excavation.Pcc,etc complete 118 Supply and fixing of 15KVA Online UPSnecessary fitting including labour cost,etc complete 119 SupplyandFixingofIPSANwithHDDforSecodary Recording 1 day 120 SupplyandFixingofVMS-IncludingEnterance&Exit ANPR, Surveillance, Parking availability, Parking Mangement, Duration and Payment Calculation 121 Supply and Fixing of VMS Server including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 122 Supply and Fixing of VMS Workstation for Operation including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 123 INTERACTIVE TOUCH PROFESIONAL DISPLAY, ACTIVE LED VIDEO WALL AND VIDEO CONFERENCING SYSTEM 124 65”, 4K, Andriod-13, INTERACTIVE TOUCH Professional Display with USB-C, HDMI-In & Out. 125 Professional 4K, All-In-One VC Camera bar, extension TABLE MIC, AI face tracking and auto zooming 126 4K, 12x Optical,5x Digital, Total 60x Zoom, Professional PTZ VC Camera:-Built-In Microphone Array, Speaker Tracking. 127 Full HD, 20x Optical, Professional PTZ VC Camera. 128 Outdoor Active LED Video wall with Pixel Pitch of 4mm, MS Cabinets, Receiving Cards and Control Processor. 129 Supply and Fixing of following UHF WIRELESS CONFERENCE MIKE SYSTEM including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 130 UHF Wireless WAP access point ( Supports both Audio system and Camera system ) 131 Supply and Fixing of following OUTDOOR PA SYSTEM including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 132 Supply and fixing of IP Speaker Outdoor 133 Supply and fixing IP Server , Broad Cast 134 Supply and fixing IP Phone 135 Supply and Fixing of following OUTDOOR PARKING SOLUTION including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 136 Supply and fixing of AI Camera for Parking Availability 137 Supply and fixing of LED Display for Vehicle Availability 138 Supply and fixing of 55 4K UHD for Parking availability with connecting Cable 139 Supply and fixing of Work Station at Security Room 140 Supply and Fixing of following INDOOR SURVEILLANCE including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 141 Supply and fixing of CAT6 INDOOR CABLE including labour cost 142 Supply and fixing of 25.4mm pipe for cable laying including labour cost 143 Supplyandfixingof 3Core4SqmmArmourdCable includinglabour cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 144 Supply and Fixing of following IINDOOR PA SYSTEM including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 145 Supply and fixing of 15W Speaker Indoor 146 Supply and fixing of 120W Mixer Amplifier 147 Supply and fixing of240W Power Amplifier 148 Supply and fixing ofCordless Mic UHF 149 Supply and fixing of2 Core 1.5 Sqmm with neatly finishing 150 Supply and fixing of 25.4mm pipe for cable laying including labour cost 151 Supply and Fixing of followingAnalog to IP Module including cost of material and all other charges etc., Completed as Directed by the departmental Engineer. 152 Indoor system 153 Outdoor system 154 INDOOR CONTROL ROOM 155 Supplyandinstallationof2TonA/CwithSteblizer& Accessoriesincludingmaterialconveyance,labour complete as per engineer incharge 156 GST amount as applicable (18 %)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
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2.
Drinking Water Supply and Sanitation #11257813 AOC
Tender For pipe water supply To Paraja Limka Village:- Paraja Limka Gp Padampur Under Koraput Block Under Dmf(2023-24) Programme.- 1 CONSTRUCTION OF 50,000 LTR Capacity RCC OGR 2 Designing , construction, testing and commissioning of 50,000 ltr capacity circular shape flat bottom with domb shape RCC on the ground reservoir(OGR) including supplying , fitting, fixing of M.S and aluminuim ladder , water level indicator, lightening arrester 1 nos. 80 mm CI puddle collar-4, 2 nos. CI MH cover, Inlet & Outlet arrangement with 80 mm dia GI pipe - 18 mtr and soil testing & drawing design etc. testing of the joints all complete fitting and fixing 80 CI sluice valves-2 Nos, Sluice valve chamber -2 nos of standard make providing CC M-25 for RCC work with 20mm & down grade size hg chips with 20mm thick cement plater over the cement concrete work, cement punning over plaster surface and painting 2 coats of water proofing weather coat etc. all complete as per approved drawing and design as per direction of Engineer-in-Charge. 3 CONSTRUCTION OF PUMP HOUSE 4 Supplying all labour, T&P and materials for earth work excavation in foundation in all kinds of soil with all lead & lift including dressing the sides & levelling the bed of the foundation as directed by the Engineer-in-charges complete as per specification & direction of the Engineer-in-charge. 5 Supplying all labour, T&P and materials and providing Cement Concrete (1:4:8) in foundation and plinth with 4cm. H.G.Stone metal with cost, conveyance, royalty, taxes of all materials required for the work as per specification & direction of the Engineer-in-charge. 6 Supplying all labour, T&P and materials and providing R.R. H.G.Stone masonary with C.M.(1:6) in foundation and plinth with granite stone including cost, conveyance, labour, tax, royalty of materials to worksite complete as directed by the Engineer-in-charge. 7 Supplying, filling in foundation & plinth with sand in 15cms. (9) thick layers with the cost conveyance royalties, taxes of the materials complete as per specification and direction of the Engineer-in-charge 8 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compacting concrete watering and curing for four weeks, finishing the exposed surface smooth including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect .as per specification and direction of the Engineer-in-charge.(Plinth Bend) 9 Supplying all materials, labour, T&P and providing Brick work with C.B Bricks in c.m (1:6) in superstructure using well burnt C.B bricks of size 23cm x 11cm x 8cm including cost, conveyance, royalty of all materials as per specification and direction of the Engineer-in-charge. 10 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect but excluding cost of MS Rods or Tor Steel and binding wires of 18 to 20 gauge as per including the cost of required quantity of centering and shuttering as per the dirction of the Engineer in Charge. 11 Lintel 12 Chajja 13 Straightening bend up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor Steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works including cost, conveyance and taxes of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc, complete in all floors as per specification and direction of the Engineer-in-charge. 14 Cost of M.S doors and windows : 15 Labour for fitting & fixing M.S. choukath to door & windows including making holes in the brick wall and fixing the clamps by using C.C (1:2:4) by using 12mm. size h.b.g chips with all cost, conveyance, labour, T&P etc., required for the work complete as per specification and direction of the Engineer-in-charge. 16 Supplying all materials, labour, T&P and providing 12mm (1/2) thick cement plaster (1:6) finished smooth with cost and conveyance of all materials as per specification and direction of the Engineer-in-charge. 17 Supplying all materials, labour, T&P and providing C.C. (1:2:4) work using 12mm size hard black broken granite stone chips including cost, conveyance, royalty & taxes etc, complete in all respect but excluding cost of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge as per specification and direction of the Engineer-in-charge. 18 Providing, fixing tiles in dados skirting and risers of steps on 12mm. thick cement plaster(1:3) jpinted with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 19 Providing & fixing (Glazed) tiles in all floor & treads of steps & landing on 25 mm thick bed of cement mortar in proportion (1:1) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 20 Supplying all materials, labour, T&P and providing 20mm (3/4) thick cement plaster (1:6) finished smooth to out side of stone work after raking out the joint including, watering and curing with cost and conveyance of all materials and labour with T&P ,all taxes and royalties etc., complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 21 Supplying all material, labour, T&P and providing grading concrete with C.C(1:2:2) using 06mm. Size hard stone broken chips of approved quality including hpisting and laying not exceeding 25mm. thick with proper packing and required slope, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect as per specification and direction of the Engineer-in-charge. 22 Supplying all labour, T&P and materials and finishing walls with two coats of weather coat over a coat of white wash with good shell lime with cost, conveyance, royalties and taxes of all the materials and labour with T&P required for the work etc, complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 23 Painting two coats with any approved paint to new wood work and iron work including sand papering, polishing the surface, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect including the the cost of appoved paint as per specification and direction of the Engineer-in-charge. 24 LAYING OF RISING MAIN 25 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 26 In all kind of Soil : (500.00mtr x 0.38mtr x 0.90mtr) 27 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 28 90 mm HDPE Pipe PE-80 PN-6 29 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 30 In all kinds of soil : 31 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 32 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 33 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 34 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 35 LAYING OF DISTRIBUTION SYSTEM 36 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 37 In all kind of Soil : (800 mtr x 0.38mtr x 0.90mtr) 38 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 39 63 mm HDPE Pipe PE-80 PN-6 40 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 41 In all kinds of soil : 42 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 43 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 44 100 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 45 80mm CI NR Valve IS- 14846/2000 PN-1.00 46 15 mm dia CISingle Air Valve IS 14845/2000 47 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 48 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 49 Air Valve Chamber(Size 0.75mtr x 0.75mtr x 1.15mtr) 50 Supplying all materials, labout T&P pipes, fittings, push/rotary type water tap for construction of RCC single mouth stand post of size 250x250 mm platform of 1050x1050 mm with 3000 mm waste water drain as per approved drawing design and specification with CC M20 unsing 12 mm size h.g.c.b chips of approved quality from approved quarry including hoisting, laying and compacting and finishing the exposed surface smooth watering and curing including earth work in excavation in hard soil and rigid smooth centring and shuttering for cement concrete works along with MS Rainforcement as per specification including cost, royalty and conveyance charges of all materials etc. complete directed by Engineer in Charge. 51 Transporting and supplying all materials, labour T&P, fabricating, fitting and fixing with specials at the site using Electric resistance welded pipes of reputed make (TATA / Zindal ), confirming to IS 1239 (P-1) 2004, IS 1978 & IS 3598, medium quality & standard weight, including cutting the pipes & flanges, drilling the bolt holes in the flanges, matching the pipes and flanges and jointing with proper gradient & alignment, welding with arc welding using electrodes with power generated by using mobile diesel generator set, etc. complete as per direction of Engineer in charge, including painting two coats with black anti-corrosive paint over one coat of primer, all cost, conveyance, taxes of paints, cost of fittings as T, Bend, Offsets, Nuts and bolts, Leather packing etc. but including the cost of flanges and required earthwork, cutting holes in masonry works etc. 52 80 mm dia G.I pipe 53 INTERNAL ELECTRIFICATION 54 Supplying the following materials ,required labour and T &P and providing internal electrification to pump house as required at site including commisioning and testing as per the direction of the Engineer in Charge. 55 Surface wiring to light point in 20mm dia PVC cond. Pipe on MS board wiyh 3mm thick mulltistand copper wire. 56 a. Short point 57 b. Medium point 58 Surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 59 surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 60 Medium point 61 B.H. Fitting including all connection. 62 63 AMP 440 V ICTPN main switch 63 3 nos 63 Amp kitkat fuse on MS Board. 64 32 Amp main switch with all connections 65 Sub- main wiring 4 x 4mm2 copper wire with in 20mm dia pvc conduit. 66 Sub- main wiring 2 x 2.5mm2 copper wire with in 20mm dia pvc conduit. 67 Standard earthing in 38mm dia 3mtr long GI pipe with No 8 GI wire including all connections. 68 4 x 40 W F.L. Fitting complete with tube. 69 25 x 5 mm thick iron FL frame , ( 6.5 ft x 2.5 ft ) embeded on wall with all consumable materials like cement chips painting etc including all connections with PVC paint, flexible pipe,copper cable etc. 70 15 Amp switch and socket on 10 x 12 size MS board with all connections 71 RYB phase indicator with control 5 Amp F.T. switch with all connection. 72 5 Amp plug point on separate board fixed with 7 x 4 MS box with lylem cover with necessary connection. 73 Short point 74 10mm2 4 core cable 75 Ceiling Fan 76 PUMPING UNIT 77 Supplying installing, testing & commissioning of suitable vertical Sumersible pumping set of any repurted make such as KSB/Crompton/Greaves/ Kirloskar CRI/Suguna etc with energy efficient motor with ISI mark to run in 3 phase AC supply capble to discharge clear water from Intake well @2.85 lps against a total head of 80 mtrs. along with suitable pannel board of reputed make with ISI mark and 3 core flat submersible cable of reputed make with ISI mark . 78 5.00 HP 79 Supplying Testing ,and installation of suitable control pannel Board for suitable vertical submerssible pump and motor set with reputed ISI make. 80 Make BCH/L & T/Havels 81 Supplying, fitting & testing of 6mm2 three core flat submerssible electric cable reputed ISI make Finolex/BCH/Havells 82 Supplying, fitting & testing of required assessories like G.I R/S, stainless Steel nipple, G.I bend,wire ropw all of heavy quality with M.S calmp, MS bore cover etc. as required at site to complete the installation of the pimp set etc. complete in all respect. 83 Supplying of 50 mm dia HDPE suction pipe for lowering of pump & motors etc Please Enable Macros to View BoQ information
Contract Date: Jun 09, 2026 Contract Value : ₹ 15.06 Lakh
Government Departments No of Bidders 9
Odisha View Result →
3.
Drinking Water Supply and Sanitation #11249728 AOC
Tender For pipe water supply To Kumar Limka Adivasi Sahi & Kumar Sahi Village:-Kumar Limka Adivasi Sahi Gp Padampur Under Koraput Block Under Dmf(2023-24) Programme- 1 CONSTRUCTION OF 50,000 LTR Capacity RCC OGR 2 Designing , construction, testing and commissioning of 50,000 ltr capacity circular shape flat bottom with domb shape RCC on the ground reservoir(OGR) including supplying , fitting, fixing of M.S and aluminuim ladder , water level indicator, lightening arrester 1 nos. 80 mm CI puddle collar-4, 2 nos. CI MH cover, Inlet & Outlet arrangement with 80 mm dia GI pipe - 18 mtr and soil testing & drawing design etc. testing of the joints all complete fitting and fixing 80 CI sluice valves-2 Nos, Sluice valve chamber -2 nos of standard make providing CC M-25 for RCC work with 20mm & down grade size hg chips with 20mm thick cement plater over the cement concrete work, cement punning over plaster surface and painting 2 coats of water proofing weather coat etc. all complete as per approved drawing and design as per direction of Engineer-in-Charge. 3 CONSTRUCTION OF PUMP HOUSE 4 Supplying all labour, T&P and materials for earth work excavation in foundation in all kinds of soil with all lead & lift including dressing the sides & levelling the bed of the foundation as directed by the Engineer-in-charges complete as per specification & direction of the Engineer-in-charge. 5 Supplying all labour, T&P and materials and providing Cement Concrete (1:4:8) in foundation and plinth with 4cm. H.G.Stone metal with cost, conveyance, royalty, taxes of all materials required for the work as per specification & direction of the Engineer-in-charge. 6 Supplying all labour, T&P and materials and providing R.R. H.G.Stone masonary with C.M.(1:6) in foundation and plinth with granite stone including cost, conveyance, labour, tax, royalty of materials to worksite complete as directed by the Engineer-in-charge. 7 Supplying, filling in foundation & plinth with sand in 15cms. (9) thick layers with the cost conveyance royalties, taxes of the materials complete as per specification and direction of the Engineer-in-charge 8 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compacting concrete watering and curing for four weeks, finishing the exposed surface smooth including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect .as per specification and direction of the Engineer-in-charge.(Plinth Bend) 9 Supplying all materials, labour, T&P and providing Brick work with C.B Bricks in c.m (1:6) in superstructure using well burnt C.B bricks of size 23cm x 11cm x 8cm including cost, conveyance, royalty of all materials as per specification and direction of the Engineer-in-charge. 10 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect but excluding cost of MS Rods or Tor Steel and binding wires of 18 to 20 gauge as per including the cost of required quantity of centering and shuttering as per the dirction of the Engineer in Charge. 11 Lintel 12 Chajja 13 Straightening bend up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor Steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works including cost, conveyance and taxes of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc, complete in all floors as per specification and direction of the Engineer-in-charge. 14 Cost of M.S doors and windows : 15 Labour for fitting & fixing M.S. choukath to door & windows including making holes in the brick wall and fixing the clamps by using C.C (1:2:4) by using 12mm. size h.b.g chips with all cost, conveyance, labour, T&P etc., required for the work complete as per specification and direction of the Engineer-in-charge. 16 Supplying all materials, labour, T&P and providing 12mm (1/2) thick cement plaster (1:6) finished smooth with cost and conveyance of all materials as per specification and direction of the Engineer-in-charge. 17 Supplying all materials, labour, T&P and providing C.C. (1:2:4) work using 12mm size hard black broken granite stone chips including cost, conveyance, royalty & taxes etc, complete in all respect but excluding cost of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge as per specification and direction of the Engineer-in-charge. 18 Providing, fixing tiles in dados skirting and risers of steps on 12mm. thick cement plaster(1:3) jpinted with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 19 Providing & fixing (Glazed) tiles in all floor & treads of steps & landing on 25 mm thick bed of cement mortar in proportion (1:1) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 20 Supplying all materials, labour, T&P and providing 20mm (3/4) thick cement plaster (1:6) finished smooth to out side of stone work after raking out the joint including, watering and curing with cost and conveyance of all materials and labour with T&P ,all taxes and royalties etc., complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 21 Supplying all material, labour, T&P and providing grading concrete with C.C(1:2:2) using 06mm. Size hard stone broken chips of approved quality including hpisting and laying not exceeding 25mm. thick with proper packing and required slope, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect as per specification and direction of the Engineer-in-charge. 22 Supplying all labour, T&P and materials and finishing walls with two coats of weather coat over a coat of white wash with good shell lime with cost, conveyance, royalties and taxes of all the materials and labour with T&P required for the work etc, complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 23 Painting two coats with any approved paint to new wood work and iron work including sand papering, polishing the surface, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect including the the cost of appoved paint as per specification and direction of the Engineer-in-charge. 24 LAYING OF RISING MAIN 25 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 26 In all kind of Soil : (500.00mtr x 0.38mtr x 0.90mtr) 27 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 28 90 mm HDPE Pipe PE-80 PN-6 29 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 30 In all kinds of soil : 31 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 32 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 33 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 34 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 35 LAYING OF DISTRIBUTION SYSTEM 36 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 37 In all kind of Soil : (800 mtr x 0.38mtr x 0.90mtr) 38 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 39 63 mm HDPE Pipe PE-80 PN-6 40 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 41 In all kinds of soil : 42 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 43 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 44 100 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 45 80mm CI NR Valve IS- 14846/2000 PN-1.00 46 15 mm dia CISingle Air Valve IS 14845/2000 47 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 48 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 49 Air Valve Chamber(Size 0.75mtr x 0.75mtr x 1.15mtr) 50 Supplying all materials, labout T&P pipes, fittings, push/rotary type water tap for construction of RCC single mouth stand post of size 250x250 mm platform of 1050x1050 mm with 3000 mm waste water drain as per approved drawing design and specification with CC M20 unsing 12 mm size h.g.c.b chips of approved quality from approved quarry including hoisting, laying and compacting and finishing the exposed surface smooth watering and curing including earth work in excavation in hard soil and rigid smooth centring and shuttering for cement concrete works along with MS Rainforcement as per specification including cost, royalty and conveyance charges of all materials etc. complete directed by Engineer in Charge. 51 Transporting and supplying all materials, labour T&P, fabricating, fitting and fixing with specials at the site using Electric resistance welded pipes of reputed make (TATA / Zindal ), confirming to IS 1239 (P-1) 2004, IS 1978 & IS 3598, medium quality & standard weight, including cutting the pipes & flanges, drilling the bolt holes in the flanges, matching the pipes and flanges and jointing with proper gradient & alignment, welding with arc welding using electrodes with power generated by using mobile diesel generator set, etc. complete as per direction of Engineer in charge, including painting two coats with black anti-corrosive paint over one coat of primer, all cost, conveyance, taxes of paints, cost of fittings as T, Bend, Offsets, Nuts and bolts, Leather packing etc. but including the cost of flanges and required earthwork, cutting holes in masonry works etc. 52 80 mm dia G.I pipe 53 INTERNAL ELECTRIFICATION 54 Supplying the following materials ,required labour and T &P and providing internal electrification to pump house as required at site including commisioning and testing as per the direction of the Engineer in Charge. 55 Surface wiring to light point in 20mm dia PVC cond. Pipe on MS board wiyh 3mm thick mulltistand copper wire. 56 a. Short point 57 b. Medium point 58 Surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 59 surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 60 Medium point 61 B.H. Fitting including all connection. 62 63 AMP 440 V ICTPN main switch 63 3 nos 63 Amp kitkat fuse on MS Board. 64 32 Amp main switch with all connections 65 Sub- main wiring 4 x 4mm2 copper wire with in 20mm dia pvc conduit. 66 Sub- main wiring 2 x 2.5mm2 copper wire with in 20mm dia pvc conduit. 67 Standard earthing in 38mm dia 3mtr long GI pipe with No 8 GI wire including all connections. 68 4 x 40 W F.L. Fitting complete with tube. 69 25 x 5 mm thick iron FL frame , ( 6.5 ft x 2.5 ft ) embeded on wall with all consumable materials like cement chips painting etc including all connections with PVC paint, flexible pipe,copper cable etc. 70 15 Amp switch and socket on 10 x 12 size MS board with all connections 71 RYB phase indicator with control 5 Amp F.T. switch with all connection. 72 5 Amp plug point on separate board fixed with 7 x 4 MS box with lylem cover with necessary connection. 73 Short point 74 10mm2 4 core cable 75 Ceiling Fan 76 PUMPING UNIT 77 Supplying installing, testing & commissioning of suitable vertical Sumersible pumping set of any repurted make such as KSB/Crompton/Greaves/ Kirloskar CRI/Suguna etc with energy efficient motor with ISI mark to run in 3 phase AC supply capble to discharge clear water from Intake well @2.85 lps against a total head of 80 mtrs. along with suitable pannel board of reputed make with ISI mark and 3 core flat submersible cable of reputed make with ISI mark . 78 5.00 HP 79 Supplying Testing ,and installation of suitable control pannel Board for suitable vertical submerssible pump and motor set with reputed ISI make. 80 Make BCH/L & T/Havels 81 Supplying, fitting & testing of 6mm2 three core flat submerssible electric cable reputed ISI make Finolex/BCH/Havells 82 Supplying, fitting & testing of required assessories like G.I R/S, stainless Steel nipple, G.I bend,wire ropw all of heavy quality with M.S calmp, MS bore cover etc. as required at site to complete the installation of the pimp set etc. complete in all respect. 83 Supplying of 50 mm dia HDPE suction pipe for lowering of pump & motors etc Please Enable Macros to View BoQ information
Contract Date: Jun 09, 2026 Contract Value : ₹ 15.06 Lakh
Government Departments No of Bidders 9
Odisha View Result →
4.
Drinking Water Supply and Sanitation #10713558 Price Bid
Different Works Related To Water Supply Scheme At Duna & Its Adjoining Mouzas Water Supply Scheme Within Mayureswar-Ii Block Including Supply Of All Labour & Materials Underbirbhum Division, Phe Dte. ( Sl. No.11 ) - Sinking Of Tubewell- 3 Nos. ( Annexure I ) Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 2 Drilling By Direct Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Ratefor Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Ratefor Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Ratefor Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate. From 6 Mtr. To 60 Mtr. 3 From 60 Mtr. To 90 Mtr. 4 From 90 Mtr. To 120 Mtr. 5 From 120 Mtr. To 150 Mtr. 6 From 150 Mtr. To 180 Mtr. 7 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc. 8 Cost Of Consumables For Drilling Rigs And Machineries. 9 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Includingto & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 10 Water Sample Collection And Chemical Test Including Arsenic Test. 11 Transportation Cost Of Drilling Equipmentand Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloadingthe Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 250 Mm Dia. ) 13 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 150 Mm Dia. ) 14 Supply And Delivery Of Upvcdeep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) 150 Mm Dia. 15 Supply And Delivery Ofupvcreducer 250Mm X 150Mm Dia. 16 Supply And Delivery At Site Of Upvc End Cap. ( 250 Mm Dia. ) 17 Supply And Delivery At Site Of Upvc End Cap. ( 150 Mm Dia. ) 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 21 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 : 1986. 22 Electro-Logging Charge. 23 Trial Boring Of Tube-Welldrilling By Reverse Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Rate For Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Rate For Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Rate For Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate.From G.L. To 60 Mtr. 24 From 60 Mtr. To 90 Mtr. 25 From 90 Mtr. To 120 Mtr. 26 From 120 Mtr. To 150 Mtr. 27 From 150 Mtr. To 180 Mtr. 28 Cleaning Compound Premises Of Shrubs, Plants, Jungled Etc. As Per Direction Of E.I.C. 29 Soil Test For Ohr- 1 No. ( Annexure Ii ) Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge. 30 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) I ) Depth 0 M To 10 M ( For 3 Nos Bore ) 31 Ii ) Depth Greater Than 10 M & Upto 20 M 32 Iii ) Depth Greater Than 20 M & Upto 30 M 33 Field Investigation :I ) Collection Of Undisturbed Soil Sample From The Bore Hole To Be Made By The Concerned Division / Party At Their Cost.A ) 0.00 - 10.0 M 34 B ) 10.00 - 20.0 M 35 C ) 20.00 - 30.0 M 36 Ii ) Collection Of Samples From The Bore Hole ( A ) Disturbed 37 Iii ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is : 2131.A ) 0.00 - 10.0 M 38 B ) 10.00 - 20.0 M 39 C ) 20.00 - 30.0 M 40 Laboratory Investigation :I ) Liquid Limit As Per Is 2720 ( Part – V ) . 41 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 42 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 43 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 44 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 45 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 46 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 47 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 48 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 49 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested Inunconsolidated Undrained Tri-Axial Compression Without Measurement Ofpore Water Pressure As Per Is 2720 ( Part –Xi ) . 50 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 51 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.Detailed Investigation. 52 Construction Of 300 Cum Ohr- 1 No. ( Annexure Iii ) Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. A ) Depth Of Excavation Not Exceeding 1500 Mm 53 B ) Depth Of Excavation For Additional Depth Beyond 1500Mm And Upto 3000Mm. ( But Not Requiring Shoring ) . 54 Bailing Out Water From Foundation Trench. This Item Should Be Executed On The Specific Direction Of The Engineer-In-Charges When He Is Satisfied In His Absolute Discretion, That This Has Not Been Necessitated Due To Any Fault On The Part Of The Contractor ) 55 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Eucalyptus / Jhau Balla Pilling, Strutting Etc ) Complete As Per Directionof The Engineer-In-Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured. ) ( This Item Should Be Executed On Specific Direction Of The Engineer-In-Charge ) .A ) Depth Upto 1.5M. 56 B ) For Additional Depth Beyond 1.5M And Upto 3.00M. 57 Earth Filling In Foundation Trenches Or Plinth With Good Earth In Lyres Not Exceeding 150Mm Including Watering & Ramming Etc Layer By Layer Complete.A ) With Earth Obtained From Excavation Of Foundation. 58 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) Do - By Fine Sand 59 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level, And Filling Joints With Powered Earth Or Local Sand. 60 Cement Concrete With Graded Stone Chips ( 20Mm Size ) Excluding Shuttering, In Ground Floor ) Considering 30 Km Distance From Suri Rly. Yard.A ) 1:2:4 Proportion. ( In Foundation And Under Tank At Finished Gl, Plinth Protection Etc. ) 61 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) .Considering 60 Km Distance From Suri Rly. Yardm- 25 Grade ( With Pakur Variety. ) A ) For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4M. 62 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 63 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 64 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 65 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 66 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 67 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) . Considering 60 Km Distance From Suri Rly. Yardm- 30 Grade ( With Pakur Variety. ) A ) Heal Beam And Above ( Cell Wall, Floor, Top & Bottom Ring Beam, Heal Beam ) A ) 6Th Floor 68 B ) 7Th Floor 69 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness And Required Bracing For Concrete Slabs, Beams, Column Lintel Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Woks ( Upto Roof Of Ground Floor ) .Steel Shuttering Or 9 To 12Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work.C ) For Foundation Upto G.L. 70 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4M Using Ply Board Or Steel Shuttering. ( Not Applicable For Resting On Roof Top ) .A ) G.L. To Top Lantern Of Ohr. 71 Hire And Labour Charges For Staging Beyond 4M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement :Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4M Is Practically Un-Avoidable ) X Mean Height Of Staging ] Above Initial 4M. ( Dia 10.50 M. Mean Height 16M. ) 72 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. I ) Tor Steel / Mild Steeli. Sail / Tata / Rinl A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . 73 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 74 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 75 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 76 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 77 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Top Of Heal Beam 78 G ) 6Th Floor I.E. From Top Of Heal Beam To Top Ofshell Wall 79 H ) 7Th Floori.E. From Top Of Shell Wall To Rest 80 Applying 2 ( Two ) Coats Of Bonding Agent With Synthetic Multi Funtional Rubber Emulsion Having Adhesive And Water Proofing Properties By Making With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification. 81 Extra Rate For Using Water Proofing And Plastering Admixture @ 0.2%By Weight Of Cement ( Or At ManufacturerS Specified Rate For Concrete Of Various Grades ) . 82 Supplying, Fitting, Fixing Fly / Mosquito Proof Nylon Net On Any Type Of Window, Doorshutter Frame With Necessary Fixing Arrangements Complete. 83 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 84 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rouding Off Corners And Including Raking Out Joints Or Roughening Of Concrete Surface Andapplication Of Cement Slurry Before Flooring Works, Using Cement @ 1.75 Kg / Sq.M. All Complete Including All Materials And Labour.In Ground Floor 3 Mm Thick Topping ( High ) Polishing, Grinding On This Item Is Not Permitted With Ordinary Cement ) .25 Mm Thick.A ) In G.F For Plinth Protection And Under Tank Floor 85 B ) 6Th Floor 86 C ) 7Th Floor 87 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc. Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight. Payment For Gusset, Bracket, Cleat, Rivets, Bolts And Nuts May Be Make By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members Or 7% Of Weight For Finished Structural Members Weighing Not Less Than 22.5 Kg. / M. Or 15 % Of Weight For Finished Structal Members Weighing Less Than 22.5 Kg. / M. May Be Increased Allow For Bracket, Cleat, Rivet, Bolts And Nuts Etc. And No Seperate Payment Being Made For These Items, As Per Direction Of Engineer In Charge. The Rates Are Considered For A Height Of Erection 8M. / 2Nd Floor Level From The Ground. Add 1.5% Extra Over The Rate For Each Additional Floor Or 4M. Beyond Initiial 8M. Or Part Thereof.Iii ) For Built Up Sections / Srtuctural Members Of Specified Sections Weighing Not Less Than 22.5 Kg. / M 88 M.S. Gate Of Jail Type As Per Approved Design Made Of Strong M.S. Frame Work, Intermediate Stiffeners And Round / Square Bars Or Angles. M.S. Sheet ( Not Less Than 14 Gauge ) Gussets, Cleats Etc. Including Necessary Riveting, Bolting, Welding, Locking And Hanging Arrangements, Fitting And Fixing Complete As Per Direction Of The Engineer-In -Charge. 89 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor.A ) Grill Weighing Above 10 Kg / Sqm Upto 16 Kg / Sqm ( In Kg ) 90 Supplying, Fitting, Fixing900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railingand2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railingtop & Floor, Vertical Post Of Raillingare 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C.Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 91 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per ;Direction Of The Eic 92 Supplying Fitting And Fixing In Position C.I Manhole / Pit Cover With Rim.A ) Square.I ) 600 X 600Mm ( 50Kg.Approx ) . 93 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 94 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:4 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) G.L. To Top Of 1St Bracing 95 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 96 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 97 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 98 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 99 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 100 G ) 6Th Floor I.E.From Bottom Of Heal Beam To Top Of Ring Beam 101 H ) 7Th Floori.E. From Ring Beam To Rest 102 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:3 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) 6Th Floor 103 B ) 7Th Floor 104 Supplying & Installation Of Lighting Solid Conductor Rod Of Phosphorous-Bronze Size 2M X 12Mm On The Top Dome Of The Rcc Overhead Reservoir, Laying Lightning Conductor Of 65Mm X 8Mm G.I. ( Hot Deep ) Ms Flatruns From The Roof Upto Gl Along The Shell Wall And Colume Fitted With Necessary Rust Proof Clamps, Lying65mm X 8Mm G.I. ( Hot Deep ) Ms Flat Conductorfrom Gl To Bottom Of The Earthing Main Pipe 80Mm Dia. Tata ( M ) Fitted And Fixedand Connecting With The Main Earthing Gi Pipe Of 80Mm.Dia Tata ( M ) Of 2.50M To Be Used As Earthing Electrode Driven Down To At Least 3.0M Below Gl And Filling Up With Charcoal, Construction Of Masonry Chamber Making As Per Direction Of Eic & Necessary Arrangement For Testing The Same As Per Iee Rule. ( All Work To Be Done As Specification Of Pwd ( Elec. ) Schedule. ) 105 Provision For Embossing The Name And Capacity Of The Reservoir With ( 2:1 ) Raised Sand Cement Plaster With Letter Size 30Cm. X 20Cm. On The Outside Of Shell Wall Of The Reservoir Painted Complete As Per Direction Of Eic. 106 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. ( Two Coats. ) I ) Super Protective 100% Acrylic Emulsion.A ) G.L. To Top Of 1St Bracing 107 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 108 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 109 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 110 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 111 F ) From Top Of 5Th Bracing To Top Of Heal Beam 112 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 113 H ) From 1 / 3Rd Of Shell Wall To Rest 114 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Received Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per Manufacturer’S Specification And As Per Direction Of The Eic. ( Two Coats ) A ) G.L. To Top Of 1St Bracing 115 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 116 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 117 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 118 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 119 F ) From Top Of 5Th Bracing To Top Of Heal Beam 120 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 121 H ) From 1 / 3Rd Of Shell Wall To Rest 122 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window, Ceiling, Floor, Drain Etc. 123 Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothing Surface By Sand Pepering Etc. 124 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryon Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) 125 Painting With Ready Mixed Black Japan Of Approved Make And Brand Including Smoothening Surface.Two Coats. 126 Making Arrangement For Showing The Water Tightness Test Of The Rcc Elevated Reservoir By Filling With Water Upto The Maximum Level Of The Tank To The Full Satisfaction Of Eic ( Arrangements Of Water, Its Carriage And Lifting To The Tank Including Necessary Pipes, Fitting, Pumping Machinery Etc. Are To Be Provided By The Contractor With His Own Cost. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) ) 127 Disinfection And Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Etc. Complete. 128 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.A ) 250Mm.Dia . 129 B ) 150Mm.Dia . 130 C ) 100Mm.Dia . 131 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.A ) 250Mm.Dia . 132 B ) 150Mm.Dia . 133 C ) 100Mm.Dia . 134 Fitting, Fixing Duct-Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Ofapproved Grade & Quality & Including Excavation Of Earth Etc Complete In All Respect. ( Analysis Rate ) A ) 250Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 135 B ) 150Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 136 C ) 100Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 137 Hoisting, Fitting, Fixing Of Ci Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification Complete In All Respect.A ) 250Mm.Dia . 138 B ) 150Mm.Dia . 139 C ) 100Mm.Dia . 140 Construction Of Masonry Drain 300 Mm X 250 Mm Inner Section With 1St Class 250 Mm Th. Brick Work In Cement Mortar ( 1:4 ) Over A Layer Of Single Brick Flat Soling , Sand Filling 100Mm Th. And 100 Mm Th. Weak Cement Concrete ( 6:3:1 ) With Graded Stone Ballast Pakur Variety ( 40Mm Size ) Including Earth Work In Excavation, 15Mm Th. Cement Plaster ( 4:1 ) And Neat Cement Punning All Rounding The Drain Etc. All Complete As Per Approved Design , Drawing And Direction Of The Engineer In-Charge. ( Analysis Rate ) 141 Supply And Delivery Of Different Dia.Cidf Pipe ( Class - B ) I.S: 1538 - 1976 & Specials ( Class - B ) As Per Is: 1538 - 1993 With Latest Amendment Including Loading, Unloading & Stacking Properly For Connection Of Inlet, Outlet, Overflow And Washout Line Of Ohr As Per Departmental Drawing With Specified Dia. Inclusive Of All Incidental Charges If Any All Complete As Per Direction Of The E.I.C. ( Test Certificate From The Manufacturer And Guarantee Certificate Should Be Produced By The Agency ) 142 A ) Supply And Delivery Of Cidf Sluice Valve Pn-10 Of Different Dia Make With Cast Iron Double Flanged Non Rising Spindle Sluice Valve Generally Conforing To I:S 14846-2000 With Latest Amended If Any Having Body Door Dome / Bonnet And Cover Of Cast Iron Gr.- F.G. 200 ( Ref. Is-210 ) Spindle Of Is: 6603 Gr.- 12 / Cr. 13 Non-Magnetic, Nut And Seat Rings Are Gunmetal As Per Is: 1538 Part Iv & Vi Valves Are Suitable For Maximum Working Pressure Of 10Kg / Sq.Cm. ( Seat Test ) And Body Tested To 15Kg / Sq.Cm. ( Test Certificate From The Manufacturer As Well As Inspection Certificate From Third Party Inspection, Agency To Be Arranged By Their Own Cost And To Be Approved By E.I.C. ) N.B. The Above Item Should Be Procured From The Reputed Manufacturer Viz- Kalpana, Jupiter & Upadhaya Or Similar Approved Vender List. [ With Cap ] A ) 250Mm.Dia . 143 B ) 150Mm.Dia . 144 C ) 100Mm.Dia . 145 Construction Of R.C.C. Inlet & Overflow Chamber As Per Drawing Cast With Rcc Wallwithcement Concretenot Leaner Than 1:1.5:3 With Graded 20 Mm Down Pakur Variety Stone Chips And Reforcement Having Wall Thickness 125 Mm And Complete With Plastering 15Mm Th. ( 1:4 ) With Neat Cement Finishing And As Per Direction Of The E.I.C. ( Inner Size = 600 Mm X 600 Mm X 750 Mm ) ( Analysis Rate ) 146 Applyingwate Thinable Non-Toxic Acrylic Polymer Modified Paint Coating Or Equivalent Brand Of Approved Quality 2 ( Two ) Finished Coats Over 2 Coats Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supplying Supplying Requisite Coating Materials Cleaning Of The Substrant Properly To Make It Free From Dirt, Paint, Oil And Grease Sludge, Blisters, Fungus , Moss, And All Other Undesireble Particles Using Wire Brush , Sand Paper Etc. Including Mending Good All Damages All Complete As Per Direction Of The E.I.C. 147 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 148 Site Clearence By Removing All Unserviceablematerials, Debris Etc. All Complete As Per Direction Of E.I.C. 149 Construction Of 3 Nos Pump House And Boundary Wall With Land Development ( Annexure Iv ) Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.Depth Of Excavation Not Exceeding 1, 500 Mm. 150 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm. As Directed And Consolidating Same By Thorough Saturation With Water Ramming Complete, Including The Cost Of Supply Of Sand. 151 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming Anddressing Bed To Proper Level And Filling Joints With Local Sand. 152 Ordinary Cement Concrete ( 1:2:4 ) With Graded Stone Chips ( 20 Mm Size ) Nominal Size Excluding Shuttering And Reinforcement , If Any In Ground Floor As Per Relevant Is Code. ( A ) Pakur Variety 153 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. Pakur Variety 154 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 155 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction.A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . I ) Top Steel / Mild Steel [ I. Sail / Tata / Rinl=> Rs.-53241.00 / M; Ii. Other Than Sail / Tata / Rinl=> Rs.-51991.00 / Mt ] 156 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Foundation And Plinth. 157 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 158 125 Mm Thick Brickwork With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 159 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 Mtr Using Approved About Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams, Columns, Lintels, Curved Or Straight Including Fitting, Fixing & Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 160 25 Mm Thick Damp Proof Course With Cement Concrete With Stone Chips ( 3:1.5:1 ) ) ( With Gradedstone Aggregates 10 Mm Normal Size ) And Paintingthe Top Surface With A Coat Of Bitumen Using 1.7 Kg Per Sq M Including Heating The Bitumen And Cost And Carriage Of All Materials Complete. 161 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand & Cement Mortar Includgrounding Off Or Chamfering Corners As Directed A Ramming Out Joints Or Roughening Of Concretesurface By Chamfering Etc. Including Threading Noising And Drip Course Where Necessary. ( Ground Floor ) I ) With 1:6 Cement Mortar.20 Mm Thick Plaster 162 I ) With 1:6 Cement Mortar.15 Mm Thick Plaster 163 I ) With 1:4 Cement Mortar.10 Mm Thick Plaster 164 Supplying Fitting, Fixing- Openable Steel Windows As Per Is Sizes With Side Hung Shutters And Horizotal Glazing Bars With / Without Fixed Type Ventilators. [ The Extra Rate Admissible For The Openable Portion Only ] ( P-82, I-33 ) 165 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than150mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials 166 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr.Rs.- 8247.00 / Qt, ( Ii ) Grill Weighing Above 16 Kg. / Sq.Mtr And Abovers.-8053.00 / Qt. 167 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufactureS Specification In Ground Floor. A ) Two Coats ( On New Cement Plaster Surface ) 168 White Washing Including Cleaning And Smoothening Surfacethoroughly.A ) 3 Coats. 169 B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 170 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryb ) On Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) ( Hi Gloss ) 171 Number Plaque Of Buildings ( Plaque Size Upto 225 Mm X 225Mm ) Made Of Cement Plaster ( 2:1 ) On Face Of Wall Or Plinth , With 50 Mm Size Letters P.H.E. And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters Complete As Per Direction. ( Cement = 1 Kg / No ) 172 Supplying, Fitting And Fixing PeetS Valve Fullway Gunmetal Standard Pattern Best Quality Of Approved Brandbearing I.S.I. Marking With Fittings . ( Tested To 21 Kg / Sq.Cm. ) ( For Water Lines Only ) .- 15 Mm. Dia. 173 Construction Of Septic Tank Of Different Capacities As Per Approved Drawing With 1St Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The 100Mm Thick R.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finished With 25 Mm Thick Grey Artificial Stone Over 100 Mm Thick R.C.C ( 1:1.5:3 ) Bottom Slab Including Supplying, Fitting And Fixing All Necessry Specials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In All Sorts Of Soil, Shoring, Bailing Out And Pumping Out Water As Necessary, Ramming, Dressing The Bed And Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Connecting All Necessary Pipes, Joints Etc. With Internal Plaster Work And Artificial Stone Flooring Is To Be Done With Admixture Of Water Proofing Compound @ 0.5% By Weight Of Cement With All Costs Of Labour And Materials. Note:- ( I ) Finished Level Of Septic Tank Should Be 400 Mm. From Ground Level. ( Ii ) Height Of 50 Mm. Ventilation Pipe &Mosquito Proof Mesh, Should Be Follwed As Per Is:2470, Part I.Payment Will Be Made Separetly On The Basis Of Actual Height Based On Relevant I.S.Code. ( I ) For 10 Usersa ) With Pakur Variety. ( Sail / Tata / Rinl ) 174 Supplying, Fitting & Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make Supplied , Fitted Fixed In Positioncomplete Excluding P Or S Trap. ( Excluding Cost Of Concrete For Fitting ) I ) 530Mm X 410 Mm 175 Supplying Fitting And Fixing10 Litre Pvc Low-Down Cisternof Conforming To I.S. Specification With Pvc Fitting Complete C.I.Make With Either Side Or Bottom Brackets Including Two Coats Of Painting To Brackets. 176 Supplying Pvc Water Storage Tank Of Approved Quality With Closed Lid ( Black ) -Multilayer. A ) 500 Litre Capacity. 177 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Cement Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick Work, 15Mm Thick Cement Plaster ( 1:4 ) On Outer Face From Top Of The Well Upto G.L. And 6 Mm Thick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mm Thick With Cement Conc ( 1:1.5:3 ) With Stone Chips With Necessary Reinforcement And Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The Cover Slab With Necessary Fittings, Making Nacessary Arrangements For Pipe Connections, Excavation Of Well Including Shoring, Dewatering And Removing The Exess Earth From The Premises As Per Direction Complete In All Respect With All Costs Of Labour And Materials. With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00M Inside Dia. ( Sail / Tata / Rinl ) 178 Supplying, Fitting & Fixing Upvc Pipes A-Type And Fittings Conforming To Is:13592-1992 With All Necessary Clamps Nails, Including Making Holes In Walls, Floor Etc. Cutting Trenches In Any Soil Through Masonry Concrete Structures Et. If Necessary And Mending Good Damages Including Joining With Jointing Materials ( Spun Yarn, Valamoid / Bitumen / M-Seal Etc ) Complete. ( A ) 75Mm. Dia. 179 Supplying, Fitting And Fixing Fan Hook For Ceiling With1 Metre Long16mm Dia Rod Complete Including Mending Damages .Payment For Damage And Repair To Be Made Separately. 180 Wash Basin White Vitreous China Of Approved Make ( Without Fittings ) Supplied , Fitted And Fixed In Position On 75Mm X 75Mm X 75Mm Wood Blocks And C.I. Brackets Including Two Coats Of Painting Of C.I. Brackets. ( A ) 450 Mm X 300 Mm Size. 181 Supplying, Fitting And Fixing Approved Brand P.V.C. Connector White Flexible, With Both Ends Coupling With Heavy Brass C.P. Nut, 15 Mm Dia. ( A ) 900 Mm Long. 182 Cutting Holes And Subsequent Mending Good Damages. 183 Supplying , Fitting And Fixing 30 Mm. Thick Both Side Prelaminated Factory Made Solid Panel Pvc Door Shutter Consisting Of Outer Frame Made Out Of Ms Tubes Of 19 Gauge Thickness And Size 19 Mm. X 19 Mm. For Styles, Top And Bottom Rails, Ms Frame Shalll Have Cost Of Steelprimers Of Approved Make And Manufacture, M.S Frame Cover With 5 Mm.Thick Head Moulded Pvc C Channel Of Size 30 Mm. Thick 70Mm. Width Out Of Which 50 Mm. Shall Beflat And 20Mm. Shall Be Tapered In 45 Degree Angle Of Either Side Forming Styles, And 5Mm Thick 95 Mm. Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Tapered In 45 Degree On The Inner Side Toform Top & Bottom Rail And 115Mm.Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Shall Be Tapered On Both Sides To Form Lock Rail. Top Bottom And Lock Rails Shall Be Provided Either Side Of The Panel With 10Mm. ( 5Mm. X 2 Mm. ) Thick , 20 Mm. Wide Cross Pvc Sheet As Gap Insert For Top Rail And Botttom Rail Sheet To Be Fitted In The M.S Frame Weled / Sealed Tothe Styles &Rails With 7 Mm. ( 5Mm. + 2 Mm. ) Thick X 15 Mm. Wide Pvc Sheet Beading On Inner Side And Joint Together With Solvent Cement Adhesive . An Additional 5 Mm. Thick Pvc Strip Of 20 Mm. Which Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Com Excluding All Necessary Hardwire As Per Direction Of The E.I.C In Ground Floor. 184 Supplying Fitting Approved Type Ventilator In Position After Cutting Holes In Walls, Setting In Cement Mortar, Mending Damages To Wall And Plaster And Two Coats Of Paint Of Approved Brand Sand Shade .Payment Of Mending Two Damages Of Wall & Plaster And Painting To Be Made Separately.R.C.C. Ventilator Of 20 Mm Thick - Upto 0.10 Sq.M. Area 185 Constructing Inspection Pit Of Inside Measurement 600 Mm X 600 Mm X Upto 600 Mm ( Depth ) With 250 Mm Thick 1St Classbrick Work In Cement Mortar ( 1:4 ) On All Sides , Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling, 15 Mm Thick ( 1:4 ) Cement Plaster To Inside Walls And Outside Walls Upto Gl And 20 Mm Thick ( 1:4 ) Plaster To Bottom Of The Pit, Providing Necessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing To Entire Internal Surfaces, Top Of The Pit Covered With 100 Mm Thick Rcc Slab ( 1:1.5:3 ) With Stone Chips And Necessary Reinforcements Upto 1% And Shuttering Including 6 Mm Thick Cement Plaster ( 1:4 ) In All External Surfaces Of The Slab And One 560 Mm Dia Rcc Manhole Cover Of Approved Make Supplied, Fitted And Fixed In The Slab With Necessary Fittings, Necessary Earth Work In Excavation In All Sorts Of Soil, Filling Sides Of The Pit With Earth And Removing Spoils After Work Complete In All Respects With All Costs Of Labour And Materials. -With Pakur Variety. 186 Supplying , Fitting And Fixing Cast Iron P Or S Trap Conforming To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .- S Trap - 100 Mm. 187 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq.Cm. - 15 Mm. Dia. 188 Supplying, Fitting And Fixing Approved Patent Vent Cowl I.C.I. Conforming To I.S.S And Painting Two Coats To The Exposed Surface With Approved Paint Complete. ( Payment Of Painting Will However Be Paid Seperately ) .- 100 Mm Dia. 189 Supplying, Fitting And Fixing Pillar Cock Of Approved Make. A ) I ) Cp Pillar Cock-15 Mm ( Equivalent To Code No-507 & Model - Tropical / Sumthing Special Of Essco Or Similar Brand ) . 190 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. A ) With Carried Earth Arranged By The Contractor Within A Radius Of 3 Km. Including Cost Of Carried Earth. 191 Laying For Rising Main & Distribuition System With Fhtc ( Annexure V ) Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc.Including Earth Work Inexcavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cableetc. ( Incaseof Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Beborne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt.Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Item Ii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Full Iii ) Thepipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.A ) 150Mm Dia. 192 B ) 200Mm Dia. 193 C ) 250Mm Dia 194 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150Mm Dia. 195 C ) 200Mm Dia. 196 D ) 250Mm Dia 197 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .A ) 250Mm Dia 198 B ) 200Mm Dia. 199 C ) 150Mm Dia. 200 E ) 100Mm.Dia . 201 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 202 C ) 250Mm.Dia.To 350 Mm.Dia Pipe 203 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.B ) 150Mm Dia. 204 C ) 200Mm Dia. 205 D ) 250Mm Dia 206 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.A ) 150Mm Dia. 207 B ) 200Mm Dia. 208 C ) 250Mm Dia 209 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 210 B ) 63Mm ( Od ) 211 C ) 75Mm ( Od ) 212 D ) 90Mm ( Od ) 213 E ) 110Mm ( Od ) 214 F ) 125Mm ( Od ) 215 G ) 140Mm ( Od ) 216 H ) 160Mm ( Od ) 217 I ) 180Mm ( Od ) 218 J ) 200Mm ( Od ) 219 K ) 225Mm ( Od ) 220 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.B ) 150Mm Dia. 221 C ) 200Mm Dia. 222 D ) 250Mm Dia. 223 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 224 B ) 63Mm ( Od ) 225 C ) 75Mm ( Od ) 226 D ) 90Mm ( Od ) 227 E ) 110Mm ( Od ) 228 F ) 125Mm ( Od ) 229 G ) 140Mm ( Od ) 230 H ) 160Mm ( Od ) 231 I ) 180Mm ( Od ) 232 J ) 200Mm ( Od ) 233 K ) 225Mm ( Od ) 234 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 235 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 236 Dismantling All Type Of Plain Cement Concrete Works, Stacking Serviceable Materials Of Site And Removing Rubbish As Directed Within A Lead Of 75Mtr. For Laying All Dia Pipe Line In Ground Floor, Upto 150Mm Thick.A ) Upto 150Mm Thick 237 B ) Above 150Mm Thick 238 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement Inrcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 239 Ii ) 200 Mm Dia Pipe 240 Iii ) 250 Mm Dia To 350Mm Dia Pipe 241 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 242 A ) Construction Of Rcc Street Stand Post ( 700Mm Height ) Of Rcc ( 1:1.5:3 ) Footing Over 75Mm Thick 4:2:1 P.C.C Over A Single B / F Soling With 1% Reinforcement, Connected With Saddlepiece & 15Mm Dia Brass Ferrule With Supplying Fitting, Fixing 15Mm Dia G.I. Nipple, G.I.Socket, G.I. 200Mm X 150Mm Reducing Elbow And 20Mm Dia Gi ( M ) Tata Pipe Of ( Avg. ) 2.6Mtr. Long And One 15Mm Dia Alloy Iron With Brass Spindle Bib Cock With Socket And 20Mm G.I. Elbow 2Nos. With 15Mm Gi ( M ) Tata Pipe Of 0.225Mtr. For Connection Of Stand Post To Distribution Line As Per Deptt. Design And Drawing As Per Direction Of Eic Along With Construction Of Platform Of Size Cc Platform ( 1:2:4 ) Over A Single B / F Soling Below G.L Over 150Mm.Thick Sand Filling, Neat Cement Finish Over Platform And Inner Side Of Band And 15Mm Thick Cement Plaster ( 4:1 ) On Top Of Platform Band And Outside Upto G.L. As Per Deptt. Drawing And As Per Direction Of Eic 243 Supplying Hdpe ( Materials Grade Pe-80 ) Pipes Conforming To Is 4984-1995 With Latest Revision & Amendments If Any With Necessary Hdpe Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Ofhydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials Butexcluding Cost Of Valvesa ) 50Mm ( Od ) 244 B ) 63Mm ( Od ) 245 C ) 75Mm ( Od ) 246 D ) 90Mm ( Od ) 247 E ) 110Mm ( Od ) 248 F ) 125Mm ( Od ) 249 G ) 140Mm ( Od ) 250 H ) 160Mm ( Od ) 251 I ) 180Mm ( Od ) 252 J ) 200Mm ( Od ) 253 K ) 225Mm ( Od ) 254 Providing Fhtc From The Existing Cl / Dl / Upvc / Hdpe / Gl / Ac Distribution Pipeline By Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Peioo, Pn16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Metre Below The Ground Connecting The Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note : 1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd-1785 And Threaded To Match With Gi Pipe As Per Is: 1239 ( Part-I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun Metal Ferrule.3. Payment Of Supply And Laying Of 15Mm Dia Nb Pvc ( Schedule 80 ) Or 20Mm Od Hdpe ( Pe 100, Pn 16 ) Pipe With All Necessary Specials 1.0M Below The Ground Will Be Made On Actual Measurement Basis. The Rate Of This Item Is Rs. 117 / -Per Metre.A ) Upto 10M Length 255 B ) Above 10M Upto 20M Length 256 Colection Of Household Details As Per Prescribed Formatthrough Mobile App / Hard Copies Including Geo Referance As Diected By E.I.C And Submission Of The Same To The P.H.E Dte.In Soft Copies. 257 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes.A ) Pakur Variety 258 Cost For Boring Any Type Of Soil By Augor Boring ( Horizontal ) With Water Jet System Including Hire Charges Of Machine, Tools & Plants, All Complete With All Labour And Supply Of Water Etc. As Per Specification And Direction Of Eic.I ) 80Mm To 100Mm Dia. 259 Ii ) 125 Mm To 200 Mm Dia 260 Supplying, Fitting And Fixing In Position G.I. Pipes Of Tata Make For Underground Works With All Necessary Accessories, Specials Viz.Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Short Piece Etc.Including Cost Of All Materials, Jointing Materials , Cutting Pipes, Making Threads, Cutting Trenches Upto 1.5 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed With Two Coats Of Painting On G.I. Pipes And Specials With Bituminous Paint Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Including All Specials No Separate Payment Will Be Made For Accessories, Specials.Payment For Painting Will Be Made Seperately ) ( S & P Schedule, Page-2 ) H ) ( Ii ) 80 Mm Dia. Medium Quality. 261 Supplying, Spreading And Consolidating Stone Dust To A Depth Of 100 Mm And Above At Desired Density And C.B.R. As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary, And Lighting, Guarding, Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The Edges And Curing With Water For 2 To 3 Days, Mending Cracks And Depressions By Rolling Where Necessary Including All Incidental Charges Of Roller, Cost Of Fuel & Lubricants Complete As Per Specification. ( Ref ; Pwd Sor 17 , Page No 242 , Item No 4.06 ) 262 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eicf ) Above 40 Km Upto 50 Km 263 G ) Above 50 Km ( Extra Cost Per Km ) Extra 50 Km ( 4 Nos Truck X 50 Km Each = 200 Km )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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5.
Drinking Water Supply and Sanitation #10562597 Price Bid
Tender For Water Supply Scheme For Augmentation Of Uwss Kushalgarh District Banswara Including 05 Years Om After 01 Year Of Defect Liability Period Under Amrut 2, Water Supply Scheme for Augmentation of UWSS Kushalgarh, District Banswara including 05 years O&M after 01 year of Defect Liability Period under AMRUT 2.0 Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item andshall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 6 HDPE PE-100PN-6 7 90 mm 8 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 9 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 10 Providing Household Tap Connection as per technical specification andapproved drawing as per relevant IS code (amended up to date) fromHDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premisesby using PP mechanical Integrated saddle with inbuilt flow controlvalve made out of SS316 designed for 5 LPM discharge at 0.5 barpressure , not exceeding the flow of 7 LPM at 2 bar and acompression elbow, moulded in single piece/ fusion welded(Complete job) including digging out suitable size of pits and trench forlaying service line in all kinds of soil; depositing and refilling of pit &jhiri with watering & ramming /compacting in layers and disposal ofsurplus excavated soil as directed with in a lead of 100 meter ;providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipePE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Threelayered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and aboveground level using PPR-C pipe with standard PPR fittings/ GI pipes inthe premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe linecomplete required for making of service connection complete in allrespect including labour charges . The service line should be laid atleast 45 cm below ground level.Note: Road cut and restoration is not part of this item and paidseparately. 11 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 12 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CCM-30 grade as per specification and direction of Engineer in charge.. 13 Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 14 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 15 3 core 16.0 Sq.mm 16 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade withaluminium conductor Armoured of IS:7098-I/1554-1 approved make in groundas per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thickunder layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size. 17 Armoured Cable16.0 Sq. mm 4 core 18 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I.B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance asrequired. 19 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class),Steel tube as per IS:1239 or amended up to date and zinc coating as per IS4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. 20 65 mm dia 21 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 22 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 23 400 KL 24 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soll fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per 1.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, 55 304 manhole frame and cover and 55 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 25 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 26 150 KL 27 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 28 For OHSR 29 100 mm 30 200 mm 31 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 32 For OHSR 33 200 mm 34 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 35 In All Typeof Soil 36 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming ofbottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required . 37 Ordinary rock 38 Hard rock(blasting prohibited) 39 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CCcutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 40 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 41 Bituminous courses 42 Granular courses 43 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 44 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 45 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 46 Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD. 47 Centrifugal Monoblock Pump set (Single Stage) 48 11.0 KW (15 HP) 49 Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating atsynchronised speed of speed 3000 RPM, with water proof winding. Pumpshall be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and withwater lubricated bearing to accept entire hydraulic thrust. Supply, with cableguard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. Thepump set shall be suitable for direct coupling, with suitable suction strainer.Pump should have suitable discharge out let as per manufacturers design.Antithrust stream lined non return valve shall be provided with the pumpand minimum 6 m submersible copper conductor cable in single / doublerun and 2 pairs of suitable size erection clamp 10 mm thick shall be providedwith each pump etc. complete in all respect as per specification, scope ofwork and direction of Engineer in Charge of following posion : Less than 1.6mm Variation in thickness: Less than 3.2 mm) 50 submersibleMonoblock Pump set (Single Stage) 51 15.0 KW (20.0 HP) 52 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 53 Manually Operated CI Sluice valve of Class PN-1.0 54 100 mm HW 55 200 mm HW 56 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float GuideHBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 57 Class PN 1.0 58 40 mm 59 50 mm 60 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 62 100 mm 63 150 mm 64 200 mm 65 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 66 100 mm dia. 67 150 mm dia. 68 200 mm dia. 69 SITCSTAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated withangleframeincludingotherancillaries(Insulators, AcrylicSheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 70 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S)I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0- 500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2),2NO+2NCAux.Block(2),ThermalOverloadRelay(9-13A)(2),Control MCB6ASP10KACCurve(2),SinglePhasePreventer(2),Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 71 STARDELTASTARTER 15.0KW (20.0HP) : For2motors(1W+ 1S)I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter96*96mm(0-500V)(1),VoltSelectorSwitch(1),Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue-1)(1),ControlMCB6ASP10KACCurve(3) andO/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2),SinglePhasePreventer(2),IndicatingLights(Red-1,Green-1,Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/DTimer(2) 72 Construction of boundary wall of Brick/ stone masonry as per enclosed GAdrawing, scope of work and technical specifications complete work in allrespect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC, 600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall beprovided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 73 Providing and fixing steel, gate, grating and grills made of angles, tees,square bars, flats or black pipe with hold fast and fitting complete as perdesign and drawing including cutting welding and fabrication with primingcoat of red oxide and two coat of enamel paints. 74 Construction of Pump house of RCC framed structure with pump pit in RCCwalls as per scope of work and technical specification complete work in allrespect including electrical works for indoor and outdoor lighting and fans,rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. completeas per direction of Engineer-in-charge. The GA, structure, electrical,sanitary, P&ID, SLD to be prepared by the contractor and submitted todepartment for approval for earth quake zone II. 75 Pump House with Monorail arrangement 76 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 77 For Class-A loading 78 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 79 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 80 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 81 Construction of RCC Air valve chamber for different type of valvesincluding earthwork excavation, 100mm PCC M15 as levelling course,RCC M25 grade for base slab, side wall & cover slab , including cost ofsteel reinforcement , form work, Pre-cast slabs, Plastic encapsulatedCI/MS Foot Rest, MS flats for the support of pre-cast, proper curing ofconcrete work complete in all respect as per specifications andstandard drawings and as per direction of Engineer-in-Charge. 82 Air valve chamber of size0.9m x1m x1.695mfor air valve size-from 50 mm-to-80mm 83 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 84 BFM 200 mm 85 Design, construction, commissioning & testing of Non Mechanical RapidGravity Filter Plant of capacity as under. This work includes constructionof RCC receiving chamber, baffle channel, flocculate, clarifier, collectingchannel, filter beds , operation gallery, clear water chamber, channel,chlorination chamber, Back wash tank, pipe system for carrying rawwater from Pump House to inlet of RGF, clear water from Plant to CWR,De-sludging system including providing pipe system from clarifier ,flocculate & back wash water chamber to existing storage tank, overhead back wash tank, back wash pumps (1W+1S) set with piping system,air blowers (1W+1S) as per design, interconnection of raw water, clearwater, sludge pipes etc. including allied works such for construction,commissioning of system as defined in scope of work, technicalspecifications and provisions of CPHEEO manual at various water supplyschemes 86 Up to 40 KLH capacity 87 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material 88 Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion. 89 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 90 Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm 91 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. 92 With Bitumen VG-grade 30 93 Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. 94 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) 95 Bored cast-in-situ R.C.C. pile with cutting / Drilling for anchoring of pile into rocks wherever firm rocky strata is available, shall be done upto desired depth (minimum 1.50 m) as per drawings, specifications and as directed by Engineer. Bore hole shall be cleaned properly before concreting. No, distinction shall be made for penetration through hard rock or rock socketing with design mix concrete (M-35) using batching plant, transit mixer and concrete pump excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. 96 450mm dia pile 97 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum 98 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 99 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 100 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 101 Supporting block of size 2m, 1.2m 102 For height 10m 103 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 104 Providing M-30 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 105 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 106 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 107 Columns, pillars, posts and struts etc. 108 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 109 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 05 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 110 1st year 111 2nd year 112 3rd year 113 4th year 114 5th year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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6.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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7.
Housing Urban and Rular Development #10235078 Price Bid
Tender For New Construction Of Cheriyan Nagar Library Chennai; 1 DISMANTALING WORKS 2 Dismantling etc., all complete 3 Brick / Stone Masonry in lime mortar walls 4 Dismantling RCC by manual / by using deploying machineries 5 Doors and Windows including removal of frames, hinges and fastenings 6 CIVIL WORK 7 Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size bouldersand Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete SS.20B 10 cum 8 Carting away surplus excavated earth available with in the campus is to be carted to a lead of within 40 KM from site. The rate shall include loading into the tipper/ lorry transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 9 Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 10 Supplying and filling in foundation, basement, etc with filling Gravel inwellrammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 11 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 12 Providing pre-constructional Antitermite treatment including cost of chemicals labour as per standard specifications for preparing the area for treatment by spraying chemicals and other incidental charges etc.. complete. The rates should be for antitermite treatment from the plinth beam and brick masonry with super structure in contact with the back fill earth and at the junction of the walls.The top surface of filled earth for flooring and the soil along with the perimeter of the building by making holes with the crow bar and poured 5% termicide “Chloripyrifos” and sprayingthe same termicide solution on the wooden frames and treating the other periphery of buildings etc., complete in all respects as per IS 6313 (part II) / 1981 and as directed by the departmental officers. 13 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc.,Rate to include all materials, labour charges, wastages ,placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by theClient / Engineer-in-charge. 14 For Column footing, plinth / grade beam, bed blocks, template surfaces, steps, piers, raft slab / beams and such other members 15 for plane surfaces such as rectangular or square rcc columns, sunshades, topand bottom slab of rcc boxing, etc. 16 Plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slab / beams and such other members 17 Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Raft, Grade beam, Shear wall, RCC walls, Lift walls, Plinth beams, Column, footings, Grade slab, Roof slab & beam, Curved slab, beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box binders basement retaining wall, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. 18 For FoundationandBasement 19 For Ground Floor 20 For First Floor 21 For Second Floor 22 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete / PVC cover blocks to maintain the cover as required.Rate to include all bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 23 Supply and constructing Fly ash Brick (230 x 110 x 75mm) masonry in Cement Mortar 1:5 (One cement and Five M sand) in foundations, basement and superstructure usingFly ash Bricks of size 230x110x75mm etc. Rate to include all materials, labour charges, wastagesfor working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 24 For Ground Floor 25 For First Floor 26 For Second Floor 27 Providing two legged scaffolding using 15 cm dia casuarinas post of 4 M over all length (3 M Height + 0.5 M Projection + 0.5 M into the Ground) the distance between the two rows being 1.25 M and the spacing of posts being 2.0 M in both the rows with two horizontal posts with 0.5 M. Overlap on either side and braces at 2.0 M Center to center including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40 mm thick and 1 M width, etc. in a complete from using coil and nails. 28 Upto 3 M Height 29 3 m to 5.5 m Height 30 5.5 m to 7.5 m Height 31 7.5 m to 10 m Height 32 10 m to 12.5 m Height 33 Plastering 10 mm thick for ceiling including slabs, beams and column drops and staircase waist slab, sunshade, drops, chajjas etc..with Cement Mortar 1:3 (1 of cement : 3 of P sand) according to the specification. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 34 Plastering 15 mm thick for external surfaces with Cement Mortar 1:5 (1 of cement : 5 of P sand) with water proofing compound of “CICO No.1 or equivalent“ as per Manufacturers Specification with sponge finish (washed sand finish) all complete as per specification and as directed. The rate includingcost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 35 Plastering of 12 mm thick for Internal walls with cement mortar 1:5 (1 of cement : 5 of fine river sand)according to specifications. Rate shall include for providing GI chicken mesh of nominal thickness at the junctions of masonry and concrete works to a width of 100 to 125mm including tying in position with suitable clamps/screws. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, transportation charges, loading, unloading, preparation of surface, necessary hacking in RCC surface, scaffolding, stagging, tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 36 Painting the new plastered walls with two coats for Interior Plastic Emulsion paint approved quality and colour over a priming coat, with two coats of wall putty including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 37 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 38 UPVC Window Specification:Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 39 UPVC VentilatorSpecification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chamberedsections with wall thick of2mm.The EPDM rubber (black colour) covered with all over the edges of frame and shutter.The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames.The ventilator should be got approved from the Executive Engineer before use on work 40 Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. 41 Painting the new Iron work with two coats of Ready Mixed Enamel Paint of aproved quality and colour over the existing priming coatincluding the cost all materials etc.,complete, in all floors and as directed by the Departmntal Officers. 42 Providing and fixing Vertical blinds , quality of approved make fabric made of 100% polyester woven fabric thickness 0.40mm with virtually maintenance free having plastic bottom chain thickness of chain-0.50mm and diameter-3mm, Plastic with metal bottom and suitable coating on exterior, including all fixtures and fittings complete in all respect as per design/color/shade including requisite installation brackets etc as required for installation at site with anchoring arrangements complete. 43 Supply and laying with best quality the following materials of Ruby Red, Raw Silk Granite Slabs (Super Fine Polished with Machine Cut Edges) of sizes 4’x2’ and above 18mm to 20mm thick Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 44 Supply and laying with best quality the following materials of Sinthetic Grey, Paradise and similar varieties Granite Slabs Granite Tiles - (Superfine Polished with Machine Cut Edges) of size 2’0” x 1’0” and above 10mm Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 45 Nosing for Granite Slab-Single Nosing 46 Grooving the Granite Slab 47 Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Executive Engineer before use on work 48 Paving the floor with design Antiskirt Ceramic tiles (colour and shade as directed) of size 305 mm x 305 mm x 6 mm in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick laid in-situ and pointed with same coloured cement. 49 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 50 Supplying and filling the sunken slab area by BRICK-BATCOBA by adding CICO NO:1 of approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE- Acrylic Polymer Based Naterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturers specification after entire completion of laying pipes, sanitary fittings etc Rate including all mater aaod and lifts, working materials, labour charges wastages with necessary lead and at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc. as complete with all respects complying with relevant standard specificatior and as directed by the Client/ Engineer-in Charge 51 Including applying two coats not less than 2 nm thick of TAPECRETE- Acrylic Polymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with approved water proofing compound like CICO No. 1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturers specifications and as directed. 52 Waterproofing: Providing and Applying CFTRI approvedtwo component flexible polymer modified acryliccementitious waterproofing coating with a mix ratio of(5 Liquid :7 Powder) to the RCC surface of the UGT/OHT tankapplied @ 2.2kg/m2 in 2 coats to achieve1.2mm DFT, having Elongation at break >120% asper ASTM D 412, Tensile strength >1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right anglesof wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completelyas per specification. Followed by applying 15 mm thick dimensionally stable fibrous reinforced cementitious structural grade dual shrinkage Polymer Mortar on as protective plastering @ 29kg/m2. The material having Compressive strength of 38 MPa at 28 days as per EN 12190, Adhesive Bond Test, >1.5 Mpa as per EN1542, followed by Water curing by sprinkling water for 3 times a day for 5- 7 days. Followed by applyingtwo component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA, having mixing Ratio (Base: Hardener: Water) – 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification 53 Finishing the top of roof with one course of Solar Reflective ceramic tiles of size 305 mm x 305 mm x 7 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete 54 Supplying And Fixing Rubber Moulded Interlocking Paver Blocks Against Available Edge Restraints 83 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To- Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed Stone Sand (M Sand)) 55 Supplying and fabricating of MS structural steel supports for various applications using channels, MS angle iron, bolts, nuts, anchor bolts etc., required for the work, cut to the size, bent to shape, welding, grouting etc., complete. Supports shall be powder coated with required colour for different system as mentioned above. 56 Providing Teak wood wrought and put up for frames of doors, windows and ventilators and any other similar joinery works including cost of country wood scantlings and labour charges for manufacturing the frames and fixing hold fasts and fixing in position etc. for all lengths as per architect designs. 57 Best Indian Teak Wood Panelled door in double shutters with frames 100x75mm at side,verticals and top. The shutters shall beof 40mm thick with moulded panels in 20mm thick planks,6Nos.of iron hold fasts fixed in c.c.1:2:4 6Nos.of butt hinges 125mm long including wind appliances, furniture,iron fittings,1No.of iron padlock 15cm long for locking arrangements and fixing inposition,etc.,complete.(ISI STD) 58 Varnishing the new wood work one coat with best shellac and with fine best varnish of approved quality varnish of teak wood natural finish including preparation of surfaces with sand papering in patty priming etc., complete complying with standard specification and as directed by the Departmental officers. 59 Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter 60 Best Indian Teak Wood panelled door shutter for single leaf door. The shutter shall be 40mm thick with moulded panels in 20mm thick planks inclusive of 3 Nos.butt hinges 125mm long,furniture iron fittings,1No.of jappened hooks and eyes 200mm long and 6mm thick and iron pad lock 15cm long including fixing inposition,etc.,complete 61 FALSE CEILING WITH GYPSUM PLAIN TILES Providing and fixing true horizontal level false ceiling using SAINT -GOBAINGYPROC or Equivalent make with 24 mm Grid system using hot dipped galvanised Steel Section, exposed surface chemically cleaned caping prefinished in backed polyestar paint wall angle of size 24mmX24mm used in the periphery of the ceiling fixed to the wall partition R.C. Column bandwalls with the help of screws Column bandwalls with the help of screws at 600mmc/c. Main runner of size 32X24mm suspended at1200mm c/cmax by using securely fixed to the structural soffit of R.C.C. slab by using 6mm Nylon Rawl plug at every 1200mm (Max) and 1200mm long Cross Tee of size 24X24mm to interlocked between Mainrunner at 600mm c/c (max) to form a grid of 1200mmX600mm. 600mm long Cross Tee of size 24X24mm is inserted to form a grid of 600mmX600mm and finally tiles laying 62 Art work as per the direction of department official, over Oil Painting with first class quality and approved colour including a priming coat with thorough scrapping clean removal of dirt., etc., complete and including necessary plaster of paris, putty, etc., wherever required (Relevent ISI STD), including putty works. 63 Supplying and Fixing of English Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 64 Supplying and Fixing of Tamil Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 65 upplying and Fixing ofEmblem (15”) Stainless Steel size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 66 Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including Flashing for joints, and all incidental charges. 67 Supplying and erecting in position LIGHT DUTYSTEEL TRUSSES as per the drawing.The materials and design of the trusses should confirm to the relevant Indian Standard specification.The trusses shall be procured only from reputed manufactures oftrusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design.The rate quoted shall include the cost oftrusses.Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc.,The roof sheeting shall project 0.762m from the eves purlins. 68 Providing Wall Panelling using one side teak wood sheet with melamine polishing with following specification. The frame using aluminium tubular section of size 50mm x 25mm x 2mm thick fixing horizontally and vertically in position with wall at interval of 0.60m in both diretions, fixing water proof plywood of 12mm thick over the aluminium frame work with necessary screws. One side teak wood sheet of 3.5mm thick will be fixed over the plywood using fevical and finishing with melamine polishing and the rate inclusive of conveyance to site and labour charges and as directed by the Departmental Officers. The design pattern, water proof plywood, OST sheet and other materials to be used shall be got approved by the Executive Engineer concerned before use on work etc., complete. 69 Providing, supplying, and fixing factory-manufactured pre-fabricated insulated roofing panels made of PUF (Polyurethane Foam) sandwiched between two metal skins, comprising pre-painted galvanized iron (PPGI) sheets of 0.5 mm thickness on both sides with 40 mm to 50 mm thick CFC-free polyurethane foam core of minimum density 40 kg/m³, having tongue and groove jointing with cam-locking arrangement for weather-tight sealing. Panels shall have minimum overall R-value of 6.5 and thermal conductivity not more than 0.022 W/m·K. Roofing to be supported over structural purlins/trusses using self-drilling screws with EPDM washers, sealants, fasteners, ridge covers, and flashing, complete. Rate includes supply, transport, hoisting, cutting to size, edge finishing, foam taping at joints, sealing, labour, tools, scaffolding, and all incidentals for a fully finished, insulated, and weatherproof roofing system as per manufacturer’s specification and as directed by the Engineer-in-Charge. 70 Brick Wall Cladding Nuvocotto Edge Cut Wall Tiles Natural Red finish in size 230mm x 76mm x 15mm 71 Brick JalliNuvocotto Camp Jallie Natural Red finish in size 200mm x 200mm x 60mm 72 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT 73 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 74 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 75 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 76 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 77 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 78 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 79 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,. 80 PLUMBING 81 Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, unioncoupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting. 82 Supplying and fixing Stainless Steel Health Faucetwith all the accessories etc, 83 Supply and fixing White without PedastalWash Hand Basin of size 550mm x 400mm with all accessories such as Cast Iron Brackets, 32mm dia CP Waste Coupling, Rubber Plug and Chain, 32mm dia B Class GI Waste Pipe, 15mm dia GM Wheel Valve, 15mm dia Nylon Connection, 15mm dia Brass Nipples,15mm CP Pillar Tap etc (The wash basin should be got approved by Executive Engineer before use on works). 84 Providing and fixing C.P. Angle stop cock of approved quality conformingto IS:8931 :15mm nominal bore 85 Providing and fixing Brass Chromium Plated Towel Rail 60cm long and20mm dia with Brackets etc,. 86 Providing and fixing Brass Chromium Plated Soap Tray of size 150mm x 100mm 87 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines. 88 75 DIA 89 110 DIA 90 Providing, fixing and testing of PVC waste pipe of agricultural sereis conforming to IS 4985 including all fittings like tees, elbows, bends, collars, coupling, etc jointing with solvent cement followed by application of leak proof adhesive like FRP paste laid on floors inside the toilets to the required slope including making necessary bores in walls / foundations / concrete slab as applicable, making good the bores with CM 1:3 or cement concrete as applicable, curing etc., complete. 91 40 DIA 92 Providing, fixing and testing of PVC floor- trap 110 dia with necessory of multitrap connection (heavy duty hinged type) with brass CP frame & cover (100 mm x 75 mm). Trap of 100 mm dia inlet and 75 mm dia outlet fixed on a bed of cement concrete etc.complete. (The frame and grating shall be approved by Architects) 93 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(Concealed On Wall) 94 20MM DIA 95 25MM DIA 96 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 97 25mm dia Cost of gate valve 98 32mm dia Cost of gate valve 99 Providing, installation, testing and commissioning approved make CIY-type Strainer conforming to IS standardwithnecessary companion flanges, neoprene gaskets(10Kg/sq.cm. pressure rating) nuts and bolts including all the accessories to complete the work as per the specifications. 100 32 mm nominal bore 101 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines.(Pipes Runningin the Shaft & below ground level) 102 75 DIA 103 110 DIA 104 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(Pipes Runningin the Shaft & below ground level) 105 25MM DIA 106 32MM DIA 107 Providinging and fixing in position PVC Vent cowls of following dia of best approved quality conforming to BIS, etc., complete complying with standard specifications.(The PVC cowl should be got approved by the Executive Engineer before use on works). 108 75MM DIA 109 110MM DIA 110 Providing and fixing GI. puddle flanges (IS; 1239) fabricated out of 6 mmthick M.S. plate of size 300 x 300mm plusdia of pipe of 750mm long pipe pieces fixed to RCC wall of water tanks. Including painting with two coats of primer complete as required. The entire fitting shall be hot dipped galvanized.(Rate As per Quotation) 111 32 mm dia 112 40 mm dia 113 50 mm dia 114 65 mm dia 115 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:(Rate As per Quotation) 116 Constructing in site of Inspection chambers comprising burnt brick/solid block masonry walls of 230 mm thk., built in CM 1:4 over M-15 CC bed of thickness 100 mm ,Heavy duty RCC precast cover (SFRC), benching in CC M-15, internalfaces plastered smooth in CM1:4, 15mm thick and outside Rough Plastered with CM 1:6, 15mm thick including necessary earth work excavation returning and refilling and disposing surplus soil as directed by the Engineer in charge. 600x600 mm size internal and depth will 450mm to 1200mm & 900x800 mm size internal and depth will 450mm to 1200mm. (Rate As per Quotation) 117 600x600 118 Making of core cutting in RC slab of maximum 150mm thick of following diameter. 119 a) 150 mm dia 120 b) 125 mm dia 121 Providing and fixing MS slotted angle iron brackets, hangers, MS grip bilts,universal clamps with thereaded rod,supports with necessary drilling holes to suit the insertion of pipe clamps, deburring etc., as per detailed drawing for supporting soil, waste and rain water pipes and water Providing pipes in shafts with suitable MS clamps, bolts, anchor bolts, nuts and washers fixed on shaft walls/outer walls etc., The quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08 mm thick conformed to IS 1239 etc., complete as directed by the employer. 122 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.(600x600mm) 123 Providinging, installing, fixing, jointing, testing and commissioning of PVC Storm water pipe confirming to IS 13592 of SWR quality 4 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste,The quoted rate shall include necessary earth work, fittings,pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting,refilling, and making good the same complete as required. 124 110 DIA 125 Providing, fixing and testing of Terrace Rain water outlet (110dia) with all the accessories etc,. 126 INTERIOR 127 BOOK SHELF 1 - 2100 x 400 x 2100 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 128 MAGAZINE HOLDER - 600 x 250 x 1200 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 129 DISPLAY UNIT AT RECEPTION - 1200 x 300 x 600 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 130 LEDGE 5000 x600 x 750 Panels are 16mm MR ply with 1mm Matt Finish on both sides with 2mm PVC Edge Band finish mounted to the wall. 131 4SEATERLEARNINGCENTRETABLE-2000mmx1000mmx750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thick 132 6SEATERLEARNINGCENTRETABLE-2400mmx1000mmx 750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thic 133 READING CHAIR - Lounge Chair Uphostered in EPU Leather. Sleek Four Star Fixed Base With Revolving Function In Warm White Powder Coated Finish. Three Dimensional Lumbar Support Design. Model number SCML-SF30.1. Bosses Cabin or equivalent. 134 ROLLINGCHAIRS-Medium back chair with metal grey back frame, metal grey adjustable PU armrest (4D), moulded foam seat with metal grey shell, STG drive-by-wire mechanism with 4 position locking, polished aluminum alloy five-star base with metal grey PU castors. Model number CHT66SW. Bosses Cabin or equivalent. 135 SINGLESTUDYCHAIR:Multi-Purpose Chair Upholstered In Water Based PU Leather. Cushioned Seat and White Ash Solid Wood Legs. Model number SCMF-XCB33 - Latte Brown. Bosses Cabin or equivalent. 136 LOCKER & FOOTWEAR STORAGE- – 1950x375x470mmPLU main 2 DR numeric lock with envelop slot – 1950x375x470mm. Godrej interio or equivalent. 137 RECEPTIONDESK-1800mmx650mmx 1050mm- Reception Table In Matt White and Oak Laminate. IncludesStorage Cabinet and WireManagement Grommet OnDesk. Top Model number 28ROB003(BCRMB-OB 03). Bosses cabin or equivalent. 138 Seamlessly shift from warm, cozy tones to cool, vibrant whites (also known as tunable white or human-centric lighting) is an advanced JS3 Serial LED Connecting System LED lighting technology that allows users to adjust the color temperature of the light output — from warm to cool — to suit mood, time of day, or functional needs.LED Type: OSRAM SMD 3030Iceil™ Supply of OSRAM 24V LED Module Color Temperature: 2700K to 10000K with Iceil IP67 Drivers CRI: ≥90 – Delivers natural, true-to-life color accuracyMounting: High-performance aluminum rigid PCB– Ensures excellent thermal management and long lifespanConfiguration:– Each block features 4 high-quality LEDs– Optimized light spacing for shadow-free illumination– Viewing Angle: PMMA lens Ultra-wide 160° beam spreadDimmable: No Compatibility:DALI, Tuya Smart App, Alexa, & Google Home. Touch Panel, and RF Remote control optionsPower Consumption:– Only 4-6W per sq.ft– Energy-efficient yet high-lumen outputLighting Quality:– Uniform light diffusion across the stretch ceiling– Suitable for both translucent and printed membrane typesIceil™ Power Supply: Wide Input Range 100-305AC (Class I), Surge Protection with 6KV/4KV, Working temp. -20~ +45°C 20% ~ 90%RH, Metal case IP67, Power factor <0.98LED and Power Supply Warranty: 5 Years or 50,000 Hours (whichever comes first)Certifications: CE & RoHS Certified – environmentally safe and globally compliant Installation of pre-supplied LED lighting fixtures, associated drivers, and control systems, including all necessary mounting, wiring, terminations, and system integration by qualified technicians.The scope includes:Installation of LEDs as per lighting layoutMounting and secure placement of LED drivers and control gear in accessible locationsElectrical connections between LEDs, drivers, and controllers using appropriate cablingTesting of each circuit and commissioning of the full lighting setupRate Includes: Skilled labor, tools, basic fasteners, and all on-site installation efforts.. 139 Iceil™ supplies exclusively premium-grade of European Standard PVC Thermo-Stretchable Membrane, complying with BS1-D0 as per EN 13501-1 and Class A as per ASTM E84-2024 fire safety standards. The membrane is precision-cut to the required shape and size, with perimeter edges high-frequency welded with harpoon inserts. Installation is carried out using a durable aluminium profile framing system, ensuring a seamless, secure, and aesthetic ceiling solutionThickness 0.18 mmWeight 250–300 gsm ± 2%Light Transmission Up to 75% (for translucent type)Width Up to 5 meters (seamless); larger areas joined with invisible seamsStretching Method Thermal installation at ~50–60°C using hot air gas blower Fire Rating BS1-D0, as per EN 13501-1, ASTM E84-2024 Class A Explanation: B = Very limited contribution to fire, s1 = Little or No Smoke Production, d0 = No flaming droplets or particles Moisture Resistance 100% Moisture-proofUV Resistance Yes – does not yellow or degrade indoorsEnvironmental ROHS compliant, Phthalate-free, UL Certified - Tri-O-cresyl phosphate < 50mg per kgCertification Manufactured in ISO 9001:2015 certified factoryWarranty 10 Years (under standard indoor conditions) Installation of pre-supplied Stretch Ceiling System, including site preparation, profile fixing, membrane stretching, and finishing using specialized tools and skilled labor.The scope includesFixing of aluminum/PVC perimeter profiles as per approved ceiling layoutHeating and stretching of the pre-cut stretch ceiling membrane on-siteAlignment, tensioning, and seamless fitting of membrane onto the installed profilesIntegration of cutouts for lighting, sprinklers, air conditioning vents, speakers, etc.Final finishing, cleaning, and handover of installed ceiling areaRate Includes: Skilled labor, installation tools, on-site execution, and necessary accessories for completing the installation of the stretch ceiling. 140 The Iceil Wooden Box is built from durable MR/BWP-grade plywood, featuring a 12mm back board, 18mm vertical sides (150mm height), and dual 8mm flexible plywood layers for curved designs. The 150mm depth accommodates lighting and structural needs.Finish Options: White emulsion or PU-coated interior, or white reflective laminate; exterior customizable per client.Mounting: Reinforced corners, cross supports (wood/MS) every 2 ft, fixed with dash fasteners, threaded rods, or MS supports.Stretch Ceiling Compatibility: Suits Iceil’s PVC Harpoon Profile System with aluminium profiles for welded membranes.Lighting Integration: Base for rigid block LEDs with ventilation slots for heat dissipation. 141 Wall paper 142 Carpet Flooring 143 160A LT Metering Panel - Supply, Installation, Testing and Commissioning of CPRI approved make of panel, cubicle type, Free standing, Wall mounted, single front,14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, complete with electrolytic grade copper bus bars,internal wiring, colour coding, ferrules, Panel mounting MS Channels, fasteners, etc., including all associated control wiring. The Breakerof 160A TPN MCCB and 1set of 160/5A CT with TNEB Metering provision and 1nos of 160/5A CT for APFCR . (Rate as per Quotation) 144 Supply and Erection of electrical panels Boards 145 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type Three Phase Changer Over panel of size (H 2100 X L 2000 X D 300 ) mm with suitable to accommodate 100A 4 pole Three phase Change Over Switch-1No. as incomer for EB Source and as incomer for DG Source, 6nos of 63A 4Pole MCCBs and 4nos of 32A 4Pole MCCBs compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 146 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type 50 kVAR panel of size (H 1800 X L 1800 X D 300 ) mm with suitable to accommodate Incomer 1 Nos 63A 4Pole MCCB, 7nos of 25A 4Pole MCCBs with 7% 1-10 kVAR Capacitor banks in compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 147 VERTICAL THREE PHASE MCB DISTRIBUTION BOARD WITH MCB : Supply and fixingof4way verticalTPMCBsheetsteel Industrial Type TP MCB DB with IP54 Protection of surface type fitted with bus bars and neutral links with1 No. of 63A FP MCB as Incoming and 4 Nos.of32A,10KA Triple Pole MCB in Flush with wall and making good of the concealed portion with earth connection.( Industrial Type TPMCB DB with IP54 Protections) 148 Supply and fixing of 7 segment8 way63A TPN MCB sheet steel distribution board (Higher end) with metal / acrylic doorcover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and separate 4 way provision for accommodating one no. 4 pole incoming 63 A TPN MCB, 10kA, / Isolator and another separate 4 way for accommodating one no. 63 Amps, 30 mA, 4 pole ELCB / RCD (totally 8 ways in one segment) and 24 nos 6-32 A, 10kA, SP MCB / Isolators ( totally 24 nos.) for outgoing in 3 segments with label holder and provision for taking up cable for size not less than 35 sq.mm. withthe following in flush with wall with earth connection only. 149 Supply and fixing of 65 mm dia. (2 -1/2) GI pipe (class B) of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonry pedestal with suitable SMC box with door arrangement to house 6A SP MCB switch, 2/4 way connector on suitable hylem sheet and supply and fixing of 90W LED Streetlight fitting with LED (Higher end) with 1 metre 32mm dia. GI pipe (class B) Complete with suitable MS clamps for LED street light fitting and SMC box with PVC unsheathed copper leads from SMC box to fitting and with painting of suitable colour 150 Supply and Fixing of24W Ceiling Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 151 Supply and Fixing of11W Bulk Head Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 152 Supply of surface-mounted 24W LED wall lights to the ideal solution for a variety of indoor lighting applications. Direct illumination of the wall and surrounding surface, as well as accent lighting for vertical structures. Featuring an aesthetically pleasing, robust construction, these lights are built to withstand all weather conditions, ensuring long-lasting performance and durability • Luminaire body made of extruded aluminium alloy (grade 6063) with die cast aluminium components and non corrosive SS fasteners • Non yellowing UV stabilized translucent polycarbonate diffuser • Luminaire integrated with 24W LED • Die-cast aluminium mounting base for easy installation onto the wall • Surface mounting on wall using hardware after connecting to the power supply • IP : 65, IK : 08 • Cable entries for through-wiring of mains supply cable • Integral constant current power supply • CRI ( Ra) : >80 • Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply • Available CCT : 2700K, 3000K, 4000K, 5700K. Driver Power Supply : Integral, Input Voltage : 230-240Vac, Frequency : 50-60 Hz, Power Factor : ≥0.95, THD : <10%, Surge Protection : 4KV, Efficiency : >85%, Symmetrical Light Distribution.Product Finish options: Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. CE & BIS Certified. Inhouse NABL accredited lab. Brand Name : Philips, Product SKU : 919215850004 153 Supply of LED Linear Pendant luminaire is a versatile solution for projects that demand high quality of the lighting system and high visual comfort. With its modular design, the Revo-L can be used as an individual fixture or as a combination of luminaires put together in continuous lines • Luminaire made of extruded aluminium for better thermal management • polycarbonate diffuser for optimum optical performance, • Hexa-cell (Matte Black) secondary reflector • Suitable for surface and suspended mounting • Supplied with standard suspension kit (1metre).• Cable entries for through-wiring of mains supply cable • Integral power supply • Suitable for operation on 240V,50Hz single phase ac supply• Driver Power Supply : Integral, Power Factor : >0.90, THD : <10%, Surge Protection : 4KV-6KV, Efficiency : >85%, IP 44 Rating.• Dimension: 1188 x 36 x 75, 2365 x 36 x 75, 3540 x 36 x 75.• Wattage Options : Upto 40W, Upto 80W, Upto 120W.• Mounting: Pendant Mounting, Pendant Mounting, Pendant Mounting, Surface Mounting, Surface Mounting, Surface Mounting • Product Finish options: Pure polyester powder coated, RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 9016 Traffic White • CE & BIS Certified • Inhouse NABL accredited lab. Philips SP170P LED25S-6500 PSU W5L113 OD WH Smartbright Linear 154 Supply of Input power : 8W LED Bollard luminaire designed for surface mounted. Symmetrical light distribution. Luminaire madeof extruded aluminium alloy (grade 6063), die-cast aluminium of high corrosion resistance and non corrosive stainless steel fasteners. Translucent polycarbonate diffuser. Pressure die cast aluminium mounting plate Ø100.5mm x 4mm thick with 2 elongated holes 15 x 10 to suit M8 bolts at PCD55 for surface mounting on floor. The base plate have a cable entry hole of 70 x 24 mm dia at the center. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK08. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.9, THD <10%, Surge protection 2.5KV. Luminaire dimension : 106mm diameter x 565mm height. CE & BIS Certified. Foundation Bolt - 2 Nos of M8 Foundation J Bolt Length 150mm, 2 Nos of (Spring Washers, Plain Washers and Nuts) for each BoltInhouse NABL accredited lab. PHILIPS Bollard BCP100 LED 10W PSU GR L 750mm Solar Light 155 Supply of LED Linear Lighting to suit ceiling / wall is a slim and elegantly designed fixture, suited for varied applications offers a uniform, glareless and soft lighting.Al. Profile Housing Dimension: 1000 x 17 x 8, 2000 x 17 x 8Mounting: Surface Mounting, Product Finish: Anodized Aluminum• Luminaire made of extruded aluminium for better thermal management • PC clear / semi clear matte diffuser for excellent diffused lighting experience throughout the life of the fixture • Designed for mounting on ceiling / wall • Cable entries for through-wiring of mains supply cable • To be used with LED strip & power supply unit of suitable rating. Brand Philips Profile Shine 240 LEDs/m LED Strip | 3000K Warm White | High Brightness Linear Strip for Cove, False Ceiling, Architectural, Ambient Lighting 156 Supply of 24V 2835 Flexible LED Strip, 12W/m, Non-Integral, CCT: 2700K, 4000K, 6500KDimension: 5m / Roll, IP : 67, Brand Name : K-Lite, Code : 7289 or equivalent 157 24V Power supply, IP 67 Rated SMPS suitable for 24V LED Strip lights. Wattage: 150W, 24V Series Waterproof IP67 Power Supply24Vdc 6.25 Amps 150W Power unitDimension: 313 x 43 x 34IP : 67,Brand Name : K-Lite, Code : 8198 or equivalent 158 Supply and fixing of Fans and Air Circulator 159 Supply and fixing of 1200mm (48) sweep AC ceiling fan 5 star rated complete ( Higher end)with 2 module 100W fan step regulator (Higher end)with 2.5 metre down rod with fan clamp, and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 160 Supply and fixing of 600mm wall mounting Air circulator and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 161 Supply and fixing of 300mm(12)sweep (Heavy duty) AC Exhaust fan complete with necessary wall opening and making good of the wall and wiring to the near by point with 1.5 sqmm FRLS PVC insulated copper wires including necessaryaccessories and hardwares as required. 162 Supply and fixing oflouvers shutter arrangements for 300mm(12)sweep (Heavy duty) AC Exhaust fan complete 163 Supply and laying of following XLPE armoured LTUG cable in a trench/Tray with suitable cable tie tag etc as required. 164 Supply and Laying of 3 1/2 x 50 sq.mm. PVC Al.Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 165 Supply and Laying of 4C x 16 sq.mm. PVC AL. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.Main Panel to DB 166 Supply and Laying of 3C x 2.5 sq.mm. PVC Cu. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make goodMain Panel / DB to Street Lights 167 Supplying & Laying 120mm/103.5mm HDPE Pipe as per requirements including excavation & refilling. 168 Supply and fixing of double compression brass cable gland for following Aluminium conductorXLPE insulatedarmoured cable of 1100 V grade with earth connection. 169 Supply and fixing of brass cable gland for3 1/2 Cx 50 Sq.mm PVC LTUGAl. Armoured cable with earth connection 170 Supply and fixing of brass cable gland suitable for4C x 16 PVC Al. Armoured LTUG cable with earth connection. 171 Supply and fixing of brass cable gland for 3C x 2.5 sqmm COPPER cableLTUG cablewith earth connection. 172 Supply and providing cable end termination of the following sizePVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (copper sockets for copper cables and Alu. Sockets for alum. Cable) 173 Supply and providing cable end termination of3 1/2Corex 50Sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping etc., with electrical connection complete. 174 Supply and providing cable end termination of 4 C x 16sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping with electrical connection complete. 175 Supply and providing cable end termination of 3C X 2.5 SqmmPVC LTUGCopper cable with necessary copper cable sockets by crimping etc, with electrical connection complete. 176 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End (SD-375) 177 Wiring with 2 x 4 sq.mm. (56/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 16A one way module switch and 1 no. 16A 3/2 pin module socket with module front plate with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with painting of suitable colour for Concealed PVC pipe power Plug point ( 8 points / Coil)Higher End (SD-385) 178 Supply and fixing of 25A Flushtype Wall Socket 25A DPMCB complete set for ACPlug inflush with wall with earth connection (For AC Plug) 179 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigidpipe Concealed inwall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copperwire and making good of the concealed portion withsuitable colour. ( SD 430 ) 180 Supply and Run of 2 Run x 2.5 sqmm and 1R of 1.5sq sqmm PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in suitable Pvc conduit pipe onconcealed wall and ceiling with continuous earth wire connection with painting of suitable colour. 181 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 50mm and 2 mtr long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs of carbon based environment friendly backfill compound and suitable clamp andwithcopper earth plate of size 125mm x 50mm x 6mm with necessary funnelling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonrySD-233 182 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection 183 Supply and Run of 1 of25.6.25 mm Al. Flat on wall / floor / ground for earth connection. 184 Supply and Run of 1 of25.6.25 mm Cu. Flat on wall / floor / ground for earth connection. 185 Supply, Installation, Testing and commissioning of 40 channel NVR with 4TB HDD * 4nos, Up to 40-ch 8 MP IP cameras can be connected, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by up to 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1/VGA1 outputs provided  HDMI1 Video output ) resolution Storage and Playback, Up to 4SATA interfaces and 1 eSATA interface for HDD connection, Support upto 6TB capacity for each HDD, Smart search for efficient playback.(Make: Hikvision/Dahua/Panasonic) 186 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse.All including suitable camera stand and accessories. (Make: Dahua/Panasonic) 187 Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IR Dome Each Cameras, 1/2.8 CMOS,4 MP 2592 x1520 or better , triple stream, Min. Illumination required 0.005 Lux/F2.0 (Color,30IRE), 0 Lux/F2.0 (IR ON), 140dB True WDR, triple stream,3 to 12 mm, F1.4 to 2.8 , MFZ, Backlight Compensation, Highlight Compensation 3DNR, Privacy Mask, Internal/External Smart IR LEDs with up to 50m IR distance, H.265& |MJPEG, Inbuilt Video Analytics: Smart Motion Detection, Intrusion Detection, People Counting, Multiloitering, Face Detection, Line Crossing, Missing Object detection, [Unattended Object Detection. THe camera shall have inbuilt cyber security FIPS Chipset.Audio Stream Full Duplex, 1TB SD card support, IP 67 & IK10, Alarm: 1 In & 1out, PoE, H.265 High Profile and MJPEG, PoE Class . Certifications: ONVIF Profile S,G,T & M compliant, NDAA 889 UL, CE, EN, FCC & RoHS compliant and with all accessories and as per detailed tender specifications. 188 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37). (Make: Sony/ LG /Samsung). 189 Supply and Clamping of CAT 6 armoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylenev. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 190 Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point( Point to Point ) Crimping, Testing and arrangement charges. 191 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. 192 Supply and Fixing of Rack with Accessories -Higher end 12 U Rack with LNS unit and fan extra for the above rack. 193 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 194 PA SYSTEMS 195 Supply,installation, testing and commissioning of 30W High efficiency ABS horn loudspeaker with weather protectin IP 65Max Power : 45 W, Rated power, 30 Watts, Power tapping, 30/15/7.5W-Effective frequency range (-10 db) (-380 Hz to 5 kHz) - SPL at rated power (1 khz) 126 dB- Self extinguishing acc. to UL 94 VO - IP 65 acc. to IEC 60529, safety acc. to EN 60065. (Make - BOSCH) 196 Supply, installaion, testing and commissioning of 240W mixer amplifier with following features : inbuilt bluetooth for audio streaming, sports audio playback from USB pen drive, 4 microphone/line inputs, plus music source input, insert features to use as a pre/power amplifier, Optional 2 tone chime generation for input 1 technical specifications - Frequency response 80 Hz to 18 kHx (+1/-3 dB W - 10 dB ref. rated output) - Distortion <1% @ rated output power, 1 kHz bass control Max +/- 8 dB Treble control max +/- 8 dB. (Make - BOSCH) 197 Supply, installation, testing and commissioning of Goose Mic 198 Supply and installation ofHandheld microphone with a dynamic transducer element that shall be designed for high speech intelligivility. It should have a rugged enclosure is both stylish and easy to use in a wide range of public and sound reinforcement applications. Polar Pattern unidirectional, frequency range 80 hZ to 12 kHz, Sensitivity 1.7mV/Pa +/- dB, Rate out impedance 600 Ohms. (Make BOSCH) (Market rate) 199 Supply and laying of FRLS PVC insulated 2 core 1.5 sq.mm. Armoured Copper Cable on ceiling / wall using fixing accessories like screws, plug, clamps, etc., asper standard methods and as directed by the Departmental Officers. 200 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 201 Supply and erection, testing and commissioning of 2.0 TR (6000K.cal/hr) ABS Split type Air conditioner (3 star rating)confirming to IS : 1391(part-2) 1992 with Admt No.1 fitted withhermetically sealed air compressor operating on refrigerant R-410A suitable for wall mounting for operation on 230V 50 HZsingle phase AC supply inverter technology with capable of thefollowing performinga) Coolingb) Dehumidifyingc) Air circulatingd) Filteringe) Refrigerant pipe lines – 6 mtr lengthThe installation works for the above split type AC units includethe following1. Mounting / fitting indoor and outdoor units at theirrespective locations2. Laying refrigerant pipe line of required length notexceeding 6 meters distance & connecting both units afterdrilling hole/holes in the wall is required, thickness of the coppertubing shall not be less than 0.7 mm3. Installing the section pipe with expanded polythene foamtubing4. Laying drain pipe to throw out the condensate water beingformed within indoor unit5. Leak testing the entire system unit6. Charging refrigerant gas in the unit7. Suitable electrical wiring with to be provided with 2.5sq.mm PVC insulated copper wire between indoor and outdoorunit upto 6 meter length and upto switch within 3 meters oflocation of indoor unit. (Like (Carrier / Voltas / Blue Star /Equivalent) as directed by the department officers 202 Supply and fixing of 5 KVA slim and wall mounting (V Guardmake ) double booster voltage stabilizer for operation on 170-230V 50Hz single phase AC supply capable for 2 TR split ACwith necessary inter connection and earth connection as directedby the departmental officers. 203 LANDSCAPE 204 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 205 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 206 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 207 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 208 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 209 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 210 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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8.
Drinking Water Supply and Sanitation #9891928 Technical Bid
Tender For Work Of Augmentation Of Rwss Singod Khurd To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur. - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15.0 KW (20.0 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 200KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 150KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 11
Rajasthan View Result →
9.
Drinking Water Supply and Sanitation #9876390 Technical Bid
Tender For Work Of Augmentation Of Rwss Loharwada To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15 KW (20 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 250KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 100KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
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11.
Housing Urban and Rular Development #9465186 Technical Bid
Construction Of Shopping Complex Siya Complex In Rajpura Awasiy Yojna Phase 2 - Laying and Jointing PVC Pipe. Heading 2 Excavation in foundation in ordinary soil lift up to 1.50 m and lead up to 30 m complete in all respect. 3 Add for every additional 30m lead or for addition lead 1.50 m 4 Add for every additional 30m lead or for addition lead 1.50 m 5 sand filling in plinth complete in all respect. 6 Cement Concrete in 1:4:8 cement c sand and4cm gauge approved stone ballast complete in all respect. 7 R.C.C work with 1:1.5:3 cement csand and 20 mm dala stone grite complete in all respect. 8 R.C.C work with 1:1.5:3 cement csand and 20 mm dala stone grite complete in all respect. But R.C.C T beam collumn slab 9 F.F 10 S.F 11 T.F 12 R.C.C work with 1:2:4 cement csand and 20 mm dala stone grite complete in all respect. 13 F.F 14 S.F 15 T.F 16 R.C.C LINTOL 17 R.C.C work with 1:1.5:3 cement csand and 20 mm dala stone grite 40 mm thickcomplete in all respect. 18 M-150 brick work in 1:4 cement and csand complet in all respect. For half brick masonary 19 M-150 brick work in 1:4 cement and csand complet in all respect. HALF brick masonary 20 G.F 21 F.F 22 S.F 23 T.F 24 TARRACE FLOOR 25 M-150 brick work in 1:4 cement and csand complet in all respect.brick masonary 26 F.F 27 S.F 28 T.F 29 Providing and fixing ISI marked flush door shutters confirming to IS:2202 (Part 1)non decorative type core of block board 35mm thick including ISI marked Stainless steel butt hinges with necessary screws. 30 Extra for providing lipping with 2nd class tak wood battens 25mm mion all edges of flunium depth of flush door shutter 31 Providingand fixing aluminium sliding door bots ISI marked anodise not less than grade AC10 tranparent or dyed to required colour or shade with nuts and screws etc. for 0.90 m to 1.00 m wide 32 250x16mm 33 Providingand fixing aluminium sliding door bots ISI marked anodise not less than grade AC10 tranparent or dyed to required colour or shade with nuts and screws etc. for 300m m x 10 mm wide 34 200x10mm at centre below handle from inside 35 Providing and fixing of aluminium handles ISI marked anodised125 mm 36 mild steel or iron work in heavy sizes such as trusses builts up gates record racks roof work gates etc complete In all respect. 37 Mild steel or iron in plain work such as in reinforcement cement concrete or reinforcement brick work complete in all respect. 38 Providing and fixing in position sollapsible steel shutterwith vertical channels 20x 10 x 2mm ( 3/4 x 3/8 x 1/12) and braced with flat iron diagonals 20 x 5mm ( 3/4 x 3/16) size with top and bottom rails of T iron 40 x 40 x 6mm ( 1 1/2 x 1 1/2 x 1/4) with 38mm dia steel pulleys with bolts, nuts, locking 39 Supply and fixing of Rolling shutters ofapproved design made of 80 x 125mm (3 x 18 gauge) cold rolled ms lath inter locked throughout their entire length and jointed together at the end by end locks and mounted on specially designed pipe shaft with brackets , side guides and arrangements for inside and outside poking complete in all respect. 40 Providing and fixing MS Tubular frames for doors, windows, ventilatorsand cupboards with rectangular. L typesections, made of 1.60mm thick MS sheetjoints mitred, welded and grinded finish,with profiles of required size including (total 50 door chaukhats at an averageweight of 30 kg per chaukhat)= 1500 kg Fixing with 15 x 3mm lugs 10cm long embedded in cement concrete block 15 x 10 x 10 cm of CC 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size) 41 Providing and laying water proofing treatmentin sunken portion of WCs, bathroom etc by applying cement slurry mixed with water proofing cement compound consisting of be allowed to air cure for 4 hours followedapplying a. First layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing compound @ 0.253 kg/ sqm . This layer shall be allowed to air cure for 4 hoursb . Second layer of slurry of cement @ 0.242 kg/ sqm mixed with water proofing compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed 42 12mm thick plaster with cement mortar consisting of 1 part cement and 4 parts of approved coarse sand (of 1.25 fineness modulous). Minimum thickness to be notess than 10m. Including supply of all 43 12 mm thick plaster with cement mortarconsisting of 1 part cement and 3 part of approved coarse sand.Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T and P etc. 44 Add for extra labour and material for plaster over rough face of one brick wall 45 Making grooves 10 to 12mm wide x 8mmdeep in plaster of the wall or in ceiling vertically or horizontally as required. 46 20mm cement plaster in two coats(for basement wall) backing coat of 17mm and finishing coat of 3mm thick of neat cement or cement and marble dust in ratio 3:1 on rough side of single or half brickwall for interior plastering upto floor two level including arises, internal rounded anglenot exceeding 80mm in girth and finish edeven and smooth.1cement : 3 coarse sand 47 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make , in all colours, shades white cement mixed with pigment of except burgundy, bottle green, black of any size as approved by Engineer in charge , in skirting, risers of steps and dados over 12mm thick bed of ement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in complete in all respect. 48 Providing and laying rectified Glazed ceramic floor tiles of size 300 x 300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours white, ivory, grey fume red brown, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. 49 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622 of approved make, in all colours and shades, laid on 20mm thick cementmortar 1:4 ( 1 cement : 4 coarse sand) size of tile 600 x 600 mm 50 Providing and laying Vitrified tiles indifferent sizes, (thickness to be specified by manufacturer) with water absorption less than 0.08%and conforming to Is:15622 of approved make in all colours and shade , in skirting, risers of steps,over 12mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) joiinting with grey cement slurry @ 3.3kg/ sqm including 51 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per architectural drawings with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand) laid and jointed with cement slurry 52 (As per above except colour ) Polished Granite stone slab of all colour and texture except black, cherry/ ruby red 53 Providing and fixing stainless steel (grade 304) railing made of hollow tubes, channels plates etc. including welding, grinding, buffing, polishing, and making curvature wherever required, and fitting the same woth necessary stainless steel nuts and bolts complete i/c fixing the railing with necessaryaccessories and stainless steel dash 54 Chequered precast cement concrete tiles 22mm thick in footpath and courtyard with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) 55 Providing and applying white cement based putty of average thickness of 1mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete. 56 One priming coat of cement primer and one coat oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper ompletion of the work. 57 As in item 33 above but for every coat after the first coat. 58 Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade New work (two or more coats applied @ 1.43 litres/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 59 Painting roofs or other iron work in large areas with one coat of ready mixed paint primer and one coat of approved paint (British, Anisole or equivalent) including supply of all materials, labour and T and P etc. required for proper completion of the work. Paint to be used should confirm to 60 Painting with valsper or other approved high grade enamel complete one coat over previously painted surface including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Enamel to be used should confirm to 61 Painting or varnishing new iron work in small areas or new wood with one coat (upto one sqm) of ready mixed priming paint and one coat of approved superior quality ready mix paint (2nd quality synthetic enamel paint of approved brand such as British paint, Shalimar, Asian or equivalent as approved by E/I) or varnish including supply of all materials, labour, 62 As in item no. 38 above but for every coat after the first coat 63 Providing and fixng factory made UPVC wihite colour fixed glazed windows/ ventilators comprising of UPVC multi chambered frame and mullion (wherever required) extruded profiles duly reinforced with1.60 + /-0.2mm thick galvanized mild steel section made from roll forming process of required length shape and size according to UPVC profile upvc extruded glazing beads of appropriatedimension, EPDM gasket GI fastners 100 x 8mm size for fixingframe to finished hardware and drainage of water etc After fixing the gap between frame andadjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality all complete as per approveddrawing and direction of Engineer in charge (single/ double glass panes and silicon sealant shall be paid seprarately) Fixed window / ventilator made of (small series) frame 47 x 50mm and mullion 47 x 68mm both having wall thickness of 1.9 + / - 0.2mm and single glazing bead of appropriate dimension 64 Providing and fixing factory made upvc white colour sliding glazed window upto 1.50m in height dimensions comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 + /- 0.2mm thick galvanized mild steel section made from roll forming process of required length shape and size according to upvc profile. appropriate dimension of upvc extruded glazing beads and upvc extruded interlocksepdm gasket , wool pile, zinc alloy white powder coated touch locks with hook, sinc alloy body with single nylon rollers (weight bearing capacity of 40kg) gi fastners, 100 x 8mm 65 (rest as per above but for larger area) Two track two panels sliding window made of (big series) frame 67 x 50mm and sash 46 x 62mm both having wall thickness of 2.3 + / - 0.2mm and single glazing bead/ double glazing bead of appropriate dimension (area of window above 1.75 sqm upto 2.50 sqm) 66 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows an clerestorey windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick.Float glass panels 5mm thick glass panels (weight not less than 12.50 kg/ sqm) 67 Providing and fixing stainless steel (ss 304) grade friction hinges to the side/ top hung UPVC windows of approved quality with necessary stainless steel screws etc as per directions of Engineer in charge. 200 x 19 x 1.9mm 68 Providing and fixing casement handle made of zinc alloyed (white powder coated) for upvc casement window with necessary screws etc.complete. 69 Filling the gap in between upvc frame and adjacent rcc/ brick/ stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete Upto 5mm depth and 5mm width. 70 Aluminium framing for Aluminium Composite Material Cladding all complete.Providing and supplying aluminium extruded tubular and other aluminiuim sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 Y5 or T6 as per BS 1474, including super durable powder coating of 60- 80 microns conforming to AAMA2604 of required colour and shade as approved by the Engineer in charge (The item includes cost of material such as cleats, sleeves, 71 Designing, fabricating, testing , installing nd fixing in position Curtain wall with Aluminium Composite Panel cladding with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels including.Structural analysis and design and preparation of shop drawings for pressure equalisation or rain screen principle as equired, proper drainage of water to make it watertight including checking of all the structural and functional design. 72 Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of the following operations 73 CONSTRUCTION OF R.C.C TANK 74 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 30m. 75 In all kind of soil upto 1.5m to 3.0m. depth 76 In all kind of soil upto 3.0m to 4.5m. Depth 77 In all kind of soil upto 4.5 m to 6.0m. Depth 78 Providing and laying in cement concrete 1:4:8 (1 cement :2 coarse sand :4 graded Stone asize) and curing complete,including cost of form- work,in foundation and floors. 79 Reinforcement cement concrete work in RCC culvert slab with 1:2:4 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 80 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 81 SUB HEAD-I-SANITARY INSTALLATIONS 82 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 83 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. C.P. brass 84 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 85 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 86 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 87 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 88 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 89 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 90 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 15 mm nominal bore 91 Providing and fixing uplasticised PVC connection pipe with brass unions 15 mm nominal bore 92 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 510x1040 mm bowl depth 200 mm 93 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete32mm Dia 94 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 95 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 96 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 97 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. Granite Stone of approved shade 98 SUB HEAD-II-WATER SUPPLY 99 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. For Internal Toilet 15 mm nominal outer dia Pipes 100 20 mm nominal outer dia Pipes 101 25 mm nominal outer dia Pipes 102 32 mm nominal outer dia Pipes 103 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall20 mm nominal bore 104 25 mm nominal bore 105 32 mm nominal bore 106 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall Terrace loop & Tank Filling Pipe 50 mm bore 107 65 mm nominal bore (i/c two coat of synthetic enamel paint) 108 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- Lehry Make Automatic OHT Level Control System Consist of Following Items 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 65mm 109 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work50mm diameter pipe 110 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 111 50 to 80 mm nominal bore 112 Providing and fixing brass stop cock of approved quality : For Internal Toilet 20 mm nominal bore 113 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :For vertical pipe connection with terrace ringmain 20 mm nominal bore 114 25 mm nominal bore 115 32 mm nominal bore 116 50 mm nominal bore 117 65 mm nominal bore 118 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 25mm dia. 119 50mm dia. 120 65mm dia. 121 80 mm dia. 122 100mm dia. 123 150mm dia. 124 200mm dia. 125 SUB HEAD : III - ROOFING 126 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia (for rain water) 127 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. Single Push Fit Coupler 110 mm dia 128 Single tee with door 110x110x110 mm 129 Plain bend 87.5 deg 10 mm dia 130 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm dia 131 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 132 SUB HEAD : IV - INTERNAL DRAINAGE 133 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. Internal Toilet (Soil & Waste Pipe) 75 MM 134 100mm dia. 135 Exposed on Wall (Soil & Waste Pipe) 110 mm 136 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Bend without door (87.5°) 110mm bend 137 Bend without door (45°) 138 100mm 139 Y Fitting without door 100mm 140 75 mm 141 Reduced Y Fitting without door 100mm x 75mm 142 Single Tee without door 100mm 143 75 mm 144 Single Tee with door 100mm 145 Reduced Tee with door 110mm x 75mm 146 Coupler 110mm 147 Clean Out Plug (COP) 110 mm 148 75 mm 149 Vent Cowl 110 mm 150 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc For Wash basin & Urinal 50m dia pipe 151 32 mm dia pipe 152 Elbow (90°) 50mm 153 32mm 154 Elbow (45°) 50 mm 155 32 mm 156 T fitting50mm 157 32 mm 158 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 110mm x 75mm x 50mm/40mm (Toilet) 159 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 110mm x 75mm (Toilet) 160 110mm x 75mm (Kitchen) 161 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid Rectangular type with openable circular lid 162 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 163 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100 mm diameter 164 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 165 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 166 COST OF SEWERAGE WORKS 167 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 168 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 169 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 170 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm.dia. RCCPipes 171 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). (i) For Sewer Line 172 Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 173 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 174 Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 175 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 176 COST OF EXTERNAL WATER SUPPLY WORKS 177 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 65mm nominal bore. 178 Supplying and fixing of specials for pressure pipe 10 % 179 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 65 mm nominal bore 180 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 181 Supply, Installation, testing & commissioning of Vertical in line pumping setcomplete. The rate shall include the cost of electrical panel and piping work complete Domestic Water Supply pumps : Capacity/Flow Rate - 12.5 m3/hr Head- 45 mLocation-1 set in UGT (1 set = 2nos(1W+1S)) 182 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. 183 Supply, fixing, testing and commissioning of Level Float Switch, for dry run protection of pump as per specifications:- Size 5 Mtr, Item Code (LIV-LFV-RED- MTR)(location : UG TANK) 184 RAIN WATER HARVESTING 185 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 30m. In all kind of soil upto 1.5m depth 186 In all kind of soil upto 1.5m to 3.0m. depth 187 In all kind of soil upto 3.0m to 4.5m. Depth 188 In all kind of soil upto 4.5 m to 6.0m. Depth 189 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 190 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 191 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 192 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 193 12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) 194 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 195 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 196 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. 197 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 198 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 199 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 200 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 201 DESILTING CHAMBER 202 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 203 In all kind of soil upto 1.5m to 3.0m. Depth 204 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 205 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 206 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 207 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 208 12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) 209 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 210 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 211 DRAINAGE NETWORK 212 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. Pipes 80 mm to 300 mmdiameter 213 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 214 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 215 a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. 216 Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset Product Type: SUBMERSIBLE DRAINAGE PUMPProduct ConfigurationPump Classification: Standard PumpComponent MaterialsVolute Material: Cast Iron FG 260Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410Seal Material: Carbon/Ceramic/NBR/S.S 304Motor SpecificationsPhase: 3Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework ConnectionFloat Switch: With Float SwitchSolids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9m Each Pump Set Detail = 1W+1S ( 1No. for UGT & 1 No. in basement) 217 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 218 SEPTIC TANK & SOAK PIT 219 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth 220 n all kind of soil upto 1.5m to 3.0m. Depth 221 In all kind of soil upto 3.0m to 4.5m. Depth 222 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size) 223 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 224 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 225 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor 226 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 227 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 228 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 229 Providing & fixing 75mm dia vent pipes. 230 Providing & fixing of 75mm dia cast iron terminal guard. 231 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 232 M.D. -2.5- Circular shape 450mm internal diameter 233 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 234 CONSTRUCTIONOFTUBEWELL 235 Drilling of 200 mm dia bore hole. 236 Supply of 125 mm dia MSpipe as per IS1239 237 Supply of 125 mm dia slotted MSpipe 238 Supply and fixing of nylon jali around the slotted pipes 239 Providing and packing of coarse sand / pea gravel around the pipe (7.44 Cum) 240 Transport of boring tools other required equipements and 241 Supply of submersible pump of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc 242 Providing/inst. Of copper multistand PVC insulated FR cable suitable for submersible pump. (from Starter panel to submersible pump) 3 core copper cable 243 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 244 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 245 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 246 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 247 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the 248 Testing and development of tube well.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 5
Uttar Pradesh View Result →
12.
Drinking Water Supply and Sanitation #9460338 Technical Bid
Tender For Baragaon Nagar Panchayat Reorganization Water Supply Scheme Under Amrit 2.0; CIVIL WORK Pump House 2 Supply of all materials labour for Construction of Pumphouse (3.60 x 3.00 x 3.00 M) CUM Chloronating Room (2.80 x 1.50 x 3.00 M) Including all material labour t&p etc Complete as per design & drawing. As per type design of Jal Nigam as per direction of engineer incharge. 3 Supply of all materials labour for Construction of Additional Dozer Room at every zone for DMA (2..50 x 3.00 x 4.00 M) Including all material labour t&p etc Complete as per design & drawing. as per direction of engineer incharge 4 Supply of all materials labour for Construction ofMCS Room (8.00 x 5.00 x 4.00 M) Including all material labour t&p etc Complete as per design & drawing. as per direction of engineer incharge 5 RISING MAIN FOR ZONE 1 AND 2& BYE-PASS ARRANGEMENT 6 Supply of the following sizes of D.I. pipes Class K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance including speials. 7 150 mm DI K-9 8 Supply of the following sizes of C.I. Double flanged sluice valves as per I.S. 780/1960 for testing 10kg/Sqcm F.O.R Destination including all taxes and Insurance. 9 150 mm. dia. 10 Excavation in ordinary soil (lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 10 KM from the center of the foundation trenches.as per direction of engineer incharge 11 Excavation for pipe line in all type of rock by chieselling /blastingincluding supply ofblasting materials and stacking properly useful materials with lift up to 1.5 m and lead up to 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within10 KM.as per direction of engineer incharge 12 Carting from the store (up to 8 Km.) The following sizes of D.I. double pipe K-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. 13 150 mm. dia. 14 Carting of D/F Sluice valves of following sizes to the site of workslowering them into already prepared trenches and fixing them In position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete. 15 150 mm. dia. 16 Supply of all materials, labour T&P etc. required and construct masonry type sluice valves chamber as per type design including supply and materials labour, T&P etc. complete. 17 Supply of all materials, labour, T & P etc. required and construct thrust blocks in RCC 1:2:4 at the bends and below the Valves. 18 Dismantling and reinstatement of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 50 m. as per direction of engineer incharge 19 BITUMINOUS ROAD 20 C.C. ROAD 21 Renovation of O.H.T. :- Dismantiling of OHT Flooring , Removing weak concrete hacked, roughended and clean thoroughly of OHT Coloumn for strenthening of OHT Coloumn M S or Iron Work in Plain work Supply of Aporxy resin for Old surface to joint new surface of cement concrete.Jacketing of Cement Concrete 1:1:5:3 Coment Course Sand, Stone Grit Thickness 60 mm Around old coloumn in OHT Including labour T&P etc complete.Construction of RCC foundation of Coloumn Pedestal with 1:1:5:3 cement concrete Dismantling of inner portion old plaster including disposal of malba (vertical wall, cone wall, bottom dome and top dome ).Repairing of Railing of Stair and Balcony with 20mm GI Pipe including changing of old pipe and reflexing new pipe, 12 mm thick Plaster 1:3 Cement and Course sand andwater Proofing Coumpond Chemical over the tank intenal wall and bottom dome to remove the leakage and seepage of tank(vertical wall, cone wall, bottom dome and top dome ). Changing of old & Damaged manhole cover including its fixing Scafoldingfor repairing & Painting of OHT, Dismantling/ Fixing of Inlet, Outlet, Over Flow washout pipe of OHT ,Changing of inlet outlet and washout unserviceable DI Pipe including dismantiling of old pipeand fixing of new pipe 40mm thick PCC (1:2:4) flooring with cement coarse sand and 20mm gauge stone ballast laid in pannels finished with 3mm thick floating coat of neat cement over base concrete 75mm thick consisting of cement, local sand 40mm brick ballast in 1:4:8 including Painting two coats of approved paint Apex Ultima or varnish including supply of all materials, labour and T&P etc required for Proper completion of the work in OHT. as per direction of engineer incharge 22 Design & Supply of all materials, T&P etc required for construction of specified capacity OHT with specified stagingas per following requirements:- 23 Capacity-As Specified in Item No 1.1 to 1.12Grading of OHT- M--35 The food grade epoxy coating of FOSROC / CIEBA GAIKI or reputated brand on the all inside surface area of water container after treatment of water tightness.Stair case- Seperate two column basedRCC staircase and 1 m wide balcony with box type RCC structure at the entrance of the staircase to protect the entry of unwanted persons & locking arrangement with MS door.Railings- 20 mm dia G.I. Pipe (medium quality steel tubes as per IS 1239) railing consisting of 3 rows of with posts height (50x50x6 mm MS angle) (1.0 m) of same pipe around stair case (both sides), balcony & at the top dome periphery, including epoxy 3mm thick coating above base coat, 65mm dia GI pipe (medium quality steel tubes as per IS 1239) ladder with FRP coating from opening of top dome to inside the tank and top of bottom dome. Supply and fixing of CI man hole cover with locking device at opening on the top dome to go inside the tank. Ventilator and Water level indicator - RCC ventilator with SS grill (10 sqm at the spacing of 30 mm) with steel mosquito mesh,electronic digitalwater level indicator with ultrasonic sensor including supply & fixing of solar energy arrangements. Lightening conductor- A good quality lightening conductor covered with PVC casing Vertical pipes- Inlet Pipe - 150 mm, outlet pipe - 250 mm, overflow - 150 mm & washout pipe - 100 mmC.I. D/F pipe as per design criteria upto 1 m beyond the apron, IVC/Kirloskar sluice valve on inlet, out let & at wash out pipe, duck foot bend, puddle collers and bell mouths. 10 mm thick & 150 mm wide S S plate clamp for fixing of verticle pipes with RCC columns (minimum 2 clamps between ends of each pipe). It also includes bye pass arrangement of OHT. The velocity in the pipes shall not exceed 1.5 m/sFlooring, Apron & Drain- 100 mm thick PCC of 1:2:4 & 100 mm thick CC of 1:1:2 with 6 mm thick glass strips not more than 1 sqm area upto 2 m from outer edge of the columns of OHT, drain of size 200 mm x 200 mm with 150 mm thick CC of 1:1:2 including necessary sluice valve chambers and pipe line required for proper drainage of rain water from the campus.Sluice valve chambers- 3 nos. of sluice valve chamber (minimum size 1.5 x 1.5 x 1.5 m or larger size as per requirements of site) of brick work with 200 mm thick RCC slab..Sluice valve chambers- 3 nos. of sluice valve chamber (minimum size 1.5 x 1.5 x 1.5 m or larger size as per requirements of site) of brick work with 200 mm thick RCC slab.Two coat apex painting over one coat primer of approved colour of asian / berger paints after fixing of RCC surface with grinder, repair of minor holes, unevenness etc. proper completion of work.Soil bearing capacity- Structure shall be design on the basis of maximum bearing capacity of 8 tonne/sqm or minimum as per actual on the basis of test report of soil bearing capacity. as per direction of engineer incharge 24 Sub Zone of Proposed OHT 18 m Staging ( Including 1m made of Gl or as per site condition ) 25 Proposed OHT Zone-II 400 kl Capacity and 18 m Staging 26 Cost of Testing for bearing capacity of soil for various sites of proposed OHT 27 DISTRIBUTION SYSTEM 28 Supply of following sizes D.I. K-7 pipes,as per I.S.- 8329/2000 or its Latest ammenmendsuitable for pipe with rubber gasket, coupling, coupler, including supply of specials DI DF/DI DS like Tees, Vertical / Horizontal Bend, Gap Pieces required for case of sectional testing etc and making S/S joints all materials T&P etc. all complete. as per I.S. F.O.R. destination including all local cartage etc complete.. ( Rising main Purpose ) 29 250 mm dia D.I.K-7 30 200 mm dia D.I K-7 31 Supply of the following HDPE Pipes as per B.I.S. code no. 4984/2016 or its latest amendment including cost of 1 HDPE coupler per pipe length and all bend , reducer, tee and all type of spacial which are required in Electro fusion joint fitting inclusive of all taxes and duties, 3rd party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges etc. F.O.R. destination etc. complete 32 180 mm dia HDPE PN10/PE100 33 160 mm dia HDPE PN10/PE100 34 140 mm dia HDPE PN10/PE100 35 110 mm dia HDPE PN10/PE100 36 Supply of following type of valves as per specifications F.O.R. desination rates per meter (exclusive of GST) in Rs. every where in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges, unloading & stacking the same etc. complete.Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000 37 250 mm dia 38 200 mm dia 39 150 mm dia 40 100 mm dia 41 Supply of the following sizes of C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including all taxes and insurance. 42 80 mm dia 43 Supply of 50 mm dia screwed down type air valve with gun metal seat at site stone including all taxes. 44 Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to IS.369/1995 at site including all taxes. 45 Excavation for pipe line work in ordinary soil(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 10 KM from the center of the foundation trenches. as per direction of engineer incharge 46 Excavation for pipe line in all type of rock by chieselling /blastingincluding supply ofblasting materials and stacking properly useful materials with lift up to 1.5 m and lead up to 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 10 KMas per direction of engineer incharge 47 Dismantling and reinstatement of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 50 m. as per direction of engineer incharge 48 INTERLOCKING ROAD 49 BITUMINOUS ROAD 50 C.C. ROAD 51 Carting from store (upto 8 Km) the following sizes of D.1. Pipes (class K-9) and AC pipes (class-15) and specials to the site of work, lowering them in to trenches and taying true to alignment and gradient including testing of pipeline D.I. (K-9) pipes 52 250 mm dia D.I.K-7 53 200 mm dia D.I K-7 54 Carting of following pipes, specials and fittings from site store to site of work, lowering them into trenches, laying true to alignment and gradient, laying and jointing with electro fusion fitting of pipe line including cutting of pipe for making up lengths as required for proper completion of work. 55 180 mm dia HDPE PN10/PE100 56 160 mm dia HDPE PN10/PE100 57 140 mm dia HDPE PN10/PE100 58 110 mm dia HDPE PN10/PE100 59 Carting, lowering, laying, aligning, fixing in position and installation of following valves in pipe line including all material, labour, testing and commissioning as per direction of Engineer-in- charge. Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000 60 250 mm dia 61 200 mm dia 62 150 mm dia 63 100 mm dia 64 Carting of scour valves to the site of workslowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding values and specials Required but including the testing etc. complete Excluding values and specials required but including the testing etc. complete. 65 80 mm dia 66 Carting of 50 mm dia screwed down air valves of following sizes to the site of workslowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding values and specials Required but including the testing etc. complete Excluding values and specials required but including the testing etc. complete. 67 Carting of 80 mm dia flanges fire hydrant of the site of workslowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding values and specials Required but including the testing etc. complete Excluding values and specials required but including the testing etc. complete. 68 Supply of all materials, labour T&P etc. required and construct masonry type sluice / scour valve chamber as per type design including supply and materials labour, T&P etc. complete. 69 Masonry type 70 Supply of all materials, labour T&P Etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 71 Supply of all materials, labour T&P Etc. required and construct 750 x 750 x 1000 mm size fire hydrant chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 72 Construction of thurst block in RCC 1:2:4 at bends & Tee in feeder main to DMAsincluding supply of all labour, material, T&P etc. complete as per the details given below :-No. of DMAs - 4Total no. of bends & Tee - 120 (considering 3 no. bends & Tee in each DMA)Qty. of concrete - 120 x 0.5 cum = 60 cum. (considering 0.5 cum concrete at each bend) 73 Repairing of drain/ public ramp/other miscellaneous structures which are coming in alignment of pipe line and damaged during the laying of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 74 Brick masonry in cement mortar 1:4 75 12mm thick plaster in cement mortar 1:4 76 Providing and laying in position reinforced cement concrete (mix 1:1.5:3)including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material (Providing nominal reinforcement @ 0.15% of above itemincluding cutting bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete (including cost of binding wire and MS Bar)) and labour, tools and plants required with transportation, loading, unloading,etc., complete for all leads and lifts etc required for proper completion of the work. 77 Provision for crossing of Nalas (0.5mto 2.0 m width) for laying of pipe line including necessary specials, T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain. 78 0.3 - 0.5 m 79 0.5 - 1.0 m 80 1.0 - 1.5 m 81 1.5 - 2.0 m 82 Making House Connection in Distribution main including Dismantling of Road, Supply, carting of Specials lowering them into trenches, fixing them including bailing out of water necessary labour, T&P etc. required for proper completion of worksas per direction of engineer incharge 83 250 mm dia D.I.K-7 84 200 mm dia D.I K-7 85 180 mm dia HDPE PN10/PE100 86 160 mm dia HDPE PN10/PE100 87 140 mm dia HDPE PN10/PE100 88 110 mm dia HDPE PN10/PE100 89 Provision of Shifting water house hold connection. 90 For140 mmto 160 mm dia 91 For110 mm dia 92 Barricading of pipe line trenches by using 2 m high hard MS barricading board 2.5x2.0 M, with red flags, Glow-caution boards, diversion boards & red lights. 93 BOUNDARY WALL, GATE SITE DEVELOPMENT & APPROACH ROAD 94 Construction of compound wall comprising of RCC Columns @ 3.0 m c/c distance with beam at plinth and top, brick work in 1:4 of as per type design including supply of all material, labour, T& P etc complete ( 2m height above plinth level 230 mm thick brick wall )as per direction of engineer incharge 95 Supply and fixing 3.60 m wide MS main gate & 1.0 m wide a wicket gate with RCC Columns as per type design & drawing including primer and painting, meterial, labour, T&P etc all complete, as per direction of engineer incharge 96 Supply and Carting of additional earth required to fill up the site to the required formation level At Zone -I and At Zone -II including leveling dressing ramming with proper compection work completed. as per direction of engineer incharge 97 Provide all materials, labour T&P etc. required for proper completion of work and construction of interlocking approach road in water works campous. At Zone -I and At Zone -IIas per direction of engineer incharge 98 Construction of 250X250 mm size drain at W/W sites At Zone -I and At Zone -IIas per direction of engineer incharge 99 GENERAL RESIDENTIAL QUARTERS 100 Construction of staff quarters (1 G.F) including other miscellaneous works. The plinth area of each staff quarter is 57.706 sqm. As per jal nigam type designas per direction of engineer incharge 101 construction ofStaff Quarter at Zone-I 102 construction ofStaff Quarter at Zone-II 103 E AND M WORKS 104 CONSTRUCTION OF NEW TUBEWELL (ZONE-1) 105 Resistivity and hydrological Survey 106 Transportation from store: 107 Transportation, Erection, Dismantiling of DC/RC/DTH Rig machine 108 Transportation, Erection, Dismantiling of 150 PSI Compressor 109 Transportation, Erection, Dismantiling of 1 Cusec / 3 Cusec OP Unit and Yield test 110 Drilling of Tube well bore : 111 Drilling and reaming of 600mm dia bore from GL to 60 m BGL by DC method 112 Bentonyte Powder Bags 113 Tube Well Assembly : 114 M.S. Tubewell Assembly with all required parts like planin pipe, slotted pipe, rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & per typed design complete in all respect. 115 300mm dia M.S.E.R.W. houseing plain pipe of wall thickness 7.1 mm. 116 Lowering of Tube well Assembly 117 Electrical logging of the bore 118 Lowering of 300mm. Dia M.S. housing pipe G.L. to 59 mtr. BGL 119 Supply of 1.6 to 4.8mm size pea gravel and shrouding of tube well 120 Development of Tube well 121 By Air Compressor 122 Development of Tube well by 150 PSI capacity air compressor 123 By Over Pumping Unit 124 Development of Tube well by OP Unit 125 Chemical & Bacteriological test of water 126 PUMPING MACHINARY TO FEED 400 KL OHT (ZONE-1) 127 SITC of Pumping Plant including, panel, cable, complete in all respect with all required material T&P labour etc. (1000LPM , 61 m Head , 2900RPM, 25 H.P) 128 SITC of Main piping & Valves with 24 mtr. Column pipe, Painting, Tools with wiring of pump house (internal & external) complete in all respect with required material, T&P labour, chain pully and gauges. - 150 mm dia 129 TOOLS (REPUTED MAKE ) IN A TOOL KIT - 1 Set1. Pipe wrenches - 2 No.2. D/E Spanner 22/6 mm - 6 Pcs3. Adjustable wrench 300 mm- 1No.4. Screw driver5. 250 mm- 1No.6. 200 mm - 1No.7. 150 mm- 1No.8. Combination pliers 200 mm- 1No.9. Nose pliers 150 mm - 1No.10.hammer with handle 1 kg.- 1No.11. Line tester (Taparia make)- 1No. 130 SITC of Soft Starter with RS 485 Port- 400 V Class, 18.5 KW, Rating 131 SITC of Supply and fixing of Electro Mechanical type Chemical dosing system 0 to 6 LPH capacity on working pressure 4kg/cm2 to feed Sodium hypo chloride complete set with 100 Litre solution tank. ( SCADA Compatible ) 132 SITC of Motor Operated Actuator with Sluice Valve - 150 mm size 133 SITC of CE/UL Certified Electromagnetic Flowmeter-150 mm size 134 SITC of Servo voltage stabilizer oil cooled having capacity 40 KVA fully copper winding three phase A.C supply 50 Hz. Input voltage 240-450 output voltage 415 volt +/- 1% withearthling wire and power cable 135 SITC of Auto Phase reversal unit with inbuilt time delay & enclousare ( confirm to IEC:60947-1 & IEC:-60947-b-1) 136 125 Amp Rating 137 ElectricalWorksfor Zone-1 138 Electrical System ( For Tubewell ) 139 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, and necessary accessories - internal & external lighting of 01 tubewell as follows:- 140 Indoor Lighting 141 Surface Mounting 142 Providing & Fixing of IP40 LED Surface/ Recessed / suspended mounting Mid power SMD type LED Light fixture made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non - yellowish diffuser for uniform light distribution. High efficiency with 2.5 KV internal/external surge protection BIS certified isolated driver having efficiency > 85%, with Short & Open circuit protection and in compliance to IEC standards (Integral with light fixture). System lumen efficacy of ≥ 120 Im/Watt, THD < 10 % , p. f.≥ 0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K / 16000° / 6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard 143 Suspended Mounting / Surface Mounting 144 36W LED light fixture 2×2 with acrylic / prismatic front cover. 145 Outdoor Lighting 146 Supply and fixing of all in one solar LED light fixture with integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate Battary wih BIS approved make. Luminaire should be secondary optic lences for better distribution with delivered efficacy of > 100 lumen per watt. Bidder shall have in house R & D Laboratory which is recognised by Ministry of Science & Technology Department , Govt of India/NABL.Bidder shall in house pole and luminaire manufacturing facility.Luminaire can be supplied with hybrid switch along with indicator to understand the source of power ( either from solar or AC supply).All the above should be integrated and should 1 system. 147 Compact Solar LED Street Light- 60W(MONO)18V / 12.8V27Ah /40W for TW & MCS 148 Complete wiring of Pump house with 1.5 sqmm and 2.5 sqmm with multistarned copper conductor 1.1 KV with required 6A,16A switches,sockets,MCCB etc. 149 Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 150 Electrical System ( MCS ) 151 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, and necessary accessories - internal & external lighting of MCS as follows:- 152 Indoor Lighting 153 Surface Mounting 154 Providing & Fixing of IP40 LED Surface/ Recessed / suspended mounting Mid power SMD type LED Light fixture made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non - yellowish diffuser for uniform light distribution. High efficiency with 2.5 KV internal/external surge protection BIS certified isolated driver having efficiency > 85%, with Short & Open circuit protection and in compliance to IEC standards (Integral with light fixture). System lumen efficacy of ≥ 120 Im/Watt, THD < 10 % , p. f.≥ 0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K / 16000° / 6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard 155 Suspended Mounting / Surface Mounting 156 36W LED light fixture 2×2 with acrylic / prismatic front cover. 157 Providing & Fixing of Heavy duty capacitor start, copper wind Double ball bearing 900/1400 RPM single phase Exhaust fan as per PWD specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required.(For MCS) 158 450mm sweep (900/1400 RPM) 159 Outdoor Lighting 160 Supply and fixing of all in one solar LED light fixture with integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate Battary wih BIS approved make. Luminaire should be secondary optic lences for better distribution with delivered efficacy of > 100 lumen per watt. Bidder shall have in house R & D Laboratory which is recognised by Ministry of Science & Technology Department , Govt of India/NABL.Bidder shall in house pole and luminaire manufacturing facility.Luminaire can be supplied with hybrid switch along with indicator to understand the source of power ( either from solar or AC supply).All the above should be integrated and should 1 system. 161 Compact Solar LED Street Light- 60W(MONO)18V / 12.8V27Ah /40W for TW & MCS 162 Complete wiring of MCS with 1.5 sqmm and 2.5 sqmm with multistarned copper conductor 1.1 KV with required 6A,16A switches,sockets,MCCB etc. 163 Instrumentation Worksfor Zone-1 164 Automation of Proposed OHT ( 400 KL ) with DMA 165 Supply of Motor operated actuator without sluice valve at OHT outlet :- Supply of DI/DF Electrically integrated actuater without sluice valve (Totally enclosed,weather-proofanddustproofconstructionwithIP-67, protectionclass suitable for installationin any positionwithout lubrication,leakageorotheroperationaldifficultywithspecialgrease filledgearboxandsuitableformanualoperationforemergencywhich will automatically dis-engage on restoration of power to motor and with10wattsingle phase spaceheaterandcontinuouslocalmechanical positionindicatorandindividuallyreplaceablecountergearassembly and with two torque and four limit switches with S.S. flap and operated withgeardrivencamsandofrating250Volt,5Amp,AC/DC,torque switch dialand with TEFC squirrel cageinduction) operatedsuitable to SCADAoperationsluicevalvehavingbodydoorcoverof gradedincast irontoIS:210Gr.Fg.260bodyanddoorringsofSSASTMA743Gr.CF8 andbearingblockofleadedtinbronzetoIS:318Gr.LTB2hingepinof stainlesssteelAISI:431.ValvesgenerallyconformtoIS:5312.Flangesto bedrilledasperIS:1538Part-IV&VI. Valves aresuitable for hydrostatictestpressureof10Kg./Cm2 forseatand15Kg./Cm2for body(PN-1.0)of following sizes 166 250 mm dia 167 Supply of flow control valve with electric actuator for flow controling,pressure monitoring and web based with cable PLC etc Complete at DMA inlet. 168 200 mm 169 Supply of dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia at DMA inlet. 170 200 mm 171 Supply of CE/UL Certified level transmitter for OHT :- Supply of Radartype leveltransmitter with CEmarkedwith following technical parameters and Interfacing with PLC panel including mounting arrangement.Output-4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDRange- 0 to …30... mtrsAccuracy - +/- 0.25% of Full Scale or better Enclosure- IP 68 172 Supply of CE/UL Certified Electromagnetic flow meter at DMA inlet :- SupplyofCE/ULFullBore ElectromagneticFlowMeterofapproved make for remote placesof following dia and specificationscomplete:Media: Water (Raw/ Chlorinated), Pressure:upto1.0 MPa,Processtemp:-50degC, Flow/MeterTube:SS304, Electrode:SSAISI316L/ HastelloyC276/ Tantalum, Lining Material : Hard Rubber/ Neoprene/ Poly-urethane(PU), Flange: SS /CS, FlangeStandard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Càst Aluminium,with anticorrosivepaint&providecompletely sealed (leak proof) constructionasperrequirement‘ofIEC 60529, Accuracy : + 0.5 % M.V. velocity0.3to10m/s,Transmitter/signaconvertor Enclosure :Die CastAluminium, Power Supply: 80-240 V AC-5OHz,Output1: 4-20 mA,Output2:Pulse,CommunicationOutput:RS485/Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, cable and also interfacing with PLC panel. 173 200 mm dia 174 Supply of CE/UL Certified Pressure transmitter at DMA inlet :- Supply of CE/UL Certified pressure transmitter CE markd with following technical parameters and Interfacing with PLC panel includingmounting arrangement. Output 4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDAccuracy - +/- 0.1 % of full scale or better Enclosure- IP 68 175 Supply of Dosing System at DMA inlet :-Supply of Electro Mechanical type Chemical dosing system 0 to 6 LPH capacity on working pressure 4kg/cm2 to feed Sodium hypo chloride complete set with 100 Litre solution tank.( SCADA Compatible ) 176 Supply of Residual chlorine analyser / meter at DMA inlet :-Supply of RCA must have automatic sensor cleaning facility at pure water sump and Interfacing with PLC panel. Residual Chlorine meter shall comprises of 3 components i.e. sensors, flow through assembly and transmitter with indicator andgives 2 outputs one to Local display & other to PLC including Mounting arrangement.Overall Range : 0 - 8 mg/l (ppm)Accuracy : 2% of full scaleSupply Voltage : 230 V ac+B7Output : 4-20 mAMembrane free sensor of 2 gold plated electrodes for long term stability and reference electrode (ag/Agcl) must beprovided to avoid maintenance. IP 65 Nema 4 housing protection class required. 177 Installation, cabling of OHT including all equipments with all power and control cable,testingand commissioning complete in all respect. 178 Master Control Station (MCS) 179 CE & BIS approved manufacturers industrial grade LCD monitor with latest configuration as per specification of size 65 180 Desktop/PC as per spec. mentioned 181 CE/UL approved manufacturers 5 KVA UPS with batteries as spec. mentioned for Computer as per requirement 182 Full development version of required TAGS SCADA Software with customization of software for MCS as per requirement as per specification mentioned. 183 CE & UL approved manufacturers control room PLC with CPU & power supply at MCS in IP65 enclosure as per spec. mentioned 184 CE/UL certified field gateway agent for transfering data from MCS to control room 185 GSM based wireless / broadband/Equipment communication system for PLC capable to transfer and gather data from remote sites to control stations, including all accessories complete 186 CE/UL approved manufacturers Firewall for network protection 187 Lightning surge protector for ethernet communication protection 188 CE/UL approved manufacturers industrial grade ethernet switch 189 Mobile App facility system architecture complete. 190 Canon/HP 1018/equivalent Laser printer 191 Security Survelliance IP camera 192 Installation, testing and commissioning with required furniture,Air Conditioner etc 193 Automation of Tubewells (Zone-1) 194 CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each tubewell/ OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations. 195 G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges. 196 CE & UL certified Inteligent Smart Energy Meter 197 CE & UL certified Hydrostatic type sub soil water level transmitter for tubewell. 198 CE & UL certified pressure transmitter 199 CE & UL certified Surge protector for above control panel 200 CE/UL approved manufacturers 3 KVA UPS with batteries as spec. mentioned for Computer as per requirement 201 CE & UL certified 7 HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter. 202 Complete cabling of tubewell including all power and control cables of all equipment at pump house and OHT both. 203 Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments) 204 Installation, commissioning & testing for tubewells 205 AUTOMATION OF DMA (ZONE-1) 206 CE & UL Certified PLC/RTUin IP 54 enclosure suitable to Communicate with GSM based modem unit withCPU & Power Supply with analog & digital parameter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations with control panel as specified in tender technical specification. 207 GSM / GPRS based wireless communication with 4G modem for RTU/PLC Capable to transfer & gather data from remote sites to control stations all accessories including with signal enhancer antanna made for pumping plant internet charges as specified in tender technical specification. 208 CE/UL Certified Intelligent energy meters 209 CE/UL Certified Surge protector for control panel 210 CE/UL Certified 1 KVA UPS with batteries as per technical bid documents 211 CE/UL Certified 7 touch screen suitable for communication with PLC/RTU for local display & control of process parameters. 212 Control Panel with IP-54 Protection, industrial grade for all equipment. Separate for control (24V) and power equipments 213 Cable 214 (i) Complete cabling 215 Security Survelliance IP Camera with recorder (optional) 216 Installation, commissioning & testing 217 CONSTRUCTION OF NEW TUBEWELL ( ZONE-2) 218 Resistivity and hydrological Survey 219 Transportation from store: 220 Transportation, Erection, Dismantiling of DC/RC/DTH Rig machine 221 Transportation, Erection, Dismantiling of 150 PSI Compressor 222 Transportation, Erection, Dismantiling of 1 Cusec / 3 Cusec OP Unit and Yield test 223 Drilling of Tube well bore : 224 Drilling and reaming of 600mm dia bore from GL to 60 m BGL by DC method 225 Bentonyte Powder Bags 226 Tube Well Assembly : 227 M.S. Tubewell Assembly with all required parts like planin pipe, slotted pipe, rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & per typed design complete in all respect. 228 300mm dia M.S.E.R.W. houseing plain pipe of wall thickness 7.1 mm. 229 Lowering of Tube well Assembly 230 Electrical logging of the bore 231 Lowering of 300mm. Dia M.S. housing pipe G.L. to 59 mtr. BGL 232 Supply of 1.6 to 4.8mm size pea gravel and shrouding of tube well 233 Development of Tube well 234 By Air Compressor 235 Development of Tube well by 150 PSI capacity air compressor 236 By Over Pumping Unit 237 Development of Tube well by OP Unit 238 Chemical & Bacteriological test of water 239 PUMPING MACHINARY TO FEED 450 KL OHT (ZONE-2) 240 SITC of Pumping Plant including , panel, cable, complete in all respect with all required material T&P labour etc. (1000LPM , 61 m Head , 2900RPM, 25H.P) 241 SITC of Main piping & Valves with 24 mtr. Column pipe, Painting, Tools with wiring of pump house (internal & external) complete in all respect with required material, T&P labour, chain pully and gauges. - 150 mm dia 242 TOOLS (REPUTED MAKE ) IN A TOOL KIT1. Pipe wrenches - 2 No.2. D/E Spanner 22/6 mm - 6 Pcs3. Adjustable wrench 300 mm - 1 No.4. Screw driver5. 250 mm - 1 No.6. 200 mm- 1 No.7. 150 mm - 1 No.8. Combination pliers 200 mm - 1 No.9. Nose pliers 150 mm - 1 No.10. hammer with handle 1 kg. - 1 No. 243 SITC of Soft Starter with RS 485 Port- 400 V Class, 18.5 KW, Rating 244 SITC of Supply and fixing of Electro Mechanical type Chemical dosing system 0 to 6 LPH capacity on working pressure 4kg/cm2 to feed Sodium hypo chloride complete set with 100 Litre solution tank. ( SCADA Compatible ) 245 SITC of Motor Operated Actuator with Sluice Valve - 150 mm size 246 SITC of CE/UL Certified Electromagnetic Flowmeter-150 mm size 247 SITC of Servo voltage stabilizer oil cooled having capacity 40 KVA fully copper winding three phase A.C supply 50 Hz. Input voltage 240-450 output voltage 415 volt +/- 1% withearthling wire and power cable 248 SITC of Auto Phase reversal unit with inbuilt time delay & enclousare ( confirm to IEC:60947-1 & IEC:-60947-b-1) 249 125 Amp Rating 250 Electrical Worksfor Zone-2 251 Electrical System ( For Tubewell ) 252 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, and necessary accessories - internal & external lighting of 01 tubewell as follows:- 253 Indoor Lighting 254 Surface Mounting 255 Providing & Fixing of IP40 LED Surface/ Recessed / suspended mounting Mid power SMD type LED Light fixture made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non - yellowish diffuser for uniform light distribution. High efficiency with 2.5 KV internal/external surge protection BIS certified isolated driver having efficiency > 85%, with Short & Open circuit protection and in compliance to IEC standards (Integral with light fixture). System lumen efficacy of ≥ 120 Im/Watt, THD < 10 % , p. f.≥ 0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K / 16000° / 6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard 256 Suspended Mounting / Surface Mounting 257 36W LED light fixture 2×2 with acrylic / prismatic front cover. 258 Outdoor Lighting 259 Supply and fixing of all in one solar LED light fixture with integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate Battary wih BIS approved make. Luminaire should be secondary optic lences for better distribution with delivered efficacy of > 100 lumen per watt. Bidder shall have in house R & D Laboratory which is recognised by Ministry of Science & Technology Department , Govt of India/NABL.Bidder shall in house pole and luminaire manufacturing facility.Luminaire can be supplied with hybrid switch along with indicator to understand the source of power ( either from solar or AC supply).All the above should be integrated and should 1 system. 260 Compact Solar LED Street Light- 60W(MONO)18V / 12.8V27Ah /40W for TW 261 Complete wiring of Pump house with 1.5 sqmm and 2.5 sqmm with multistarned copper conductor 1.1 KV with required 6A,16A switches,sockets,MCCB etc. 262 Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 263 Instrumentation Worksfor Zone-2 264 Automation of Proposed OHT ( 450 KL ) with DMA - Zone-2 265 Supply of Motor operated actuator without sluice valve at OHT outlet :- Supply of DI/DF Electrically integrated actuater without sluice valve (Totally enclosed,weather-proofanddustproofconstructionwithIP-67, protectionclass suitable for installationin any positionwithout lubrication,leakageorotheroperationaldifficultywithspecialgrease filledgearboxandsuitableformanualoperationforemergencywhich will automatically dis-engage on restoration of power to motor and with10wattsingle phase spaceheaterandcontinuouslocalmechanical positionindicatorandindividuallyreplaceablecountergearassembly and with two torque and four limit switches with S.S. flap and operated withgeardrivencamsandofrating250Volt,5Amp,AC/DC,torque switch dialand with TEFC squirrel cageinduction) operatedsuitable to SCADAoperationsluicevalvehavingbodydoorcoverof gradedincast irontoIS:210Gr.Fg.260bodyanddoorringsofSSASTMA743Gr.CF8 andbearingblockofleadedtinbronzetoIS:318Gr.LTB2hingepinof stainlesssteelAISI:431.ValvesgenerallyconformtoIS:5312.Flangesto bedrilledasperIS:1538Part-IV&VI. Valves aresuitable for hydrostatictestpressureof10Kg./Cm2 forseatand15Kg./Cm2for body(PN-1.0)of following sizes 266 250 mm dia 267 Supply of flow control valve with electric actuator for flow controling,pressure monitoring and web based with cable PLC etc Complete at DMA inlet. 268 200 mm 269 Supply of dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia at DMA inlet. 270 200 mm 271 Supply of CE/UL Certified level transmitter for OHT :- Supply of Radartype leveltransmitter with CEmarkedwith following technical parameters and Interfacing with PLC panel including mounting arrangement.Output-4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDRange- 0 to …30... mtrsAccuracy - +/- 0.25% of Full Scale or better Enclosure- IP 68 272 Supply of CE/UL Certified Electromagnetic flow meter at DMA inlet :- SupplyofCE/ULFullBore ElectromagneticFlowMeterofapproved make for remote placesof following dia and specificationscomplete:Media: Water (Raw/ Chlorinated), Pressure:upto1.0 MPa,Processtemp:-50degC, Flow/MeterTube:SS304, Electrode:SSAISI316L/ HastelloyC276/ Tantalum, Lining Material : Hard Rubber/ Neoprene/ Poly-urethane(PU), Flange: SS /CS, FlangeStandard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Càst Aluminium,with anticorrosivepaint&providecompletely sealed (leak proof) constructionasperrequirement‘ofIEC 60529, Accuracy : + 0.5 % M.V. velocity0.3to10m/s,Transmitter/signaconvertor Enclosure :Die CastAluminium, Power Supply: 80-240 V AC-5OHz,Output1: 4-20 mA,Output2:Pulse,CommunicationOutput:RS485/Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, cable and also interfacing with PLC panel. 273 200 mm dia 274 Supply of CE/UL Certified Pressure transmitter at DMA inlet :- Supply of CE/UL Certified pressure transmitter CE markd with following technical parameters and Interfacing with PLC panel includingmounting arrangement. Output 4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDAccuracy - +/- 0.1 % of full scale or better Enclosure- IP 68 275 Supply of Dosing System at DMA inlet :-Supply of Electro Mechanical type Chemical dosing system 0 to 6 LPH capacity on working pressure 4kg/cm2 to feed Sodium hypo chloride complete set with 100 Litre solution tank.( SCADA Compatible ) 276 Supply of Residual chlorine analyser / meter at DMA inlet :-Supply of RCA must have automatic sensor cleaning facility at pure water sump and Interfacing with PLC panel. Residual Chlorine meter shall comprises of 3 components i.e. sensors, flow through assembly and transmitter with indicator andgives 2 outputs one to Local display & other to PLC including Mounting arrangement.Overall Range : 0 - 8 mg/l (ppm)Accuracy : 2% of full scaleSupply Voltage : 230 V ac+B7Output : 4-20 mAMembrane free sensor of 2 gold plated electrodes for long term stability and reference electrode (ag/Agcl) must beprovided to avoid maintenance. IP 65 Nema 4 housing protection class required. 277 Installation, cabling of OHT including all equipments with all power and control cable,testingand commissioning complete in all respect. 278 Automation of Tubewells (Zone-1) 279 CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & features as specified, for each tubewell/ OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations. 280 G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer anteena made for pumping plant internet charges. 281 CE & UL certified Inteligent Smart Energy Meter 282 CE & UL certified Hydrostatic type sub soil water level transmitter for tubewell. 283 CE & UL certified pressure transmitter 284 CE & UL certified Surge protector for above control panel 285 CE/UL approved manufacturers 3 KVA UPS with batteries as spec. mentioned for Computer as per requirement 286 CE & UL certified 7 HMI touch screen suitable to communication with PLC/RTU local display and control of process parameter. 287 Complete cabling of tubewell including all power and control cables of all equipment at pump house and OHT both. 288 Control panel with IP-54 protection industrial grade for all equipment separate for control (24V and power equipments) 289 Installation, commissioning & testing for tubewells 290 AUTOMATION OF DMA (ZONE-2) 291 CE & UL Certified PLC/RTUin IP 54 enclosure suitable to Communicate with GSM based modem unit withCPU & Power Supply with analog & digital parameter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations with control panel as specified in tender technical specification. 292 GSM / GPRS based wireless communication with 4G modem for RTU/PLC Capable to transfer & gather data from remote sites to control stations all accessories including with signal enhancer antanna made for pumping plant internet charges as specified in tender technical specification. 293 CE/UL Certified Intelligent energy meters 294 CE/UL Certified Surge protector for control panel 295 CE/UL Certified 1 KVA UPS with batteries as per technical bid documents 296 CE/UL Certified 7 touch screen suitable for communication with PLC/RTU for local display & control of process parameters. 297 Control Panel with IP-54 Protection, industrial grade for all equipment. Separate for control (24V) and power equipments 298 Cable 299 (i) Complete cabling 300 Security Survelliance IP Camera with recorder (optional) 301 Installation, commissioning & testing 302 TRAIL & RUN (Without Electricity) for03 Months Trial & Run for Zone-1,2
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
13.
Housing Urban and Rular Development #9456641 Technical Bid
Tender For Balance Work Tourist Facilitation Center At Lalapur District Chitrakoot (U.P.), 1 Balance Work Tourist Facilitation center at LalapurDistrict Chitrakoot (U.P.) 2 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. 3 First Floor 4 Second Floor 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) R.C.C. FOOTING 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) 7 First Floor 8 Second Floor 9 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) [M-20] 10 First Floor 11 Second Floor 12 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [M-20] 13 First Floor 14 Second Floor 15 Same as in item no. 11 above but in super-structure above plinth level including necessary cutting and moulding of brick work as required & also including honey combed brick work in thickness of wall more than one brick and for extra labour to above items. 16 First Floor 17 Second Floor 18 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Second Floor 19 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 20 Above Plinth Lvl. 21 Second Floor 22 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 23 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chambers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 24 Ground Floor 25 First Floor 26 Second Floor 27 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 28 Ground Floor 29 First Floor 30 Second Floor 31 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 32 Ground & First Floor 33 Second Floor 34 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 35 Providing and laying 8 to 10 mm thick ivory or light shade vitrified tiles of 600 x 600 mm size in flooring or skirting laid with cement mortar 1:3 (1 cement : 3 coarse sand) finished with cement slurry & with pigment grouting & polishing complete including supply of all materials, labour, T & P etc. required for proper completion the work excluding base concrete. 36 Ground Floor 37 First Floor 38 Second Floor 39 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 40 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 41 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 42 Supply and fixing 6 mm (1/4) thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. 43 Ground & First Floor 44 Second Floor 45 Providing and laying brick coba 100 mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. 46 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 50 Providing & fixing of door / windows grill. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Angle iron chaukhat (40x40x5) 52 Fixing of Door, windows / ventilators chaukhats in position. 53 (a) Door chaukhats 54 (b) Window chaukhats 55 (c) Ventilator chaukhats 56 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement window single panel with S.S. friction hinges (300x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glass pane glazing beadof appropriate dimension.(Area of window upto 0.75 sqm.) 57 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 58 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. 59 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles & rails will be mitred cut, joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturers specifications & direction of Engg.-in-charge. Non decorative finish 60 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections & other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia & size, including necessary filling up the gaps at junctions, i.e. at top, bottom & sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engg.-in-charge. (Glazing, paneling & dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) 61 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 62 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm 63 Polishing in high gloss/matt finish melamine clear polish on woodwork in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no.and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficientdrying time for 1st coat and 2nd coat is allowed to dry for 8 to 12hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finergrading with ample water to remove excess sealer layer andmake the surface further smooth after this wet rubbing, thensurface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete asper direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) 64 Same as above but on new wood surface. 65 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 66 Ground Floor 67 First Floor 68 Second Floor 69 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 70 Ground Floor 71 First Floor 72 Second Floor 73 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 74 Ground Floor 75 First Floor 76 Second Floor 77 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete.(a) 300mm x 16mm 78 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 79 (a) 250 mm x 10mm 80 (b) 200 mm x 10mm 81 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 125 mm 82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 83 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium tubular handle bar 84 Providing & fixing of Rolling shutters of approved design made of 80 x 125 mm (3 x 18 gauge) cold rolled MS lath interlocked throughout their entire length and jointed together at the end by end locks end mounted on specially designed pipe shaft with brackets, side guides & arrangements for inside and outside poking with push & pull operation complete but excluding the cost of top cover and spring. 85 Providing & fixing 27.5cm long wire spring grade No. 2 for rolling shutters. 86 Providing & fixing top cover for rolling shutters. 18 gauge. 87 Providing and fixing ball bearing for rollong shutters. 88 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 89 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 90 Construction of drain along with apron. 91 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 92 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 93 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 94 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 95 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 96 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 97 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 98 Supplying and installation of Extruded Aluminium linear facade and curves not exceeding 3000mm radius with 150X50mm block and 100mm space along with top and bottom cover and capping for individual profiles, fixed on extruded aluminum rail 80mmX50mm powder coated with dulux Eelctro black ace (or any specified shade) spanning between supports of maximum distance of 1500mm with the help of Sainless steel Non slip barb, steel rivet- galvanised to class 3, aluminium clip coated with external grade Matt powder coating, including the cost of necessary fittings and fixtures etc. as per approved drawing and design from Architect in charge (make Citadel/ Woodform Architectural or equivalent) 99 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 100 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 101 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick 102 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 103 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type. Fastener with threaded dia 10 mm 104 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 105 Centering and shuttering including strutting, propping etc. and removal of form for 106 Foundations, footings, bases of columns, etc. for mass concrete 107 Columns, Pillars, Piers, Abutments, Posts and Struts 108 SUB HEAD-I-SANITARY INSTALLATIONS 109 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 110 Providing & fixing toilet paper holderC.P. brass 111 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 112 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 113 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 114 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 115 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 116 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 117 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 118 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 15 mm nominal bore 119 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 120 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 121 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia 122 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 123 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 124 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever requiredKitchen sink with drain board 510x1040 mm bowl depth 200 mm 125 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete Flexible Pipe 32mm Dia 126 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 127 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 128 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 129 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. Granite Stone of approved shade 130 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 131 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 132 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. Capacity 25 Liters 133 SUB HEAD-II-WATER SUPPLY 134 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 135 Concealed work, including cutting chases and making good the walls etc. 136 For Internal Toilet 137 15 mm nominal outer dia Pipes 138 20 mm nominal outer dia Pipes 139 25 mm nominal outer dia Pipes 140 32 mm nominal outer dia Pipes 141 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 142 Internal work - Exposed on wall 143 20 mm nominal bore 144 25 mm nominal bore 145 32 mm nominal bore 146 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 147 Terrace loop & Tank Filling Pipe 148 50 mm nominal bore 149 65 mm nominal bore (i/c two coat of synthetic enamel paint) 150 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 151 Lehry Make Automatic OHT Level Control System Consist of Following Items 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 50mm 152 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 50mm diameter pipe 153 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 154 15mm dia (9 mm thickness) 155 20mm dia (9 mm thickness) 156 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore 157 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 158 For vertical pipe connection with terrace ringmain 159 20 mm nominal bore 160 25mm nominal bore 161 32mm nominal bore 162 50mm nominal bore 163 65mm nominal bore 164 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 165 25mm dia. 166 50mm dia. 167 65mm dia. 168 150mm dia. 169 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia (for rain water) 170 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 171 Single Push Fit Coupler 172 110 mm dia 173 Single tee with door 174 110x110x110 mm 175 Plain bend 87.5 deg 176 110 mm dia 177 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm dia 178 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 179 SUB HEAD : IV - INTERNAL DRAINAGE 180 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 181 Internal Toilet (Soil & Waste Pipe) 182 75 mm 183 110 mm 184 Exposed on Wall (Soil & Waste Pipe) 185 110 mm 186 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 187 Bend without door (87.5°) 188 110mm bend 189 Bend without door (45°) 190 100mm 191 75mm 192 Y Fitting without door 193 100mm 194 75mm 195 Reduced Y Fitting without door 196 100mm x 75mm 197 Single Tee without door 198 110mm 199 75 mm 200 Single Tee with door 201 110mm 202 Reduced Tee with door 203 110mm x 75mm 204 Coupler 205 110mm 206 Clean Out Plug (COP) 207 110mm 208 75 mm 209 Vent Cowl 210 110mm 211 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 212 For Wash basin & Urinal 213 50mm dia. Pipe 214 32mm dia. Pipe 215 Elbow (90°) 216 50mm 217 32mm 218 Elbow (45°) 219 50mm 220 32mm 221 T fitting 222 50mm 223 32mm 224 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge.110mm x 75mm x 50mm/40mm (Toilet) 225 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 226 110mm x 75mm (Toilet) 227 110mm x 75mm (Kitchen) 228 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 229 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 230 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100 mm diameter 231 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 232 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 233 COST OF SEWERAGE WORKS 234 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depthPipes 80 mm to 300 mmdiameter 235 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 236 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 237 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 238 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 239 Extra for depth for manholes: 240 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 241 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg).With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 242 Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 243 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 244 Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset 245 COST OF EXTERNAL WATER SUPPLY WORKS 246 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 247 65mm nominal bore. 248 50mm nominal bore. 249 32mm nominal bore. 250 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 251 65mm nominal bore. 252 50mm nominal bore. 253 32mm nominal bore. 254 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 255 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 RAIN WATER HARVESTING 257 RECHARGE PITS 258 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 259 In all kind of soil upto 1.5m depth 260 In all kind of soil upto 1.5m to 3.0m. depth 261 In all kind of soil upto 3.0m to 4.5m. depth 262 In all kind of soil upto 4.5 m to 6.0m. depth 263 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 264 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 265 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 266 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 267 12mm cement plaster on rough side of single or half brick wall mix1:3 (1 cement : 3 Coarse sand) 268 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 269 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 270 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. 271 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 272 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 273 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 274 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 275 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 276 DESILTING CHAMBER 277 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 278 In all kind of soil upto 1.5m depth 279 In all kind of soil upto 1.5m to 3.0m. depth 280 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 281 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 282 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 283 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 284 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) 285 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 286 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 287 DRAINAGE NETWORK 288 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 289 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 290 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 291 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 292 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 293 Drain 300 wide average.Depth 45 cm with R.C.C. slab 294 Drain 450 wide average.Depth 45 cm with R.C.C. slab 295 SEPTIC TANK & SOAK PIT 296 Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M 297 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 298 In all kind of soil upto 1.5m depth 299 In all kind of soil upto 1.5m to 3.0m. depth 300 In all kind of soil upto 3.0m to 4.5m. depth 301 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 302 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 303 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 304 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 305 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 306 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 307 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 308 Providing & fixing 75mm dia vent pipes. 309 Providing & fixing of 75mm dia cast iron terminal guard. 310 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 311 M.D. -10- Circular shape 500mm internal diameter 312 M.D. -2.5- Circular shape 450mm internal diameter 313 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 314 CONSTRUCTIONOFTUBEWELL(suitable for 1000 lpm yield) 315 Transportation Charges of drilling equipment including assembly and other material as required. 316 Drilling of 675 mm. dia by rotary machine 317 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 318 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 319 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 320 Supply & fixing of 350 mm. dia Socket 321 Supply & fixing of 200 mm. dia Socket 322 Supply & fixing of 200 mm. dia Bail plug 323 Supply & fixing of 350 mm. dia well cap 324 Supply & fixing of 350x200 mm. dia reducer. 325 Supply & fixing of 350 mm. dia housing clamp 326 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 327 Development by air compressor including Transportation. 328 Development by O.P. Unit including Transportation. 329 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition. A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. B - Total Head of pump set 45 m. 330 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 331 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 332 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 333 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 334 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 335 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 336 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 337 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 338 Supply of Guru/Fibing or equivalent make pressure gauge. 339 Erection & commissioning of pumping plants complete along with electric wiring. 340 Supply of steel wire rope of 1/2 size 341 S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 342 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 343 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm x 4 core 344 FIRE FIGHTING SYSTEM 345 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 346 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100 mm nominal bore (pipe in pump room & external) 347 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 2 way - 100 mm dia M.S. Pipe (Siamese& draw out connection) 348 SUB HEAD-II: INTERNAL FIRE FIGHTING WORKS(HYDRANT SYSTEM) 349 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head 350 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 351 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 352 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia. 353 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100 mm dia. 354 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 355 80 mm nominal bore 356 100 mm nominal bore 357 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Gunmetal 358 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m 359 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Gun metal 360 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :Gun metal 361 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 362 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 363 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 364 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 365 SUB HEAD-III: FIRE EXTINGUSHER 366 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 367 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 368 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 369 SUB HEAD-IV: ELECTRICAL WORKS (For Terrace Pump) 370 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 3CX6Sqmm AL XLPE Cable 371 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 3CX6Sqmm AL XLPE Cable 372 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 373 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width x 50mm depth x 1.6 mm thickness. 374 SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS 375 SUBHEAD I- WIRINGPOINTS 376 Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash 377 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 378 Wiring point for 5Amp plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 379 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 380 Addition for light / fan points with modular type switchin place of piono type switch. 381 Addition for plugpointswith modular type switchin place of piono type switch. 382 Addition for Exhaust fanpointswith modular type switchin place of piono type switch. 383 Supply and fixing of power plug with 15A/250 V flush type switch and 5 Pin 15 A/250V flush type universal socket in suitable M.S. box of 175mmx100x50mm size with phenolic laminated bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 384 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 385 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 386 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 387 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 388 Supply and wiring of submain 2 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 6 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 389 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 390 Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit concealed in wall, with two number 10 sqmm single core Copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc., cable as earth contunity wire etc. complete in all respects. 391 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 392 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 393 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 394 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 395 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 396 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 397 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 398 Supply and fixing of recess/surface mounting round 24 to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set complete in all respect.CAT- AAA 399 Supply and fixing of 1X1 recess/surface mounting 18 Watt to 20 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects.CAT- AAA 400 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 2 x 22 watt suitable for up to 2 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 401 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 402 Supply & fixing of recess/Surface mounting round 6 to 8 watt, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respect.(CAT: AAA) 403 Supply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 404 Supply and fixing ofbatten/angle holder complete all respect. 405 Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect.CAT-AAA 406 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA 407 NON SCH. 408 Supply and fixing of 17 watt LED Mirror Light and complete in all respect. 409 Supply and fixing of 12 watt LED bulb complete in all respect. 410 Supply and fixing of 40 watt Tungsten Filament Antique Glass Light Incandescent Bulbs Vintage Base E27 Bulb Yellow Light. complete in all respect. 411 Supply and fixing of Dome Shape Pendent Light,complete in all respect, Make : Havells, Wipro, Philips ,Jaguar,Bajaj or Eq. 412 SUBHEAD III-DISTIBUTION BOARD 413 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) 414 8 Way SPN 415 12 Way SPN 416 6 Way TPN 417 8 Way TPN 418 4 Way VTPN 419 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 420 Supply fixing and making connection of following MCBS complete in all respects as per direction and satisfaction of engineer-in-charge.(CAT: A) 421 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve(CAT: A) 422 40 Amp. TP MCB(CAT: A) 423 40 Amp. FP MCB(CAT: A) 424 63 Amp. FP MCB(CAT: A) 425 S&F and making connection of 25A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 426 S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 427 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 428 Non-Sch. 429 Supply fixing and making connection of following MCCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 63 Amp. FP MCCB (25 KA) Thermal Magnetic release 430 SUBHEAD IV-CABLES 431 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 432 300 sq. mm 3.5 core 433 185 sqmm3.5 core 434 35 sqmm3.5 core 435 25 sqmm3.5 core 436 6 sqmm3 core 437 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of EngineerIncharge 438 300 sqmm3.5 core 439 185 sqmm3.5 core 440 35 sqmm3.5 core 441 25 sqmm3.5 core 442 6 sqmm3 core 443 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 444 300 sqmm 445 185 sqmm 446 150 sqmm 447 95 sqmm 448 35 sqmm 449 25 sqmm 450 16 sqmm 451 6 sqmm 452 SUBHEAD V-EARTHING 453 Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 454 Supply and burying of 600mm X 600mm X 3 mm copper Plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I pipe and funnel for watering and one earthing lead ofone no. 8SWG copper wire in 15 mm dia G.I pipe up to switch board ( from appron to switch board the cost of G.I pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housingalternate layers of charcoal / coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. 455 Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. 456 Supply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects.. 457 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 458 Supply & fixing of two number 8 SWG G.I. wire in 15mm dia GI pipe for earthing purpose as required complete in all respects. 459 L.T. PANEL 460 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 461 The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmBUILDING MAIN LT PANELIncoming :1 No 250 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 125 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 63 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P ATSMetering :1 Set of CTs one of 250/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 200/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 63/ 5Amp ratio for Multifunction Meter4 Set of Phase Indication Lamp.Bus Bar :One (1) No. 300 Amp. FP aluminimum bus bar of suitable length.One (1) No. 160 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.100 Amps FP MCCB of 25KA - 2 No63 Amps FP MCCB of 25KA - 10 No40 Amps FP MCCB of 25KA - 1 No32 Amps DP MCB of 10KA - 2 NoSPARE & SPACEPanel described as above 462 METERING PANELIncoming :1 No 100 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking CapacityMetering :1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter1 Set of Phase Indication Lamp.Bus Bar :One (1) No. 120 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.63 Amps FP MCB of 10KA - 2 No32 Amps DP MCB of 10KA - 9 NoSingle Phase Energy Meter- 8 Nos.Three Phase Energy Meter- 1 Nos.SPARE & SPACEPanel described as above 463 SUBHEAD VII-TELEPHONE SYSTEM 464 S/F MODULAR BOXES, BASE & COVER PLATE :- 465 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. 1 or 2 Module (75mm X 75 mm) 466 S/F MODULAR TYPE SWITCH / SOCKET :- 467 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. 468 Telephone socket outlet 469 TV Antenna socket outlet 470 Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 2 Pair 471 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/recessed steel/PVC conduit as required. 472 Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required 473 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable 474 NON SCH. 475 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. RJ-45 Jack With Cat 6 -2M 476 Supplying telephone wire following pair 0.6 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 5 Pair 477 S/f of 10 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same 478 SUBHEAD VIII-CABLES TRAY & RACEWAY 479 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 480 100 mm wide x 50 mm depth x 1.6 mm thickness. 481 150 mm wide x 50 mm depth x 1.6 mm thickness. 482 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 483 100 mm wide x 50 mm depth x 1.6 mm thickness. 484 150 mm wide x 50 mm depth x 1.6 mm thickness. 485 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 486 100 mm wide x 50 mm depth x 1.6 mm thickness. 487 150 mm wide x 50 mm depth x 1.6 mm thickness. 488 Providing, Laying and Fixing following Dia RCC Pipe NP 2 Class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 Cement : 2 fine sand)including trenching ( 75 cm) deep and refilling etc. as required. 150mm dia 489 NON SCH. 490 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. 150mm 491 Supply of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 492 300mm sweep. 493 600mm sweep. 494 Supply of AC 230/250 Volts, 50 Hz Wall fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 495 Making of following size of Cable Chamber made of 230 mm thick brick work in cement mortar (1 cement : 6 sand) with PCC 100 mm thick PCC base plastering of inner and outer surface with cement mortar including providing of Heavy Duty C.I Cover complete with digging, refilling and removal of surplus soil complete as required. 900 mm x 900 mmx 1000 mm deep 496 (NON SCH) 497 Supplying, Installation and commissioning of AMF start silent type 50 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase Model- 4K1080TAG2 Engine BHP-80 rated at 1500 RPM, Water Cooled, Four Stroke Electric Start 4 Cylinders Diesel Engine conforming to BS 5514 with capacity Of 10%, complete in all respects with all required safety devices, fittings, batteries, accessories, filters, residential type silencer, control panel, inbuilt diesel oil MS tank of 990 ltrs. capacity made of 2mm thick M.S. sheet complete with M.S. fuel piping, G.M. gate valves, supports, control cable between generating set and control panel, exhaust piping with asbestos roping, antivibration mounting pads, first filling of lubricant oil totally enclosed in air tight, dust proof, weather proof, powder coated cubical type, sound proof as per CPCB norms acoustic enclosure made of 2mm thick CRCA sheet with with heavy duty doors, lockable arrangement, sound proof insulation with high density rock/mineral polymer/fibre cloth and perforated CRCA sheets, suitable to reduce the sound level upto 75dba approx. at a distance of 1 mtrs. as per CPCB norms Complete with axial flow heavy duty exhaust fans for adequate ventilation exhaust of hot air etc including making of cement concrete foundation of 1: 2:4 (1 cement 2 sand and 4, 40mm graded stone aggregate) as per manufacturer recommendation complete as per specifications and conditions as required. (The diesel engine and alternator shall be so rated to deliver the specified output at site condition complete with control cable etc. as required. 498 SUBHEAD XI- Solar Photovoltaic Power Plant 499 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystal line silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium /GI structure of suitable strength with following components complete as required:-a)Solar Photovoltaic Module of capacity 330Wp or above,manufactured in India, conforming to IS 14286/ IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV module sused in solar power plants /systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350- 800 V DC Input voltage range and 400V AC, three phase, 4 wire,50Hz+/-2.5Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories.d) Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/ conduit lugs and other accessories etc. as required. 500 ESTIMATE OFFOR 4.5 Mt. WIDE C.C. ROAD 501 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( PWD-251) 502 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc(DSR 16.1)*0.8222 503 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(DSR 16.3.2 and 16.4)*0.8222 504 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(DSR 16.43.2)*0.8345 505 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners,etc(DSR 16.45)*0.8222 506 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8222) Using grade A sealing compound. 507 TREMIX FLOORING IN PARKING AREA 508 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( dsr 2.1) 509 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc dsr 16.1 510 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(dsr16.3.2 and 16.4) 511 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(sor 16.43.2) 512 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8681) Using grade A sealing compound. 513 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 514 [ LANDSCAPING WORK ] 515 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 516 Carrigae of sludge upto 5 K.M. 517 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 518 Carrigae of manure upto 5 K.M. 519 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 520 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 521 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). 522 Holes 0.9 m dia. and 0.90 m deep. 523 Providing & stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 524 Providing & stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35cm as per direction of the officer-in-charge. 525 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 526 Sand Stone Pathway 527 Supplying & Laying of P.C.C. in 1:4:8 (1 Cement :4 Coarse sand: 8 stone aggregate 40 mm nominal size in base includinmg supply of all material labour T&P etc. 528 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 529 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 530 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 531 [ COBBLE PATHWAY ] 532 Earth work in excavation 533 Excavation by Manual means 534 Surface dressing 535 P.C.C. 1:4:8 536 B/W in 1:4 ( 1Cement :4 Coarse sand) 537 12 mm plaster in 1:3 outer 538 12 mm plaster in 1:3 inner 539 Providing & fixing Cobble Stone Flooring (10X10X10)cm filling of joints in 1:3 Cement mortarwith matching colour pigments all complete specification & direction of Engineer in charge. 540 [ ABSTRACT OF COST - CHHATRI ] 541 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 542 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 543 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 544 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 545 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 546 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 547 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete). 548 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). 549 As in item 6 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast. (Using1:1.5:3Mix concrete). 550 As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 551 M-150 brick work in 1:6 (one cement and six coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 552 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 553 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 554 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with roughbacking. 30 mm thick 555 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 556 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 557 Supply/FIXINGOF Installation Of Fountain 558 [ ABSTRACT OF COST - POND (SIZE - 30.0X 3.3 MT. ] 559 Earth workinexacavationintrenches for foundations in ordinarysoil (loan clay or sand) includingliftupto 1.5m and leadup to 30m.&including filling watering & ramming of excavated earthin to trenchesorintothespace between the building& thesidesof foundation trenchesor in totheplinth and removal & disposal of surplus excavated earthas directedbytheEngineer i/c upto adistanceof 30 m fromthe foundation trenches. 560 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors. 561 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size)(Footing) 562 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 563 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 564 Water proofing of pool as per spec.of DON building Chemicals. 565 Providing & fixing Glass Mosaic tiles in pond. 566 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red Area of slab over 0.50 sqm 567 Centering and shuttering including strutting, propping etc. and removal of form for. 568 Foundations, footings, bases of columns, etc. for mass concrete 569 Columns, Pillars, Piers, Abutments, Posts and Struts 570 Underground Sump 571 Supply installing , testing and commissioning of non clog submerssible tupe drainage/dewatering pumpset.Product Type: SUBMERSIBLE DRAINAGE PUMP Product ConfigurationPump Classification: Standard PumpComponent Materials Volute Material: Cast Iron FG 260 Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410 Seal Material: Carbon/Ceramic/NBR/S.S 304 Motor Specifications Phase: 3 Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework Connection Float Switch: With Float Switch Solids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9mEach Pump Set Detail = 1W+1S ( 2No. for LOWER GROUND TOILET) 572 Filling of carted earth. (230.13*4) 573 COST OF LIFT 13 PERSON 574 COST OF SOLAR PHOTO VOLTAIC PLANT 575 COST OF D.G.SET - 50 KVA 576 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
14.
Housing Urban and Rular Development #9443251 Technical Bid
Tender For Development Of Tourism Office At Distt. Deoria, 1 TOURIST FACILITATION CENTER (Civil) 2 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Excavation by Manual means [Special tools] 3 From Lvl. 0.00 To 1.50 Mtr 4 Filling of carted earth. 5 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Km from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour, T&P etc. required for proper completion the work. 6 Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, tools and plants etc. required for proper completion the work. 7 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete 8 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 9 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. 10 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto plinth Lvl.(M-25) 11 R.C.C. work in Footing 12 R.C.C. work in Column 13 R.C.C. work in Beam 14 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto Above Lvl.(M-25) 15 R.C.C. work in Lintel 16 R.C.C. work in Slab 17 R.C.C. work in Beam 18 R.C.C. work in Column 19 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 20 Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 21 Providing machine made Wire Cut Bricks in Arches where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 22 Extra for forming cavity 42 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 460 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design. 23 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) 24 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 25 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 26 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 27 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 28 Upto Plinth Lvl. 29 Above Plinth Lvl. 30 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 31 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 32 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 33 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 34 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm 35 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 36 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 37 Providing and fixing three-layer construction, wooden plank/engineered Wood size185—200 mmX 2000-2426 mmof 3 strip oak with a total thickness of 15 mm and a wear layer thickness of 3.5mm should be resandable up to 2 to 3 times. Surface Treatment: Matt/ Ultra matt Lacquer, Core: Pine/ Spruce/ Alder. Joint: Woodloc 5S, fifth-generation locking system, Moisture Content as per EN 13183: 7%, Reaction to fire as per EN13501-2:1 Dfl- s1CARB 2 compliant, Biological Durability as per EN350-2 Class1 confirming to strict quality and environment norms. It should be certified by PEFC, FSC, Blue Angel, and Real Wood.Matching Accessories like skirting & profile with,. Installation should be done by a trained and authorized team on Zero level of the hard surface .Make-Kahrs, Armstrong 38 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 39 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 40 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 41 Granite of any colour and shade (Area of slab upto 0.50 sqm) 42 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 43 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoiningwalls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 44 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 45 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 46 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 50 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 52 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 53 Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 54 Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 55 Float glass panes 56 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 57 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 58 Providing and fixing to existing door frames. 59 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelleddoor shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturatedpolyester resin, moulded to 3 mm thick FRP laminate forforming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 60 Supply and fix powder coated Aluminium louvered door double leaves type overall size as per drawing for maintenance opening in the service area ,with all required fixing angles, bolts, welding including1’ wide Aluminium Louvers of approved shade in door Including allaccessories required for installation of the louvers, painting and priming and all required as per drawings and Engineer instructions in charge 61 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 62 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 63 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 64 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 65 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 67 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. 68 (a) 300mm x 16mm 69 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 70 (a) 250 mm x 10mm 71 (b) 200 mm x 10mm 72 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 73 125 mm 74 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 75 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 76 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 77 Construction of drain along with apron. 78 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 79 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 80 a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 81 b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 82 c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 83 d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 84 Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 85 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. 86 The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm 87 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 88 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 89 Providing & fixing mineral fibre false ceiling tiles at all height of size 595 x 595 mm. of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85% Thermal Conductivity k = 0.052- 0.057 w/m K, Fire performance as per (Bs 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all around galvanized iron secion of 0.33mm thick (galvanized @ 120 gsm) 90 comprising of main T-Runners of 15x32mm of length 3000mm, cross T of size 15x32mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to 91 centre along main T. The system should rest on periphery walls/ partitions with the help of G.I. perimeter wall angle of size 24x24x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyster baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 92 With 16 mm thick beveled tegular mineral fibre false ceiling tile 93 Centering and shuttering including strutting, propping etc. and removal of form for 94 Foundations, footings, bases of columns, etc. for massconcrete 95 Suspended floors, roofs, landings, balconies and accessplatform 96 Lintels, beams, plinth beams, girders, bressumers andcantilevers 97 Columns, Pillars, Piers, Abutments, Posts and Struts 98 Providing, Suppling & fixing of cultural Terracotta tile mural work of 20mm thick inspired from the extraction of Ramayana and the Local Tangible context as per architect incharge. 99 FIRE FIGHTING WORKS 100 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 101 150 mm dia. 102 100 mm dia. 103 80 mm dia. 104 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 105 150 mm dia. 106 100 mm dia. 107 80 mm dia. 108 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 109 150 mm dia. 110 100 mm dia. 111 80 mm dia. 112 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 113 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 114 4 way - 150 mm dia M.S. Pipe 115 TOTAL OF SUBHEAD-I 116 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in allrespects, as required: (Terrace Pump) 117 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 118 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 119 (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 120 (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 121 900 lpm at 35 m Head 122 450 lpm at 35 m Head 123 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 124 Providing & fixing of start/stop push buttons including complete connection etc. as required. (for terrace booster pump) 125 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 126 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 127 150 mm dia. 128 100 mm dia. 129 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 130 150 mm dia. 131 100 mm dia. 132 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 133 80 mm nominal bore 134 100 mm nominal bore 135 150 mm nominal bore 136 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 137 Single headed Gunmetal 138 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 139 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 140 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 141 40 m 142 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 143 Gun metal 144 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 145 Gun metal 146 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 147 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 148 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 149 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 150 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 151 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 152 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 153 TOTAL OF SUBHEAD-III 154 FIRE FIGHTING PANEL 155 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 9.3 KW/12.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. Star delta starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 156 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 157 Supply, installation , testing & commissioning of XLPE insulated and PVC outer sheathed Aluminium conductor armoured cable of 1.1 KV grade confirming to IS : 7098:1988 (with upto date amendments) of following sizes. 158 3 Core, X 10 sqmm. 159 3 Core, X 6 sqmm. 160 Supplying and making end termination with brass compression gland & Al.lugs for following sizes of PVC insulated, PVC sheathed/ XLPE Al.conductor cables of 1.1 KV grade as required. 161 3 Core, X 10 sqmm. 162 3 Core, X 6 sqmm. 163 Supplying and laying control wiring with multicore copper stranded conductor of following sizes PVC insulated, PVC sheathedarmoured cable between various sensors and system controller/starter etc.in pump house & out side on surface/existing cable tray complete with connections at both end with glands etc.as required 164 4 x 2.5 sq.mm 165 2 x 2.5 sq.mm 166 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 167 150 mm width x 50mm depth x 1.6 mm thickness. 168 FIRE ALARM SERVICES 169 Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 170 6 zone panel for fire alarm system 171 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. 172 Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set. 173 Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No. 174 Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set. 175 Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set. 176 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 177 4-Zone Panel. 178 6-Zone Panel. 179 10-Zone Panel. 180 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 181 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 182 Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 183 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete asrequired. 184 Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required. 185 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 186 INTERNAL W/S & SANITATION WORK 187 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 188 W.C. pan with ISI marked white solid plastic seat and lid 189 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 190 Providing & fixing toilet paper holder 191 C.P. brass 192 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 193 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 194 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 195 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 196 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 197 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 198 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 199 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 200 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 201 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 202 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 203 15 mm nominal bore 204 Providing and fixing uplasticised PVC connection pipe with brass unions : 205 45 cm length 206 15 mm nominal bore 207 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 208 100 mm diameter 209 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 210 15 mm nominal bore 211 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 212 15 mm nominal dia 213 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 214 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 215 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 216 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 217 Kitchen sink with drain board 218 510x1040 mm bowl depth 200 mm 219 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 220 Flexible Pipe 221 32mm Dia 222 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 223 15mm nominal bore 224 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 225 15mm nominal bore 226 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 227 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 228 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 229 Granite Stone of approved shade 230 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 231 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 232 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. 233 Capacity 25 Liters 234 TOTAL OF SUBHEAD-I 235 SUB HEAD-II-WATER SUPPLY 236 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 237 Concealed work, including cutting chases and making good the walls etc. 238 For Internal Toilet 239 15 mm nominal outer dia Pipes 240 20 mm nominal outer dia Pipes 241 25 mm nominal outer dia Pipes 242 32 mm nominal outer dia Pipes 243 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 244 Internal work - Exposed on wall 245 20 mm nominal bore 246 25 mm nominal bore 247 32 mm nominal bore 248 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 249 Terrace loop & Tank Filling Pipe 250 40 mm nominal bore 251 50 mm nominal bore 252 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 253 40mm diameter pipe 254 50mm diameter pipe 255 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 256 40mm diameter pipe 257 50mm diameter pipe 258 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 259 For vertical pipe connection with terrace ringmain 260 20 mm nominal bore 261 25mm nominal bore 262 32mm nominal bore 263 40mm nominal bore 264 50mm nominal bore 265 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 266 25 to 40 mm nominal bore 267 50 to 80 mm nominal bore 268 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 269 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 270 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 271 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 272 15mm dia (9 mm thickness) 273 20mm dia (9 mm thickness) 274 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 275 Lehry Make Automatic OHT Level Control System Consist of Following Items 276 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 277 40mm 278 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 279 25mm dia. 280 32mm dia. 281 40mm dia. 282 50mm dia. 283 65mm dia. 284 80mm dia. 285 100mm dia. 286 150mm dia. 287 200mm dia. 288 250mm dia. 289 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 290 110 mm dia (for rain water) 291 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 292 Single Push Fit Coupler 293 110 mm dia 294 Single tee with door 295 110x110x110 mm 296 Plain bend 87.5 deg 297 110 mm dia 298 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 299 110 mm dia 300 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 301 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 302 All kind of soil 303 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 304 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 305 100mm dia SWpipe 306 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 307 Internal Toilet (Soil & Waste Pipe) 308 75 mm 309 110 mm 310 Exposed on Wall (Soil & Waste Pipe) 311 110 mm 312 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 313 Bend without door (45°) 314 75mm 315 110mm 316 Bend without door (87.5°) 317 75mm bend 318 110mm 319 Y Fitting without door 320 75mm 321 110mm 322 Single Tee without door 323 75mm 324 110 mm 325 Single Tee with door 326 75mm 327 110 mm 328 Bend with door (87.5°) 329 75mm 330 110 mm 331 Clean Out Plug (COP) 332 75mm 333 110 mm 334 Reduced Y Fitting without door 335 110mm x 75mm 336 Reduced Tee with door 337 110mm x 75mm 338 Coupler 339 75mm 340 110mm 341 Vent Cowl 342 110mm 343 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 344 For Wash basin & Urinal 345 32mm dia. Pipe 346 50mm dia. pipe 347 Elbow (45°) 348 32mm 349 50mm 350 Elbow (90°) 351 32mm 352 50mm 353 T fitting 354 32mm 355 50mm 356 Coupler 357 32mm 358 50mm 359 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 360 110mm x 75mm x 50mm/40mm (Toilet) 361 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 362 110mm x 75mm (Toilet & Kitchen) 363 Providing and fixing PTMT grating of approved quality and colour. 364 Rectangular type with openable circular lid 365 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 366 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 367 150 x 100mm size P-type 368 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 369 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 370 100 mm diameter 371 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 372 All kind of soil 373 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 374 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 375 100mm dia SWpipe 376 INTERNAL ELECTRIFICATION WORKS 377 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 378 Group - B 379 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 380 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required 381 Group -A 382 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 383 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 384 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 385 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 386 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 387 2 x 10 sq.mm + 1 x 6sq.mm. earth wire 388 2 x 16 sq.mm + 1 x 6sq.mm. earth wire 389 4 x 6 sq.mm + 2 x 6 sq.mm. earth wire 390 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 391 4 x 16 sq.mm + 2 x 6sq.mm. earth wire 392 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 393 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 394 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 395 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 396 Wiring for light/ power plug plug with 2 X 4 sq. mm FRLC PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FRLC PVC insulated copper conductor single core cable for loop earthing as required 397 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 398 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 399 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 400 5/6 A switch 401 3 pin 5/6 A socket outlet 402 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 403 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 404 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 405 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 406 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 407 Upto 450 mm sweep 408 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 409 Supply of surface/Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 410 Supply of surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 411 Supply of LED 4ft 2x20W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor Make Jaguar LUNI01X220XW, Philips / BAJAJ or Eq. 412 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 413 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 414 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 415 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 416 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 417 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 418 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 419 Supplying and fixing brass batten/ angle holder including connection etc. as required. 420 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 421 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 422 MACTY SURFACE DOWNLIGHT Divinity Sarface Macty Up and Down Light Outdoor Fixture (IP-65) Optical system=LensWattage=2x10WLumen=1600lmCCT=3000KCRI>80Beam Angle=12° /24° / 36° / 60°Driver=Non Dimmable Material=Aluminium Dia castingStandard Lifetime=L70Minimum 50000 HoursFinish=BlackDimension=Dia=100mm,H=100mm 423 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 424 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 425 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 426 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 427 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 428 300mm EXHAUST FAN 429 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 430 63 A,25KA,FP MCCB 431 100 A,30KA,FPMCCB 432 125 A,36KA,FPMCCB 433 160 A,25KA,FP MCCB 434 200 A, 36KA,FPMCCB 435 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 436 6 Way Double Door 437 8 way, Double door 438 12 way, Double Door 439 16 way, Double Door 440 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 441 4 Way Double door 442 6 way Double door 443 8 way Double door 444 12 way Double door 445 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 446 4 way (4 + 12), Double door 447 8 way (4 + 24), Double door 448 Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required. 449 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 450 40 amps SP MCB 451 40 amps DP MCB 452 63 amps DP MCB 453 40 amps TP MCB 454 63 amps TP MCB 455 40 amps 4P MCB 456 63 amps 4P MCB 457 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 458 40 amps 459 63 amps 460 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 461 40 amps 462 63 amps 463 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 464 25 amps 465 40 amps 466 63 amps 467 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 468 Single pole 469 Double pole 470 Triple pole 471 Triple pole and neutral 472 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 473 Supplying and fixing 1P LCD Energy Meter 5-30A with BOX 474 Supplying and fixing 3Ph 4 W kWh Dir base mtg 240V 10- 60 A Energy Meter 475 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 476 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 477 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 478 90 mm dia (OD-90 mm & ID-76 mm nominal) 479 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 480 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 481 The minimum clearances between bus bars shall be as follows : 482 Phase to phase - minimum 20mm 483 Phase to neutral-minimum 15mm 484 MAIN PANEL 485 Same as above item but following mountings. 486 INCOMER:- 487 One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release 488 Metering : 489 1 Set of CTs one of 160/ 5Amp ratio for Multifunction Meter 490 One (1) Set of Phase Indication Lamp. 491 Bus Bar : 492 One (1) No.200 Amp.TPN aluminimum bus bar of suitable length. 493 Outgoing : 494 Phase indication lamps on each outgoing to be provided. 495 40 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 6 No 496 63 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 2 No 497 10 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No 498 2 Nos.Space & Spare 499 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 500 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 501 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 502 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 503 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 504 Providing and Fixing 6 SWG dia G.I. Wire on surface or in recess for connection etc. as required. 505 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 506 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 507 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 508 2 Pair (4 core) 509 Providing, laying, connecting and testing of multi-core telephone unarmoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 510 100 Pair telephone cable 511 20 Pair telephone cable 512 10 Pair telephone cable 513 5 Pair telephone cable 514 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 515 5 Pair tag block 516 10 pair tag block 517 20 pair tag block 518 100 pair tag block 519 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 520 20mm dia PVC conduit 521 25mm dia PVC conduit 522 32mm dia PVC conduit 523 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 524 1 or 2 Module (75mmX75mm) 525 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 526 Telephone socket outlet 527 TV antenna socket outlet 528 Bell Push 529 RJ-45 Data Socket outlet 530 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 531 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 532 1 run of cable 533 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 534 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 535 Up to 35 sq.mm. 536 Above 35 sq.mm. and up to 95 sq.mm. 537 Above 95 sq.mm. and upto 185 sq.mm. 538 Above 185 sq.mm. and up to 400 sq.mm. 539 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 540 Up to 35 sq.mm. 541 Above 35 sq.mm. and up to 95 sq.mm. 542 Above 95 sq.mm. and upto 185 sq.mm. 543 Above 185 sq.mm. and up to 400 sq.mm. 544 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 545 Up to 35 sq.mm. 546 Above 35 sq.mm. and up to 95 sq.mm. 547 Above 95 sq.mm. and upto 185 sq.mm. 548 Above 185 sq.mm. and up to 400 sq.mm. 549 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 550 Up to 35 sq.mm. 551 Above 35 sq.mm. and up to 95 sq.mm. 552 Above 95 sq.mm. and upto 185 sq.mm. 553 Above 185 sq.mm. and up to 400 sq.mm. 554 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 555 Up to 35 sq.mm. 556 Above 35 sq.mm. and up to 95 sq.mm. 557 Above 95 sq.mm. and upto 185 sq.mm. 558 Above 185 sq.mm. and up to 400 sq.mm. 559 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. 560 Up to 35 sq.mm. 561 Above 35 sq.mm. and up to 95 sq.mm. 562 Above 95 sq.mm. and upto 185 sq.mm. 563 Above 185 sq.mm. and up to 400 sq.mm. 564 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 565 Upto 35 sq. mm (clamped with 1mm thick saddle 566 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 567 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp 568 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 569 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 570 Upto 35 sq. mm (clamped with 1mm thick saddle) 571 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 572 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 573 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 574 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 575 3.5 x 400 sq.mm. 576 3.5 x 300 sq.mm. 577 3.5 x 240 sq.mm. 578 3.5 x 185 sq.mm 579 3.5 x 150 sq.mm 580 3.5 x 120 sq.mm 581 3.5 x 95 sq.mm 582 3.5 x 70 sq.mm 583 3.5 x 50 sq.mm 584 3.5 x 35 sq.mm 585 3.5 x 25 sq.mm. 586 4 x 25 sq.mm 587 4 x 16 sq.mm 588 4 x 10 sq.mm 589 4 x 6 sq.mm 590 2 x 16 sq.mm, 591 2 x 10 sq.mm, 592 2 x 6 sq.mm, 593 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 594 2 X 6 sq. mm (19mm) 595 2 X 10 sq. mm (19mm) 596 2 X 16 sq. mm (22mm) 597 3½ X 25 sq. mm (28mm) 598 3½ X 35 sq. mm (32mm) 599 3½ X 50 sq. mm (35mm) 600 3½ X 70 sq. mm (38mm) 601 3½ X 95 sq. mm (45mm) 602 3½ X 120 sq. mm (45mm) 603 3½ X 150 sq. mm (50mm) 604 3½ X 185 sq. mm (57mm) 605 3½ X 225 sq. mm (62mm) 606 3½ X 240 sq. mm (62mm) 607 3½ X 300 sq. mm (70mm) 608 3½ X 400 sq. mm (82mm) 609 4 X 10 sq. mm (25mm) 610 4 X 16 sq. mm (28mm) 611 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 612 100 mm dia 613 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 614 100mm dia 615 150 mm dia 616 250 mm dia 617 300 mm dia 618 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 619 90 mm dia (OD-90 mm & ID-76 mm nominal) 620 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 621 100 mm wide x 50 mm depth x 1.6 mm thickness. 622 150 mm wide x 50 mm depth x 1.6 mm thickness. 623 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 624 100 mm wide x 50 mm depth x 1.6 mm thickness. 625 150 mm wide x 50 mm depth x 1.6 mm thickness. 626 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 627 100 mm wide x 50 mm depth x 1.6 mm thickness. 628 EXTERNAL SEWERAGE & WATER SUPPLY SYSTEM 629 COST OF SEWERAGE WORKS 630 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 631 up to 1.50 m depth 632 Pipes 80 mm to 300 mmdiameter 633 1.50 m to 3.00 m depth 634 Pipes 80 mm to 300 mmdiameter 635 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 636 Depth not exceeding 1.5 meter 637 Depth 1.5 to3.00meter 638 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 639 150 mm.dia. RCCPipes 640 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 641 150 mm.dia. RCCPipes 642 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 643 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 644 With common burnt clay FPS (non modular) bricks of class designation 75 645 (i) For Sewer Line 646 Extra for depth for manholes: 647 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 648 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). 649 With common burnt clay FPS (non modular) bricks of class designation 75 650 (i) For Sewer Line 651 Extra for depth for manholes: 652 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 653 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 654 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 655 80mm nominal bore. 656 65mm nominal bore. 657 50mm nominal bore. 658 40mm nominal bore. 659 32mm nominal bore. 660 25mm nominal bore. 661 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 662 80mm nominal bore. 663 65mm nominal bore. 664 50mm nominal bore. 665 40mm nominal bore. 666 32mm nominal bore. 667 25mm nominal bore. 668 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 669 80mm nominal bore. 670 65mm nominal bore. 671 50mm nominal bore. 672 40mm nominal bore. 673 32mm nominal bore. 674 25mm nominal bore. 675 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 676 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 677 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 678 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 679 EXTERNAL SEWERAGE SYSTEM (SEPTIC TANK) 680 SEPTIC TANK & SOAK PIT 681 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 682 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 683 In all kind of soil upto 1.5m depth 684 In all kind of soil upto 1.5m to 3.0m. depth 685 In all kind of soil upto 3.0m to 4.5m. depth 686 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 687 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 688 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 689 Suspended floors, roofs, landings, balconies and access platform. 690 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 691 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 692 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 693 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 694 Providing & fixing 75mm dia vent pipes. 695 Providing & fixing of 75mm dia cast iron terminal guard. 696 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 697 M.D. -10- Circular shape 500mm internal diameter 698 M.D. -2.5- Circular shape 450mm internal diameter 699 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 700 With F.P.S. bricks 701 RAIN WATER HARVESTING WORKS 702 RECHARGE PITS 703 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 704 In all kind of soil upto 1.5m depth 705 In all kind of soil upto 1.5m to 3.0m. depth 706 In all kind of soil upto 3.0m to 4.5m. depth 707 In all kind of soil upto 4.5 m to 6.0m. depth 708 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 709 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 710 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 711 Suspended floors, roofs, landings, balconies and access platform. 712 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 713 12mm cement plaster on rough side of single or half brick wall mix 714 1:3 (1 cement : 3 Coarse sand) 715 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 716 With 20x20mm square bar 717 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 718 M.D. -10- Circular shape 500mm internal diameter 719 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 720 Drilling of 300mm dia bore hole manually. 721 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 722 150 mm nominal size dia 723 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 724 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 725 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 726 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 727 DESILTING CHAMBER 728 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 729 In all kind of soil upto 1.5m depth 730 In all kind of soil upto 1.5m to 3.0m. depth 731 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 732 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 733 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 734 Suspended floors, roofs, landings, balconies and access platform. 735 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 736 15mm cement plaster on rough side of single or half brick wall mix 737 1:3 (1 cement : 3 Coarse sand) 738 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 739 With 20x20mm square bar 740 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 741 M.D. -10- Circular shape 500mm internal diameter 742 COST OF EACH RAIN WATER HARVESTING 743 TOTAL NO. OF RAIN WATER HARVESTING 744 TOTAL COST OF RAIN WATER HARVESTING 745 DRAINAGE NETWORK 746 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 747 up to 1.50 m depth 748 Pipes 80 mm to 300 mmdiameter 749 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 750 150 mm.dia. RCCPipes 751 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 752 150 mm. dia. 753 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 754 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 755 Drain 300 wide average.Depth 45 cm with R.C.C. slab 756 INTERLOCKING PATHWAY (283 Sqm) 757 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil (D.S.R. 2.8.1) 758 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (D.S.R. 4.1.8) 759 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 760 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 761 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 762 TRIMIXING FOR PARKING AREA 184.98 SQM 763 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 764 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8 765 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finishedwith screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specificationsand directions of Engineer-in-charge. Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately (DSR-16.75) 766 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. DSR- 16.46.1 767 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.[ DSR 5.22.6 ] 768 BORING & SUBMERSIBLE PUMP 769 Drilling of 200 mm dia bore hole. 770 Supply of 125 mm dia MSpipe as per IS1239 771 Supply of 125 mm dia slotted MSpipe 772 Supply and fixing of nylon jali around the slotted pipes complete as required. 773 Providing and packing of coarse sand / pea gravel around the pipe. 774 Transport of boring tools other required equipements and installation at site. 775 Supply of submersible pump (3.7KW/5.0 HP) of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. 776 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 777 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 778 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 779 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 780 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 781 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 782 Testing and development of tube well. 783 HORTICULTURE 784 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 785 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 786 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 787 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 788 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 789 Rough dressing the trenched ground including breaking the clods. 790 Fine dressing the ground 791 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 792 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 793 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 794 With grass Turf 795 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 796 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 797 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 798 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 799 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 800 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 801 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 802 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 803 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 804 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 805 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 806 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 807 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 808 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 809 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 810 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 811 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 812 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 813 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 814 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 815 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
15.
Drinking Water Supply and Sanitation #9199023 Technical Bid
Work of Conversion from P&T into piped WSS Tighriya-Ranmalpada to provide FHTCs including one year Defect Liability period under Tehsil Hindaun City under JJM in the jurisdiction of PHED Division Hindaun City Distt. Karauli.; 1 Tube well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 8 Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. 9 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 10 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 11 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 12 200 mm dia nominal bore of 5.4mm thickness 13 Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 14 11 KW (15 HP) & head above 120 mtr. 15 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 16 Above 10 HP and up to 15 HP 17 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 18 3 core 6.0 Sq.mm 19 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 20 16.0 Sq.mm, 4 core 21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 22 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. 23 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 24 200 mm dia 25 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 26 50 mm dia 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 50 mm dia 29 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 30 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 31 80 mm dia 32 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 33 RISING PIPE LINE 34 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 35 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 36 Providing and laying in position cementconcrete in specifiedgradeoverprepared basecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting, guarding forroad restorationworkin trenchesof pipe lineand chamber work. Measurementfor CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete wo t‹ as per technical specification and scope of work. 37 M20 grade Nominal Mix 1: 1.5: 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 rn nominal size). 38 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 39 D I K7 -150mm 40 D I K7 -100mm 41 D I K7 -80mm 42 Providing, lowering,aligning, fixinginposition inpipe line,CID/FSluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, ThrustPlate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS,Face to face dimensionsas per IS 14846/2000 (amendedup todate) ,Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised‘steelInsersion rubberof black EPDM 6mm thick . Sluicevalvesincludingalljointing&jointingmaterial,labour,testingand commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 43 Manually Operated CI Sluice valve of Class PN-1.0 44 80 mm HW 45 100 mm HW 46 150 mm HW 47 DISTRIBUTION PIPE LINE 48 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 49 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 50 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. 51 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 52 Removing& Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. 53 Horizontal aligned Bricks 54 Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. 55 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnestors, i.e.thread/insertjc›int/quickreleasecouplerjoint/compression fitting jointorflangedjointandspecialsjointingpipebyeléctro fusionwelding method,includingalltaxes,transportationand freightcharges,inspectioncharges,loading/ unloadingchai‘ges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work) . Note : Providingand fixing of ali requisitespecialsas per drawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 56 HDPE PE-80PN-6 57 75 mm dia 58 90 mm dia 59 110 mm dia 60 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnectors,i.e.thread/insertjr>int/quickreleasecouplerjoint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electrofusionweldingmethod,includingall taxes ,transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work)t Note : Providing and fixing of all requisitespecialsas perdrawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply of pipe shall he in straight length in 6/12 M. 61 HDPE PE-80PN-6 62 125 mm dia 63 140 mm dia 64 Providing, lowering,aligning, fixinginposition inpipe line,CID/FSluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, ThrustPlate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS,Face to face dimensionsas per IS 14846/2000 (amendedup todate) ,Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised‘steelInsersion rubberof black EPDM 6mm thick . Sluicevalvesincludingalljointing&jointingmaterial,labour,testingand commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 65 Manually Operated CI Sluice valve of Class PN-1.0 66 80 mm HW 67 100 mm HW 68 125 mm HW 69 150 mm HW 70 Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). 71 A/S Tee , Bend, Reducer (All End Socketed) UP to 300m Dia 72 Reservoir 73 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 74 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 75 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 76 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 77 200 KL capacity 2 Nos. 78 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 79 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 80 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 81 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 82 100 KL Capacity 83 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 84 100 mm 85 150 mm 86 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 87 For in-campus Valve Chambers 88 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 89 PUMP HOUSE 90 ConstructionofPumphouseofrequiredsizesuitableforinstallationof maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 91 Construction of boundary wall of Brick/ stone masonary as per encIosed GA drawing, scope of work .andtechnicalspecifications complete d/ork in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stonemasonaryin CM: 1:6, W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top ofwall thereshall be CC Coping 75 mmthick (1:2:4)shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 92 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. 93 MOTOR PUMP 94 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 95 Centrifugal Monoblock Pump set (Single Stage) 96 7.5 KW (10 HP) 97 11.0 KW (15 HP) 98 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.CLASS PN 1.0 99 Class PN 1.0 100 100 mm dia 101 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 102 Class PN 1.0 103 100 mm dia 104 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 105 Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 106 100 mm dia 107 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 108 100 mm dia. 109 Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 110 100 mm dia. 111 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 112 STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 113 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 114 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 115 BFM100 mm 116 BFM125 mm 117 BFM 150 mm 118 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 119 FHTCS 120 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately. 121 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 122 P & F Bib cock (IS : 8931 mark), superior quality of approved make,chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore. 123 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 124 Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
16.
Drinking Water Supply and Sanitation #9199019 Technical Bid
Tender For The Work Of Construction Of Sources Rising Main Pl Cwrs Pump Houses Esrs Glsrs Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Svs Under Jjm In The Dn Bagidora Under Distt Bans Pkg15 - Tender for the work of construction of Sources, Rising main pipelines, CWRs, Pump houses, ESRs, GLSRs, internal village distribution pipeline and FHTC including one year Defect Liability Period of SVS under JJM in the DN. Bagidora Under District-Banswara (Package-15) Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 80 mm dia 3 100 mm dia 4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 5 75 mm dia 6 90 mm dia 7 110 mm dia 8 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 9 125 mm dia 10 160 mm dia 11 180 mm dia 12 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. 13 In all types of Soils 14 upto 1.5 m 15 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 16 In Soft Rock 17 upto 1.5 m 18 In Hard Rock (Blasting Required) 19 upto 1.5 m 20 In Hard Rock (Blasting Prohibited) 21 upto 1.5 m 22 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 23 Bituminous courses 24 Granular courses 25 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 26 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 27 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). 28 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 29 80 mm dia 30 100 mm dia 31 150 mm dia 32 200 mm dia 33 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 34 Manually Operated CI Sluice valve of Class PN-1.0 35 100 mm dia 36 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 37 80 mm dia 38 100 mm dia 39 150 mm dia 40 200 mm dia 41 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. 42 100 mm dia 43 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 44 Class PN 1.0 45 100 mm dia 46 Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge 47 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 48 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve 49 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 50 Class PN 1.6 51 50 mm 52 Class PN 1.0 53 40 mm 54 50 mm 55 Supply, installation, testing and commissioning of DC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and B9maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps.Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope. Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit,accidental short circuit and reverse polarity should be provided. A good reliable on/off switch suitable for DC use is to be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be as per technical specification and direction of Engineer in charge. 56 2.2 KW (3.0 HP) 57 Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On the Polyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item. The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover.Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled. Note: There shall be 5 year service warranty for structure, tank, fittings etc. and suitable provision shall be included in tender document. 58 5000 Liter X 2 Nos. PE water tank, staging 12 meter. 59 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 60 Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level 61 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 62 Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank and installation of PV module on above structure as per approved design and drawings. Mounting structure shall be suitably design to withstand wind velocity up to 150km/hr. The work shall be as per detailed technical specifications, approved drawing and direction of Engineer in Charge.This item does not include cost of OHSR/ MS fabricated structure with tank but includes cost of items required for installation of solar panels on top of the tank.Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document. 63 Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height 64 Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level 65 120CM high fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 cm in ground embedded in cement concrete, 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonal of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete 66 Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 67 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 68 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 69 2.2 KW 70 5.5 KW 71 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 72 Up to 5.00 HP 73 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 74 Above5 HPand upto 10 HP 75 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 76 5.5 KW (7.5 HP) & head up to 120 mtr. 77 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 78 3 core 4.0 Sq.mm 79 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 80 10.0 Sq. mm 4 core 81 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 82 50 mm dia 83 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6 84 100 mm dia 85 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 86 100 mm dia 87 150 mm dia 88 200 mm dia 89 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 90 80 mm dia 91 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end. 92 Upto 300mm 93 Providing, lowering, laying, aligning, fixing in positionand jointing at alllevel/depthsDIstandardspecialswithrubberring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material, labour, taxes, testingand commissioningalong with pipe line as per technicalspecificationsanddirectionofEngineer-in-charge (excluding earth work). 94 AII End Flanged 95 Upto 300mm 96 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 97 GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading of flow meter to LCC/MCC Centre 98 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 99 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 100 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 101 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 102 50 KL, staging Height 15 m 103 75 KL, staging Height 15 m 104 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 105 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 106 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 107 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 108 100 KL, staging Height 18 m 109 150 KL, staging Height 18 m 110 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 111 100 KL, staging Height 20 m 112 250 KL, staging Height 22 m (1-Nos.) 113 Providing Household Tap Connectionas per technical specification and approveddrawingasperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , notexceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsinglepiece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationforpotablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning,disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note:Roadcutandrestorationisnotpartofthisitemandpaid separately. 114 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 115 Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification, approved make and direction of Engineer in charge. 116 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 117 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 118 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. 119 150 mm dia nominal bore. 120 Nominal bore 200 mm dia. - for 1 No. of Tube Wells for 1st 100 m 121 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. For 20 m more additional depth (total depth 120m) 122 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. For 20 m more additional depth (total depth 120m) 123 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 124 200mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 125 200 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) 126 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 127 150 mm dia 128 200 mm dia 129 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. 130 Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All workto plinth level using crusher broken aggregate 131 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 132 M20 Grade nominal mix (with graded stone aggregate 20mmnominal size) 133 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 134 M20 grade Nominal Mix / Design Mix 135 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 136 Columns, pillars, posts and struts etc. (Pillar above GL) 137 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 138 100 mm dia 139 150 mm dia 140 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 141 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 142 From0 m to 1.5 m BGL 143 Ordinary rock 144 From1.5 m to 6 m BGL 145 Hard rock (requiring blasting) usefulmaterial 30 % 146 From6 m to 7 m BGL 147 From6 m to 20 m BGL 148 Add extra over item No 1 for every additional; lift of 1.5 m or part thereof. 149 All Kind Of soilFrom1.5 m to 4.5 m BGL 150 In Ordinary RockFrom4.5 m to 6 m BGL 151 In hard rock 152 From6 m to 7.5 m BGL 153 From7.5 m to 9 m BGL 154 From9 m to 10.5 m BGL 155 From10.5 m to 12 m BGL 156 From12 m to 13.5 m BGL 157 From13.5 m to 15 m BGL 158 From15 m to 16.5 m BGL 159 From16.5 m to 18 m BGL 160 From18 m to 19.5 m BGL 161 From19.5 m to 20 m BGL 162 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)From6 m to 18 m BGL 163 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to 4.7.2 164 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 165 Thermo-mechanically Treated bars (Conforming of relevent IS code) 166 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. 167 M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 168 Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height 169 Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming & watering including lead upto 50m. 170 Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. 171 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. Disposed earth to be leveled and neatly dressed:All kinds of soi 172 Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in 173 In cement mortar 1:4 (1 cement : 4 coarse sand) 174 Brick masonry in partition in super structure up to third storey 7 cm thick (brick on edge) using bricks of class designation 75 in 175 Cement mortar 1:3 (1 cement : 3 coarse sand) 176 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 177 1:4 (1 cement : 4 fine/ coarse sand) 178 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: 179 M20 (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 180 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. 181 Wall (any thickness) including attached pilasters, buttresses, plinth and string course 182 Suspended floors, roofs, landings, balconies and access platform. 183 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete 184 Thermo-Mechanically Treated bars 185 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 186 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) rounding of adeges etc.. but excluding the cost of nosing of steps etc. complete 187 75mm thick with 20mm thick nominal size aggregate 188 P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required(without lamp) 189 Street Light Suitable for HPSV Lamps1 X 150 Watt 190 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 191 Short point (up to 3 mtr.) 192 Medium point (up to 6 mtr.) 193 Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure A :- 194 25 mm thick. 195 Sheesham wood grade – I 196 Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved makein surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board ,6 Aswitch, 6 A socket, 3.0 mm thick ISI marked phenoliclaminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 197 Short point (up to 3 mtr.) 198 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 199 4.0 sq.mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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17.
Drinking Water Supply and Sanitation #9180445 Technical Bid
Tender For Work Of Construction Of Tube well, Providing, laying & jointing Of Rising Main Pipelines Internal Village Distribution Pipeline Reservoir Fhtc In Jjm Village Ismailpur Under Ps Kishangarhbas - Work of Construction of Source, PLJ of rising main pipelines, internal village distribution pipeline, Reservoir and FHTC including one-year Defect Liability period of Village Ismailpur under Panchayat Samiti Kishangarhbas under JJM in the jurisdiction of PHED Division Bhiwadi (NCR) Sl. No. Item Description 1 Drilling Work 2 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 200 mm dia. (PHED 2021/2.3.2) 3 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. . (PHED 2021/2.3.3) 4 Add 30% extra on above item for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .(PHED 2021/2.3.4) 5 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water.Nominal bore 200 mm dia. (PHED 2021/2.6.3) 6 Add 15% extra on above itemfor drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . (PHED 2021/2.6.4) 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (PHED 2021/2.11.2) 8 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985 200 mm dia nominal bore. (PHED 2021/2.12.3) 9 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 200 mm. dia.(PHED 2021/2.23.3) 10 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. (PHED 2021/2.15) 11 11 KW (15 HP) & head above 120 mtr. (2.15.8) 12 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.(PHED 2021/2.19) 13 3 core 6.0 Sq.mm (2.19.2) 14 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core.(PHED 2021/2.20.2) 15 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (PHED 2021/2.24) 16 50 mm dia (2.24.2) 17 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. (PHED 2021/2.13) 18 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes80mm Dia (PHED 2021/2.30.2) 19 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. (PHED 2021/2.32) 20 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of 80 mm dia (PHED 2021/ 2.26.3) 21 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.. (PHED 2021/ 2.18) 22 above 10.0 HP and up to 15.0 HP (2.18.2) 23 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.(PHED 2021/2.21) 24 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (PHED 2021/2.27) 25 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore (RUIDP2017/34.12.8) 26 RISING, DISTRIBUTION PIPELINE,& CIVIL WORK 27 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10 (PHED 2021/1.4.3) 28 90 mm dia(1.4.3.1) 29 110 mm dia (1.4.3.2) 30 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-10 (PHED 2021/1.5.3) 31 125mm dia(1.5.3.1 ) 32 160 mm dia (1.5.3.3 ) 33 200mm dia (1.5.3.5 ) 34 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) 35 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve ( 19.59.1 ) 36 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve ( 19.59.2 ) 37 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-6 (PHED 2021/1.4.1) 38 75 mm dia( 1.4.1.1 ) 39 90 mm dia ( 1.4.1.2 ) 40 110 mm dia ( 1.4.1.3 ) 41 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-6 (PHED 2021/1.5.1) 42 125mm dia ( 1.5.1.1 ) 43 140 mm dia ( 1.5.1.2 ) 44 160 mm dia ( 1.5.1.3 ) 45 200mm dia ( 1.5.1.5 ) 46 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 (PHED 2021/6.1.1) 47 80 mm HW (6.1.1.1 ) 48 125 mm HW (6.1.1.3 ) 49 100 mm HW (6.1.1.2 ) 50 150 mm HW (6.1.1.4 ) 51 200 mm HW (6.1.1.5 ) 52 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil.(PHED 2021/4.1 53 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED 2021/4.5) 54 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)(PHED 2021/4.9) 55 80mm Thick (4.9.2) 56 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 57 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (PHED 2021/4.7) 58 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) (PWD BSR 2019 / B-3/3.1.6) 59 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR 2019 /B-6.1.6) 60 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) (PWD BSR 2019 /B_12.2.2) 61 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : (PWD BSR 2019 /B-11/11.20) 62 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal (PWD/2019/S-3/3.35.4) 63 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)(PHED 2021/1.11.1 ) 64 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. (PHED 2021/1.22 ) 65 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. (1.22.1) 66 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. (PHED 2021 / 1.26) 67 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. (PHED 2021/1.23) 68 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. (PHED 2021/1.25) 69 Providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (PWD BSR 2019/ B41-9.8.1) 70 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: two or more coats on old work (PWD BSR 2019/ B73-12.48.1) 71 Lettering with black japan paint of approved brand andmanufacture (PWD BSR 2019/ B76-12.64) 72 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 (PHED2021/3.3.1) 73 150KL capacity ( 3.3.1.4 ) 74 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.(PHED 2021/5.5) 75 11.0 KW (15 HP)(5.5.6) 76 15.0 KW (20.0 HP)(5.5.7) 77 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core ( PHED 2021/2.20.4 ) 78 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 10.0 Sq.mm (PHED 2020/2.19.3) 79 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. (PHED 2021/ 7.2) 80 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) (PHED 2021/ 7.2.4) 81 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 100 mm dia (PHED 2021/3.6.4) 82 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c)OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.( PHED2021 /3.2 ) 83 400 KL capacityRCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M (3.2.15.6) 84 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. ( PHED2021/3.7 ) 85 100 mm (3.7.1) 86 150 mm (3.7.2) 87 200 mm (3.7.3) 88 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.( PHED 2021/11.3 ) 89 BFM 150 mm 90 BFM 200 mm 91 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.( PHED/2021/8.1 ) 92 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. ( PWD Alwar 2019 / B_9.31 ) 93 Providingandfixingcowcatcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with primingcoatofredoxide(asper design). ( PWD Alwar 2019 / B_9.9 ) 94 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.( PHED 2021/8.30 ) 95 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) ( PWD Alwar 2019 / B_5.2.1 ) 96 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil ( PWD2019/B1/1.6 ) 97 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia ( PWD2019/S4/4.24.1 ) 98 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1 ) 99 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. ( PWD2019/B-4 /4.9 ) 100 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4 /4.13.2 ) 101 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix ( PWD2019/B-4 /4.1 ) 102 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). ( PWD2019/S4/3.1.2 ) 103 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 104 Size 9 to 12 mm ( PWD2019/S4/4.28.1 ) 105 Size 3 to 5 mm( PWD2019/S4/4.28.2 ) 106 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.( PWD2019/S4/4.29 )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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18.
Drinking Water Supply and Sanitation #9168812 Technical Bid
Tender For Construction And Commissioning Of 4 No. Single Phase Tubewell With Reservoir Near Rehriya Dam Village Rehriya Gp Chandera Under Subdivision Bandikui District Dausa - 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 150 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 Nominal bore 150 mm dia. 5 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 6 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 7 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.150 mm Dia 8 Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 9 Above 2.0 KW 10 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 11 3 core 6.0 Sq.mm 12 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 13 100 Sq.mm, 4 core 14 Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect. 15 40 mm dia 16 Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. 17 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 18 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply 19 Up to 5.00 HP 20 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 21 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) 22 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 150 mm dia nominal bore of 4.80 mm thickness 23 Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 24 Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 25 50 KL capacity 26 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.80 mm dia 27 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.100 mm dia 28 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.150 mm dia 29 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0, 80 mm HW 30 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0, 100 mm HW 31 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0, 150 mm HW
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
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19.
Drinking Water Supply and Sanitation #9156918 Technical Bid
tender for Work for construction of 200mm dia tubewell, RCC Reservoirs, Pipeline, FHTC and other allied works at RWSS Bhoodiyabas-Barhdoli in JJM under PHED Sub Division Thanagaji Including Defect Liability Period in the jurisdiction of phed Rural Dn.2 NCR Alwar (Based on PHED BSR 2020) Sl. No. Item Description 1 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipein all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: 2800(Part I:1991 and IS:2800 part II :1979 as (both amended up to date ). The work will include lowering of housing pipe and strainer pipe assembly and casing shoe but incuding cost of casing shoe but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. 2 Nominal bore 200mm dia 3 Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 (a) Up to 150 Mtr. 5 (b) Above 150 Mtr. 6 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date ofsize 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)(a) 200 MMDia 7 Labourcharges for making slots on blank pipes made of ERW MS black pipe ISI marked of following size, the slotting should be as per IS: 8110-1985. (a) 200 MM dia nominal bore of 5.4 mm thickness 8 Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the topend of casing pipe with GI Nipple 45cm long & two GI flanges at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A25mm socket with end plug shall also be welded over top plate (as perdrawillg enclosed). A GI nipple having outside thread of size 1/2 (forinstallation pressure gauge) shall tie provided & welded with 80mm GInipple near top plate nipple shall be provided with end plug.(a) 200 MM Dia 9 Supply, installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283- 2013 (motor) or amended upto date of approved make of following duty condition with required accessories includig making connection suitable for tube well/ DCB. The job includes lowering of motor pumps, installation of complete fitting & accessories, jointing of electrical cables upto switch board, testing of submersible pump sets and interconnection up to water mains, complete in all respect.(a) 9.3 KW (12.5 HP) & Head above 120 Mtr. 10 Supply & fixing of ISI marked three core PVC flat submersible cable as per IS : 694:1990 ro amended upto date and conductor as per class 5 of IS 8130:1980 including making connection etc.(a) 3 core 4.00 Sq. MM 11 Providing & Lowering in tubewell ISI marked GI Pipe B class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25 x 3 mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(a) 50 MM Dia 12 (b) 80mm dia 13 Providing and layingof GI pipe of A (light) class IS:1239 part I 2004 or amended up to date for casing pipe for submercible cable exeternal/internal work 40 mm dia complete in all respect. 14 Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.(a) 4 core 16.00 Sq. MM 15 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.0 (80mm dia) 16 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually operated CI sluice valve of class PN-1.0 (80mm HW) 17 Plate Earthing as per IS: 3043 with G.I Earth plate of size 600mm X 600mm X 6.00mm by embodying 3 to 4mtr. below the ground level with 20mm Dia G.I B class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel and C.C finished chamber covered with hinged type with locking arrangement C.I Cover, C.I frame of SIze 300mm X 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 18 Providing, installing, testing and commissioning of double flanged bulkflow meter with removable mechanism, of class B conforming to ISO406411 or amended upto date of approved make including cost of all material and labour as per specifications with G I Box (sheet 16 SWG) suitable with locking arrangement of 65mm dia 19 Supply and Fixing ofelectric control feeder panel comprising ofsuitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy mete r (supplied by DI SCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each legs length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening ofsuitable size in front ofspace for energy mete r with glass for meter reading. T he o peration of panel should be suitable for on 440 Volt AC Supply(a) above 10 HP and Up to 15 HP 20 Providing &fixing of pump safety cage as per specification as directed by Engineer. 21 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. 22 in all type of soil 23 For HDPE pipeline dia up to 110mm 24 For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. 25 For dia of pipe above 150 mm and up to 350 mm nominal. 26 Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. 27 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 28 M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size). 29 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 30 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 31 (HDPE PE-80 PN-6) 32 75mm 33 90mm 34 110mm 35 (HDPE PE-80 PN-10) 36 90mm 37 110mm 38 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 39 (HDPE PE-80 PN-6) 40 125mm 41 160mm 42 (HDPE PE-80 PN-10) 43 125mm 44 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 45 80mm 46 100mm 47 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 80 mm HW 50 100 mm HW 51 125 mm HW 52 150 mm HW 53 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 54 60mm Thick 55 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 56 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 57 Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) ,valve (IS: 778) and specials with MDPE pipe PE80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumers property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.For detailed specifications of MDPE pipes please refer section Technical Specifications of bid document. General specifications of MDPE pipes shall be as under:• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.• The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar.• The pipes shall bear ISO marking. 58 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 59 Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 60 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). 61 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. 62 12.5HP 63 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 64 3 core 6.0 Sq.mm 65 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.25.0 Sq.mm, 3.5 core 66 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply. 67 Above 10 to 15 HP 68 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.(80mm dia) 69 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore 70 Construction of RCC Clear Water Reservoirsof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. 71 The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. 72 Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: 73 i) Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%ii) Forfoundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. iii) For foundation on SBC more than 18MT/sqm rates decreased by 5 % 74 Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. 75 Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II (Capacity 75KL) 76 Add 4% for seismic zone III 77 Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . 78 The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. 79 Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: 80 i) Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%ii) Forfoundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%.iii) For foundation on SBC more than 18MT/sqm rates decreased by 5 %iv) For foundation on SBC more than 10MT/sqm rates decreased by 5 %v) The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as belowvi) For staging 20 Mtr add 5%vii) For staging 22 Mtr add 7%viii) For staging above 22 Mtr add 2% per mtr over rate of 22 mtr staging ( only in exceptional condition where hydraulics does not permit)ix) For staging less than 18 Mtr decrease 2% per Mtr. 81 Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. 82 Rates for RCC OHSR, SBC 10T/sqm, seismic zone II 18mtr(Capacity 250KL) 83 Add 4% for seismic zone III 84 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 85 100 MM Dia 86 150 MM Dia 87 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 88 BFM 100MM 89 BFM 150MM 90 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 91 All kind of soil 92 Ordinary rock 93 Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centring and shuttering all work up to plinth level 94 1:4:8 aggregate 40mm nominal size 95 1:2:4 aggregate 20mm nominal size 96 Structural steel work in single section fixed without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primar all complete above plinth level upto 4.5 mtr height 97 Supply of coase sand 98 Providing and fixing gravels 99 6 mm nominal size crusher broken 100 20mm nominal size crusher broken 101 100mm hand broken 102 300mm hand broken 103 Plaster on New surface on wall in cement sand mortar 1:3 including raking of joints etc complete 104 Providing & fixing wire mesh 14 mesh x 24.0 gauze 105 Random rubble dry stone kharanja under floor 106 Providing & lowring of ISI mark unplastisized ployvinyl chloride (PVC-U) casing pipe as per IS:12818:2010 or amended upto date and technical specification for tubewell or DCB with threading winding with superior quality of plastic meh and rope in three layers with end cap complete. 107 150mm nominal bore 108 Stone masonary for foundation random rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall i cement sand mortar 1:6
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
20.
Drinking Water Supply and Sanitation #9133790 Technical Bid
supply installation testing commissioning Of Em Equipment At Newly Constructed Bps/ Ugr And Pump House At Patparganj Industrial Area. (Deposit Work Of Dsiidc). With 1 Year Om After One Month Trial Run-Supply of horizontal, split casing Pump, Discharge 270 M3/Hr. for Clear Water application, Clockwise rotation, Total head- 40 Mtr., Coupled with suitable 60 HP, Energy efficient, TEFC Induction Motor, 3 Phase,415 Volts +- 10 %, 50 Hz, 1475 rpm. mounted on a common fabricated MS base plate with coupling and coupling guard. Minimum pump efficiency at duty point 84 % Material of Construction. Casing: Cast Iron IS 210 Grade FG 260 Impeller: Bronze Shaft: Stainless Steel SS AISI 431 Casing Rings: Bronze Shaft Sleeve: Stainless Steel ASTM A 743 CA 15/ AISI 410 (Minimum hardness = 400 BHN). Make of pump KBL, M&P. Make of Motor: - Kirloskar, Crompton, ABB, Bharat Bijlee. 2 Supply of MS Pipes on suction side and Delivery side of size 200/150/125 mm dia for 02 Nos Pumping set which include, bell mouth tube, bends, puddle pipes, eccentric/concentric washer etc. Delivery pipes shall commence from delivery of individual pump to common header. This shall also include distance piece, common header from pump house up to 1 m outsidethe boundary of UGR Campus, bend and Tees etc. to complete job 3 Supplyof Heavy duty M S Special (Including Flange, reducer etc.) 4 Supply of C.I.D.F swing type non return valve 150 mm dia size as per IS 5312 (part 1&2), pressure PN 1.0 C I body, door/ bronze to rubber rings/ SS hinge pinconstruction. Make: Kirloskar / IVC 5 Supply ofCIDF ,NonrisingspindleSluicevalve size150 mm dia, manual,Pressure rating PN1.0 IS:14846,CI body/SS410 Shaft construction. Make Kirloskar / IVC 6 Supply of Nut bolts and washer of good quality sizes asrequired. 7 Supply of Neoprene rubber insertion sheet 50% synthetic. Make : Jyoti/National 8 Supply of electrical insulated mats of dielectric strength up to 65KV of size (1mX2mX3mm) confirming to IS 15652. Make: - Jyoti/National 9 Supply Co2 Type Fire Extinguisher capacity 4.5 Kgs completes in all respect. Make: - Life Guard/Impulse/ Ceasefire 10 Supply of safety items including fire bucket, safety instruction board, signboards/caution boards and other accessories related to safety of men and material at site. 11 Supply ofCIDF ,NonrisingspindleSluicevalve size200 mm dia, manual,Pressure rating PN1.0 IS:14846,CI body/SS410 Shaft construction. Make Kirloskar / IVC 12 Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required. 150 mm width X 50 mm depth X 1.6 mm thickness. DSR No. 4.1.2 13 Supply of oil immersed manually operated Auto transformer motor starter heavy duty double contact & strip wound overload coil with oil tank capacity -70 Ltr. Make :- Bentex/Capital 14 Dewatering Pump set: - Supply of Portable Submersible Pump Set for dewatering of muddy water containing sand, silt etc. of 2 HP capacity, 3 phase 415 volts, 50 Hz AC supply with head 10 Mtr, discharge 400 LPM. Make : SU/BS/MODY/LUBI 15 Supply of Star delta oil immersed motor starter up to 5HPMake: - Bentex/Capital 16 Supply of 80 mm non rising spindle sluice valve. Make : Kirloskar/IVC 17 Supply of 80 mm NRV. Make /Kirloskar/IVC 18 Supply of G.I. tail piece of 80 mm dia medium class 1 Mtr long complete with one end threaded and one end welded with flange. Make:- Jindal/Tata 19 Supply of G.I pipe 80 mm dia size, medium class with GI flange welded in both sides 3 Mtrs long with MS strips complete with threading work of both side. The flange should be 4 holes. Make: Jindal/Tata 20 Supply of Double Flanged G.I Bend of 80 mm dia. 21 Supply of PVC insulated and PVC round sheathed, copper conductor (Flexible) Industrial cable, 1100 V, conforming to IS:7098 of size 4 Sq. mm x 4 core. Make:-Gloster/Grandlay/Havells/Universal. 22 Internal and external wiring of pump house:-Wiring for light point/fan point/exhaust fan point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit with piano type switch, phenolic laminated sheet, suitable size M.S. box & earthing the point with 1.5 sq. mm. FR PVC insulated copper conductor single core cable etc. as reqd. DSR No. Group – C.1.8.3 23 Wiring for circuit / sub main wiring along with earth wire with the following. Sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required. 2 X 2.5 Sq. mm. + 1 X 2.5 Sq. mm. earth wire. DSR No.1.14.2 24 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. DSR No.1.12 25 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel MCB distribution board, 415 V, on surface/ recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator). 4 ways (4 + 12) Double Door. DSR No.2.4.1 26 Supplying & Fixing 5 amp. to 32 Amp. rating 240/415 V, volt miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required, Single Pole. DSR No.2.10.1 27 Supplying & Fixing 5 amp. to 32 Amp. rating 240/415 V, volt miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required, Single Pole & neutral. DSR No.2.10.2 28 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc. as required. DSR No.1.33 29 Supply of Powder coated Regal Batten type luminaries with electronic ballast of capacity 22 W, 1×22 W FTL HF type. Make -Havells/Bajaj/ Polycab 30 Supply of 1200 mm. Sweep Ceiling Fans. Make :- Orient / Havells / Crompton 31 Supply of 600 mm. air circulators Fans. Make :- Crompton/Almonard 32 Supply of 600 mm. Exhaust Fans.Make :- Orient / Havells / Crompton/Almonard 33 Supply of 2 X 10 Sq. mm. Aluminum Conductor Power Armoured Cable. Make :-Gloster/Grandlay/Havells/Universal. 34 Supply of 70W Led flood light. Make :-Bajaj/Havells/Crompton/Philips 35 Supply of APFC Panel of 125 KVAR capacity complete in all respect including all accessories. Make:- Havells/L&T/Khatau SOR 14.2.9. 36 Supply of LT panel board having sheet enclosure made out of 16 SWG sheet and 50 x 50 x6 mm angle iron and size as per site requirement with 02 feet long legs stand, totally enclosed, power coated free standing floor mounted type, dust & vermin proof, out ward opening lockable door having hidden hinges and bolted back cover both using non-deteriorating neoprene rubber gasket. The bus bar of the panel will be shaped out of high conductivity, electrolytic conductor and shall be liberal sized in aluminum. The control wiring of the panel will be done with PVC flexible wire of 1.5 mm2 each wire will be terminating a ferule crimped to the wire having the following components.: - MCCB 415V, 3phase 50Hz, 250Amp, 50 KA breaking capacity – 1 No. MCCB 415V, 3Phase 50Hz, 160Amp, 36KA breaking capacity-4 Nos.Make L&T/Siemens/ABB 37 Supply of Ultrasonic water level Indicator: - 1) Ultrasonic sensor: - Digital display through ultrasonic sensor, this ultrasonic sensor should be suitable for clear water tank, with the capability to observe the water depth in meter/feet as per the requirement up to 15-meter depth. This system should operate on 220v / 440v AC. Ultrasonic Sensors input power supply should be 24 VAC +10%, Type: 2/4 Wire, Dead Band 450mm for up to 18 meter, Beam Angle (a) : 12°/ 14°/ 5°, Applied Material: PP/PVDF/ABS/PC housing, Ingress Protection against short circuit, Process Temperature: - 10° C TO 60° C, Ambient Temperature: -10° C TO 55° C, Operating Pressure : Atmospheric, Accuracy : ‡(0.2% Of measured distance +0.05% of range), Resolution (depend on distance) : 1mm to 10mm, Output : Analog: 4-20mA, Top mounted. LCD Display, controller having 2 relay 4 outputs, contact rating 230V AC, 7 Amp., configurable as control outputs on separate set Points, with pre-defined logic with 7 segments LED, supported by 4 key tack-tile keyboards, Input will be 4-20 mA linear with resolution. Supply 230V AC 50Hz & output 24 VDC 120 mA. Supply of Enclosure and frame of SS to hang the sensor, all the accessories fitted should be in powder coated paint CRC sheet cabinet, Supply of 3 core shielded copper wire 1.5 sq. mm (as per site requirement). Make: SPINK/ SIEMENS/EIP/ L&T 38 Supply of 2 TON EOT Crane: - EOT crane hoist cap-2T/6 Mtrs Lift with power trolley including all accessories like girder, cable trolley etc. complete in all respect. Make: - REVA/Brady(Morris)/Globe/INDEF 39 Earthing of E&M Equipment: - Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7-metre-long etc. with charcoal/ coke and salt as required.DSR No. 5.3 40 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. DSR No.5.14 41 Supply of pressure gauge 0- 5 kg/cm2. Make:- Guru 42 SITC of electromagnetic flow meter at outlet and inlet of size 150 mm and 100 mm respectively (or as per site requirement). Make: SPINK/ SIEMENS/EIP/ L&T 43 Supply of LT Power Aluminum Cable, Solid Conductor, XLPE, insulated, PVC sheathed, armoured, 650/1100 V grade as per IS 7098(Part 1) 1988 size 3 core 95 mm2 for connection meter to panel. Make: - Havells/ Grandley/ Gloster/Universal 44 Supply of LT Power Aluminum Cable, Solid Conductor, XLPE, insulated, PVC sheathed, armoured, 650/1100 V grade as per IS 7098(Part 1) 1988 size 3.5 core 150 mm2 for connection meter to panel. Make: - Havells/ Grandley/ Gloster/Universal 45 Installation/erection testing, and commissioning of all equipments/ accessories with all sundry equipments, fittings, assemblies, accessories, hardware items, bolts, supports, termination lugs for electrical connections, cable glands, junction boxes, and other items for proper assembly and installation of the various equipment’s and components of the work shall be deemed to have been included. The work also includes necessary required items for completion of work i.e. flanges, MS bends, MS Paddle Pipe, eccentric tapers, rubber gaskets, foundation bolts, construction of thrust block, necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement, loading, unloading, cartage, making good all damages caused during installation and restoring the same to their original finish as required, adequate safety provision, barricading, warning signal and other safety measures while executing the work or wherever necessary so as to avoid accident. The components of the installation shall be of such design so as to satisfactory function under all conditions. Trial Run for a period of 01 month where the contractor shall run the equipment’s of BPS for a period of 01 month. 46 Deployment of staff for operation, watch and ward (one semi-skilled + One Beldar) in each shift including ESI and EPF charges (3.25 % + 13%) for a period of 1 year. *Note: -In case of E&M equipment’s, pipe, cable etc., sizes/ quantities/ numbers/ lengths/ diameter/ area/ thickness etc., are tentative and minimum. However, the contractor has to supply, install and commission all E&M equipment’s, pipe, cable etc. as per site requirements without any extra charges. The number of internal & external lighting fixtures and poles are however firm in quantities as specified and shown on drawings. This supersedes all other clauses mentioned elsewhere, if any. In case of any discrepancy, the same should be pointed out by the bidder during the evaluation of tender before opening the price bid otherwise it will be deemed to have been taken care of by the bidder and decision of CE(East) shall be final.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 6
Delhi View Result →
21.
Drinking Water Supply and Sanitation #9128337 Technical Bid
Tender For Work Of Augmentation Of Uwss Todaraisingh, District Tonk Including 5 Years O And M Under Cm Budget Announcement. - Water Supply Scheme for Augmentation of UWSS Todaraisingh, District Tonk including 05 Years O&M after 01 year Defect Liability Period under Modified Budget Announcement (2024-25) Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 250 mm 6 350 mm 7 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-100PN-6 8 90 mm dia 9 110 mm dia 10 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. HDPE PE-100PN-6 11 125 mm dia 12 140 mm dia 13 160 mm dia 14 Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethyleneincluding preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface. 15 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 16 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 17 MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) 18 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 19 25.0 Sq.mm, 3.5 core 20 35.0 Sq.mm, 3.5 core 21 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 22 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 23 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 22 M 24 200KL capacity 25 300KL capacity (2 nos) 26 Laying and Jointing PVC Pipe. Heading 27 Laying and Jointing PVC Pipe. Heading 28 Laying and Jointing PVC Pipe. Heading 29 500 KL capacity 30 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 31 100 mm 32 150 mm 33 200 mm 34 250 mm 35 350 mm 36 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 37 In All Typeof Soil 38 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 39 Ordinary rock 40 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 41 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 42 Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line. 43 Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor 4 pole synchronised speed of 1500 rpm ( water immersed, dry air filled, class F insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 44 75 KW 45 Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. 46 Discharge 20 to 30 LPS and head 71 to 80 M 47 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 48 50 mm 49 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 50 150 mm dia 51 200 mm dia 52 400 mm dia 53 Providing,lowering,aligning,fixinginpositioninpipelineatworksite,DID/F Resilientseated(softseated)SluiceValves(GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & diacompleteconfirmingtoBS-EN-1171/AWWAC-509andoffollowing specifications:Body & bonnet ofDuctile castiron ofgrade GGG40/GGG50as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2 1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to facedimensionsasperBS5163-89/IS14846/2000(amendeduptodate)/Din 3202F4,Stem/spindleofSSAISI316/410Electrostaticepoxypowder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thicknessof250micronsinsideandoutside,DrilledasperIS1538.Nut-Bolt confirmingtoIS:1363andIS:1367 (Galvanisedsteel)Insertionrubberofblack EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves includingall jointing& jointingmaterial, labour,testingandcommissioningalong withpipelineasperTechnicalSpecificationsandasperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 54 100 mm dia 55 125 mm dia 56 150 mm dia 57 200 mm dia 58 250 mm dia 59 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 60 100 mm dia 61 150 mm dia 62 200 mm dia 63 250 mm dia 64 350 mm dia 65 200 mm dia 66 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR O ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel)Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 67 150 mm dia 68 Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 69 150mm dia 70 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 71 100 mm dia. 72 125 mm dia. 73 150 mm dia. 74 200 mm dia. 75 250 mm dia. 76 350 mm dia. 77 400 mm dia. 78 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint(FabricatedSteel) asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. 79 100 mm dia. 80 150 mm dia. 81 200 mm dia. 82 250 mm dia. 83 Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. 84 Type I ( 72.3 Sqm) 85 Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 86 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 87 Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects including all material, labour. 88 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. For in-campus Valve Chambers 89 Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 90 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 91 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 92 For Class-AA loading 93 Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm 94 For in-campus Valve Chambers 95 Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm 96 Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. For Class-A loading 97 Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm 98 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge. 99 Air valve pillarfor airvalves size of 80mmdia 100 SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. 101 Measuring range 0.0 to 6.0 mtr 102 SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 103 EFM100 mm 104 EFM 150 mm 105 Design, construction,testing and commissioning ofRapid Gravity Filter Treatment Plant including all relevant civil, electrical , mechanical ,instrumentation, automization and SCADA works, chemical building and stores along with ancillary civil works as defined in scope of work, technical specification and provisions of CPHEEO manuals for the following capacity . 106 Cost of 200 KLH 107 Add per KLH above 200 KLH and upto 500 KLH 108 Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer 109 Rubble stone masonry in cement mortar. 110 Steel work in all type sections up to a height of 5 metre above plinth level (Riveted work where rivet are required to be cut shall be measured and paid separately) 111 Excluding dismembering 112 Extra for cutting rivets in built up steel sections. 113 SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus. 114 37 KW 115 75KW 116 Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI 46 No.DO 42 No. AI 10 No. AO 4 No. MCB 16A DP 2 No. MCB 6A DP 6 No.SMPS 100-240VAC/ 4.5A / 24 VDC 1 No. Selector Switch (Auto/Manual) & Local / Remote 2 No. Control Relays 1 Lot Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with 1 No. Electronic Hooter 1 No. Control Transformer 200VA 1 No.Emergency STOP Push Button 1 No. Panel Cooling Fan & Filter 2 No.Panel Light with Door Switch, 7W 1 No.Control Indication Lamp for 24VDC, 220VAC 3 No.Push Button 3 No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc 1 Lot Panel Hardware, lugs, terminations, ferruls, name plate Ect. 1 Lot UTILITY SOCKET 16A, 3 PIN 2 No.HMI Display 10 Inch, Colour 1 No. Isolators Dual Output, 24VDC 1 Lot 117 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency) as per Scope of Work & terms & conditions of contract for 5 years after defect liability period of one year DLP (except power feeder, IEC & miscellaneous provision) for Water Supply project. 118 1st year 119 2nd year 120 3rd year 121 4th year 122 5th year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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22.
Drinking Water Supply and Sanitation #9115327 Technical Bid
Tender For Work Of Augmentation For Piped Rural Water Supply Scheme Of Village Aligarh Tehsil Aligarh District Tonk - 1 WORK OF AUGMENTATION PROPOSAL FOR PIPED RURAL WATER SUPPLY SCHEME ALIGARH TEHSIL ALIGARH DISTRICT TONK 2 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 3 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 4 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 5 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 6 200 KL capacity 7 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 8 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 9 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 10 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 11 150 KL capacity 12 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 13 100 mm 14 150 mm 15 200 mm 16 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 17 100 mm HW 18 150 mm HW 19 200 mm HW 20 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 21 100 mm dia. 22 150 mm dia. 23 200 mm dia. 24 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 25 50 mm 26 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 27 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 28 BFM200 mm 29 Safe demolition of old and damaged RCC Overhead Service Reservoir of capacity 150 KL & 18 m. staging including deposition of the dismantled inlet, outlet, overflow, washout pipes, bends, steel railing and other MS material at our PHED,& disposal of unserviceable material within lead as directed by Engineer in charge. Dismantled RCC debris with reinforcement steel should be carried out with contractor. 30 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 31 1: 3: 6 or richer mix. 32 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metreslead as per direction of Engineer-in-charge. 33 Demolishing brickwork manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge 34 In cement mortar 35 Dismantling steel work manually/ bymechanical means in built up sections without dismembering and stacking within 50metres lead as perdirection of Engineer-in-charge. 36 Channels, angles, tees & flats. 37 Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mmat spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer 38 Dismantling doors, windows and clear story windows steel or wood shutter including chowkhat sand hold fasts etc. complete and stacking within 50 meters lead: 39 Of area exceeding 3 square meter. 40 Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 41 Loading and unloading of stone boulder / stone aggregates / sand / canker / moorum by mechanical means. 42 Carriage of Materials by mechanical transport including loading, unloading and stacking 43 Stone, boulders, gravelly material (5 Km lead) 44 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 45 For in-campus Valve Chambers 46 Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm 47 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 48 Centrifugal Monoblock Pump set (Single Stage) 49 11.0 KW (15 HP) 50 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. 51 0.75 KW (1.0 HP) 52 STAR DELTA STARTER 9.3 KW (12.5 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 53 STAR DELTA STARTER 11.0 KW (15.0 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 54 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 55 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 56 150 mm dia 57 200 mm dia 58 250 mm dia 59 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 60 150 mm dia. 61 200 mm dia. 62 250 mm dia. 63 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 64 A/S Tee , Bend, Reducer (All End Socketed) 65 Upto 300 mm Diameter 66 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 67 Class PN 1.6, Manually Operated with Gear 68 150 mm dia 69 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 70 Class PN 1.6 71 150 mm dia 72 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 73 Class PN 1.6 74 50 mm dia 75 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 76 BFM 150 mm 77 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 78 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 79 150 mm 80 Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 81 Outer dia of pipe 219.1 mm and thickness 82 4.5 mm 83 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 84 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 85 Ordinary rock 86 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 87 Manually Operated CI Sluice valve of Class PN-1.0 88 100 mm HW 89 150 mm HW 90 200 mm HW 91 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 92 100 mm dia. 93 150 mm dia. 94 200 mm dia. 95 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 96 Class PN 1.6 97 50 mm dia 98 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 99 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 100 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 101 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 102 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 103 For in-campus Valve Chambers 104 Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm 105 Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm 106 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 107 HDPE PE-80PN-6 108 75 mm dia 109 90 mm dia 110 110 mm dia 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-6 113 125 mm dia 114 140 mm dia 115 160 mm dia 116 200 mm dia 117 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 118 150 mm 119 200 mm 120 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 121 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 122 Ordinary rock 123 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 124 Manually Operated CI Sluice valve of Class PN-1.0 125 At Pipe line 126 80 mm HW 127 100 mm HW 128 125 mm HW 129 150 mm HW 130 200 mm HW 131 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body, Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444, FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS, Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 132 25 mm S-1 Type 133 40 mm S-1 Type 134 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab, including cost of steel reinforcement, form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 135 For in-campus Valve Chambers 136 Sluice valve chamber of size1.13m x0.85m x1.225m for pipe size-upto100mm 137 Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm 138 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 139 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 140 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 141 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 142 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 143 80 mm thick 144 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 145 80 mm dia 146 100 mm dia. 147 125 mm dia. 148 150 mm dia. 149 200 mm dia. 150 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 151 Rate for length up to 2.5 km 152 Add extra for length more than 2.5 km 153 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 154 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 155 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 10 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 156 1st Year 157 2nd Year 158 3rd Year 159 4th Year 160 5th Year 161 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. 162 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 163 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 164 P & F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 165 Roadcuttingforhouseholdserviceconnectioninminimumtrench widthwhereverroadcrossingisrequired.Roadcuttingofcement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 166 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Rajasthan View Result →
23.
Drinking Water Supply and Sanitation #9115317 Technical Bid
Tender For Work for construction of 200mm dia tubewell, RCC Reservoirs, Pipeline, FHTC and other allied works at RWSS Malutanain JJM under PHED Sub Division Thanagaji Including Defect Liability Period in the jurisdiction of phed Rural Dn.2 NCR Alwar Sl. No. Item Description 1 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipein all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: 2800(Part I:1991 and IS:2800 part II :1979 as (both amended up to date ). The work will include lowering of housing pipe and strainer pipe assembly and casing shoe but incuding cost of casing shoe but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. 2 Nominal bore 200mm dia 3 Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 (a) Up to 150 Mtr. 5 (b) Above 150 Mtr. 6 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date ofsize 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)(a) 200 MMDia 7 Labourcharges for making slots on blank pipes made of ERW MS black pipe ISI marked of following size, the slotting should be as per IS: 8110-1985. (a) 200 MM dia nominal bore of 5.4 mm thickness 8 Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the topend of casing pipe with GI Nipple 45cm long & two GI flanges at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A25mm socket with end plug shall also be welded over top plate (as perdrawillg enclosed). A GI nipple having outside thread of size 1/2 (forinstallation pressure gauge) shall tie provided & welded with 80mm GInipple near top plate nipple shall be provided with end plug.(a) 200 MM Dia 9 Supply, installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283- 2013 (motor) or amended upto date of approved make of following duty condition with required accessories includig making connection suitable for tube well/ DCB. The job includes lowering of motor pumps, installation of complete fitting & accessories, jointing of electrical cables upto switch board, testing of submersible pump sets and interconnection up to water mains, complete in all respect.(a) 9.3 KW (12.5 HP) & Head above 120 Mtr. 10 Supply & fixing of ISI marked three core PVC flat submersible cable as per IS : 694:1990 ro amended upto date and conductor as per class 5 of IS 8130:1980 including making connection etc.(a) 3 core 4.00 Sq. MM 11 Providing & Lowering in tubewell ISI marked GI Pipe B class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25 x 3 mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(a) 50 MM Dia 12 (b) 80mm dia 13 Providing and layingof GI pipe of A (light) class IS:1239 part I 2004 or amended up to date for casing pipe for submercible cable exeternal/internal work 40 mm dia complete in all respect. 14 Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.(a) 4 core 16.00 Sq. MM 15 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.0 (80mm dia) 16 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually operated CI sluice valve of class PN-1.0 (80mm HW) 17 Plate Earthing as per IS: 3043 with G.I Earth plate of size 600mm X 600mm X 6.00mm by embodying 3 to 4mtr. below the ground level with 20mm Dia G.I B class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel and C.C finished chamber covered with hinged type with locking arrangement C.I Cover, C.I frame of SIze 300mm X 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 18 Providing, installing, testing and commissioning of double flanged bulkflow meter with removable mechanism, of class B conforming to ISO406411 or amended upto date of approved make including cost of all material and labour as per specifications with G I Box (sheet 16 SWG) suitable with locking arrangement of 65mm dia 19 Supply and Fixing ofelectric control feeder panel comprising ofsuitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy mete r (supplied by DI SCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each legs length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening ofsuitable size in front ofspace for energy mete r with glass for meter reading. T he o peration of panel should be suitable for on 440 Volt AC Supply(a) above 10 HP and Up to 15 HP 20 Providing &fixing of pump safety cage as per specification as directed by Engineer. 21 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. 22 in all type of soil 23 For HDPE pipeline dia up to 110mm 24 For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. 25 Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. 26 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 27 M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size). 28 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 29 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 30 (HDPE PE-80 PN-6) 31 75mm 32 90mm 33 110mm 34 (HDPE PE-80 PN-10) 35 90mm 36 110mm 37 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 38 (HDPE PE-80 PN-6) 39 125mm 40 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 41 80mm 42 100mm 43 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 44 Manually Operated CI Sluice valve of Class PN-1.0 45 80 mm HW 46 100 mm HW 47 125 mm HW 48 150 mm HW 49 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 50 60mm Thick 51 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 52 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 53 Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) ,valve (IS: 778) and specials with MDPE pipe PE80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumers property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.For detailed specifications of MDPE pipes please refer section Technical Specifications of bid document. General specifications of MDPE pipes shall be as under:• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.• The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar.• The pipes shall bear ISO marking. 54 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 55 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. 56 10HP 57 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 58 3 core 6.0 Sq.mm 59 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.25.0 Sq.mm, 3.5 core 60 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply. 61 5 to 10 HP 62 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.(80mm dia) 63 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore 64 Construction of RCC Clear Water Reservoirsof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. 65 The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. 66 Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: 67 i) Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%ii) Forfoundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. iii) For foundation on SBC more than 18MT/sqm rates decreased by 5 % 68 Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. 69 Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II (Capacity 50KL) 70 Add 4% for seismic zone III 71 Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . 72 The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. 73 Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: 74 i) Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%ii) Forfoundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%.iii) For foundation on SBC more than 18MT/sqm rates decreased by 5 %iv) For foundation on SBC more than 10MT/sqm rates decreased by 5 %v) The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as belowvi) For staging 20 Mtr add 5%vii) For staging 22 Mtr add 7%viii) For staging above 22 Mtr add 2% per mtr over rate of 22 mtr staging ( only in exceptional condition where hydraulics does not permit)ix) For staging less than 18 Mtr decrease 2% per Mtr. 75 Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. 76 Rates for RCC OHSR, SBC 10T/sqm, seismic zone II 18mtr(Capacity 200KL) 77 Add 4% for seismic zone III 78 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 79 100 MM Dia 80 150 MM Dia 81 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 82 BFM 100MM 83 BFM 150MM 84 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 85 All kind of soil 86 Ordinary rock 87 Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centring and shuttering all work up to plinth level 88 1:4:8 aggregate 40mm nominal size 89 1:2:4 aggregate 20mm nominal size 90 Structural steel work in single section fixed without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primar all complete above plinth level upto 4.5 mtr height 91 Supply of coase sand 92 Providing and fixing gravels 93 6 mm nominal size crusher broken 94 20mm nominal size crusher broken 95 100mm hand broken 96 300mm hand broken 97 Plaster on New surface on wall in cement sand mortar 1:3 including raking of joints etc complete 98 Providing & fixing wire mesh 14 mesh x 24.0 gauze 99 Random rubble dry stone kharanja under floor 100 Providing & lowring of ISI mark unplastisized ployvinyl chloride (PVC-U) casing pipe as per IS:12818:2010 or amended upto date and technical specification for tubewell or DCB with threading winding with superior quality of plastic meh and rope in three layers with end cap complete. 101 150mm nominal bore 102 Stone masonary for foundation random rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall i cement sand mortar 1:6
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
24.
Drinking Water Supply and Sanitation #9107349 Technical Bid
Tender For Balance Work Jjm Scheme Gurgachka Ps Kotkasim ( On Risk And Cost) Balance Work Jjm Scheme Gurgachka Ps Kotkasim (On Risk And Cost) - Balance work for the Work of construction of Sources, rising main pipelines, ESR’s, CWR internal village distribution pipeline and FHTC including one-year Defect Liability period of Village Gurgachka (on Risk & Cost) under JJM Subdivision of Kotkasim jurisdiction of PHED Division Bhiwadi (NCR) Sl. No. Item Description 1 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star (if not available then three/ four star whichever higher rating available) rating by BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.PHED2021/2.15 2 9.3KW (12.5 HP) & head above 120 mtr.PHED2021/2.15.6 3 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. PHED2021/2.19 4 3 core 6.0 Sq.mmPHED2021/2.19.2 5 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.PHED2021/2.24 6 50 mm dia PHED2021/2.24.2 7 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect.PHED2021/2.13 8 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.PHED2021/2.32 9 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59)RUIDP2017/19.59 10 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve RUIDP2017/19.59.1 11 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size)PWD BSR2019/B-3/3.1.6 12 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).PWD BSR2019/B-6/1.6 13 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick)PWD BSR2019/B-12/2.2 14 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects :PWD BSR2019/B-11/11.2 15 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double sealPWD BSR2019/S-3/3.35.4 16 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)PHED2021/1.11.1 17 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately.PHED2021/1.22 18 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.PHED2021/1.22.1 19 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.PHED2021/1.23 20 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..PHED2021/1.25 21 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottomPHED2021/3.3 22 50 KL capacityPHED2021/3.3.1.1 23 Balance Work of CWRPHED2021/3.3.1.1 24 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the lastPHED2021/3.2 25 100 KL capacity RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 MPHED2021/3.2.6.1 26 Balance Work Of OHSR HPHED2021/ 27 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurementPHED2021/8.1 28 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm, in ground embedded in cement concrete 1:3:6 (30x30x45cm) comer & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. (PWD Alwar 2019/ B 9.31) 29 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). (PWD Alwar 2019/B_99) 30 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. (PHED 2021/8.30) 31 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) (PWD Alwar 2019/B_5.2.1) 32 E/W in excavation by mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil ( PWD2019/B1/1.6) 33 Construction of Recharge Shaft in filter pit including Earth work Excavation, lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia (PWD2019/S4/4.24.1) 34 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1) 35 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft bases of columns etc. (PWD2019/B-4/4.9 36 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4/4.13.2) 37 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix (PWD2019/B-4/4.1) 38 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).(PWD2019/S4/3.1.2) 39 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 40 Size 9 to 12 mm (PWD2019/S4/4.28.1) 41 Size 3 to 5 mm (PWD2019/S4/4.28.2) 42 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. PWD2019/S4/4.29)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
25.
Drinking Water Supply and Sanitation #9107343 Technical Bid
Tender For Balance Work Jjm Scheme Aakoli Under Ps Kotkasim (On Risk And Cost) - Balance Work of construction of Sources, rising main pipelines, internal village distribution pipeline and FHTC including one year Defect Liability period of Village Akoli under Panchayat Samiti Kotkasim under JJM in the jurisdiction of PHED Division Bhiwadi ( NCR ) On Risk & Cost Sl. No. Item Description 1 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star (if not available then three/ four star whichever higher rating available) rating by BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect( PHED 2021/2.15 ) 2 9.3KW (12.5 HP) & head above 120 mtr.(PHED 2021/2.15.6) 3 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. (PHED 2021/2.19) 4 3 core 6.0 Sq.mm(PHED 2021/2.19.2) 5 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core(PHED 2021/2.20.2) 6 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(PHED 2021/2.24) 7 50 mm dia (PHED 2021/2.24.2) 8 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.(PHED 2021/2.32) 9 Providing & Fixing GI Pipe “B class as per IS:1239 or amended up to date for extrnal work. complete in all respect. 80mm dia (RUIDP2017/34.12.8) 10 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) 11 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve(RUIDP 2017/19.59.1) 12 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 13 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.(PHED 2021/4.7) 14 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size)(PWD BSR 2019/B-3/3.1.6) 15 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).(PWD BSR 2019/B-6.1.6) 16 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick)(PWD BSR 2019/B_12.2.2) 17 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects :(PWD BSR 2019/B-11/11.20) 18 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal(PWD/2019/S-3/3.35.4) 19 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.(PHED 2021/4.11) 20 300 mm Dia 8 mm thick casing pipe. (PHED 2021/4.11.1) 21 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 22 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately.(PHED 2021/1.22) 23 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.(PHED 2021/1.22.1) 24 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.(PHED 2021/1.23) 25 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.(PHED 2021/1.25) 26 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom.(PHED 2021/3.3.1) 27 50 KL capacity(PHED 2021/3.3.1.1) 28 10% on installation of all equipments, completion of all piping work, plinth protection work, interconnections and other ancillary works 29 10 % on successful commissioning of the system including FHTC. 30 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last(PHED 2021/3.2.6) 31 100 KL capacity RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M(PHED 2021/3.2.6.1) 32 10 % on successful commissioning of the system including FHTC. 33 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement(PHED 2021/8.1) 34 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete(PWD ALWAR 2019/B 9.31) 35 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).(PWD ALWAR 2019/B_9.9) 36 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints(PHED 2021/8.3) 37 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) (PWD ALWAR 2019/B_5.2.1) 38 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil (PWD 2019/B1/1.6) 39 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia(PWD 2019/S4/4.24.1) 40 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia(PWD 2019/S4/4.25.1) 41 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.(PWD 2019/B-4/4.9) 42 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) (PWD 2019/B-4/4.13.2) 43 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix(PWD 2019/B-4/4.1) 44 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).(PWD 2019/S4/3.1.2) 45 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids() 46 Size 9 to 12 mm(PWD 2019/S4/4.28.1) 47 Size 3 to 5 mm(PWD 2019/S4/4.28.2) 48 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. (PWD 2019/S4/4.29)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
26.
Drinking Water Supply and Sanitation #9107335 Technical Bid
Tender For Balance Work Jjm Scheme Pahadawas Ps Kotkasim (On Risk And Cost) - Balance Work of construction of Sources, rising main pipelines, internal village distribution pipeline and FHTC including one year Defect Liability period of Village Pahadwas under Panchayat Samiti Kotkasim under JJM in the jurisdiction of PHED Division Bhiwadi ( NCR ) On Risk & Cost Sl. No. Item Description 1 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star (if not available then three/ four star whichever higher rating available) rating by BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.(PHED 2021/2.15) 2 9.3KW (12.5 HP) & head above 120 mtr.(2.15.6) 3 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. (PHED 2021/2.19) 4 3 core 6.0 Sq.mm (PHED 2021/2.19.2) 5 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core (PHED2021/2.20.2) 6 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.. (PHED 2021/2.24) 7 50 mm dia . (PHED 2021/2.24.2) 8 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. (PHED2021/2.13) 9 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.(PHED 2021/2.32) 10 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.80 mm dia(PHED 2021/ 2.26.3) 11 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. (PHED 2021/2.21) 12 Providing & Fixing GI Pipe “B class as per IS:1239 or amended up to date for extrnal work. complete in all respect. 80mm dia(RUIDP2017/34.12.8) 13 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10(PHED 2021/1.4.3) 14 90mm dia (PHED 2021/1.4.3.1) 15 20% of the quoted price on prorata progress, after excavation, laying & jointing, refilling and sectional testing of pipes in trench with specials, 16 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 17 110 mm (PHED 2021/1.4.3.2) 18 20% of the quoted price on prorata progress, after excavation, laying & jointing, refilling and sectional testing of pipes in trench with specials, 19 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 20 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) 21 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve (RUIDP 2017/19.59.1) 22 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve (RUIDP 2017/19.59.2) 23 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. M. HDPE PE-80PN-06(PHED 2021/1.4.1) 24 75 mm dia(PHED 2021/1.4.1.1) 25 20% of the quoted price on prorata progress, after excavation, laying & jointing, refilling and sectional testing of pipes in trench with specials, 26 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 27 90 mm dia(PHED 2021/1.4.1.2) 28 20% of the quoted price on prorata progress, after excavation, laying & jointing, refilling and sectional testing of pipes in trench with specials, 29 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 30 110 MM DIA(PHED 2021/1.4.1.3) 31 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 32 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE80 PN-10 (PHED 2021/1.5.1) 33 125 mm DIA (PHED 2021/1.5.1.1) 34 20% of the quoted price on prorata progress, after excavation, laying & jointing, refilling and sectional testing of pipes in trench with specials, 35 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 36 160 mm DIA (PHED 2021/1.5.1.2) 37 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 38 180 mm DIA (PHED 2021/1.5.1.3) 39 10% of the quoted price after completes commissioning of project after verification and certification by EIC/VWSC 40 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil(PHED 2021/4.1 41 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.(PHED 2021/4.5) 42 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm). (PHED 2021/4.9) 43 80mm Thick (PHED 2021/4.9.2) 44 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 45 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.(PHED 2021/4.7) 46 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size)(PWD BSR 2019 / B-3/3.1.6) 47 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).. (PWDBSR 2019 /B-6.1.6) 48 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick)(PWD BSR 2019 /B_12.2.2) 49 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects :(PWD BSR 2019 /B-11/11.20) 50 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal (PWD/2019/S3/3.35.4) 51 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.(PHED 2021/4.11 52 300 mm Dia 8 mm thick casing pipe. (PHED 2021/4.11 53 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)(PHED 2021/1.11.1 ) 54 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately.(PHED2021/1.22 ) 55 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.(PHED2021/1.22.1 ) 56 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 57 Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. ((PHED 2021 / 1.26) 58 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.(PHED2021/1.23) 59 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. (PHED2021/1.25) 60 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom PHED2021/3.3 61 50 KL capacity (PHED2021/ 3.3.1.1 ) 62 Balance Work Of CWR 63 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the lastPHED2021/3.2.6 64 150 KL capacity RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M (PHED2021/3.2.6.2) 65 Balance Work Of OHSR 66 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurementPHED2021/8.1 67 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm, in ground embedded in cement concrete 1:3:6 (30x30x45cm) comer & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. (PWD Alwar 2019/ B 9.31) 68 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). (PWD Alwar 2019/B_99) 69 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. (PHED 2021/8.30) 70 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) (PWD Alwar 2019/B_5.2.1) 71 E/W in excavation by mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil ( PWD2019/B1/1.6) 72 Construction of Recharge Shaft in filter pit including Earth work Excavation, lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia (PWD2019/S4/4.24.1) 73 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1) 74 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.( PWD2019/B-4 /4.9 ) 75 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) (PWD2019/B-4 /4.13.2 ) 76 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix( PWD2019/B-4 /4.1 ) 77 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). ( PWD2019/S4/3.1.2 ) 78 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 79 Size 9 to 12 mm ( PWD2019/S4/4.28.1 ) 80 Size 3 to 5 mm ( PWD2019/S4/4.28.2 ) 81 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. (PWD2019/S4/4.29 )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
27.
Drinking Water Supply and Sanitation #9107327 Technical Bid
Tender For Balance Work Jjm Scheme Khedi Ps Kotkasim (On Risk And Cost) -- Balance Work of construction of Sources, rising main pipelines, internal village distribution pipeline and FHTC including one year Defect Liability period of Village Kheri under Panchayat Samiti Kotkasim under JJM in the jurisdiction of PHED Division Bhiwadi ( NCR ) On Risk & Cost Sl. No. Item Description 1 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 200 mm. dia.(PHED 2021/2.23.3) 2 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. (PHED 2021/2.15) 3 9.3KW (12.5 HP) & head above 120 mtr. (2.15.6) 4 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.(PHED 2021/2.19) 5 3 core 6.0 Sq.mm (2.19.2) 6 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core.(PHED 2021/2.20.2) 7 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (PHED 2021/2.24) 8 50 mm dia (2.24.2) 9 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. (PHED 2021/2.13) 10 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes80mm Dia (PHED 2021/2.30.2) 11 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. (PHED 2021/2.32) 12 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of 80 mm dia (PHED 2021/ 2.26.3) 13 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.. (PHED 2021/ 2.18) 14 above 10.0 HP and up to 15.0 HP (2.18.2) 15 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.(PHED 2021/2.21) 16 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (PHED 2021/2.27) 17 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore (RUIDP2017/34.12.8) 18 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10 (PHED 2021/1.4.3) 19 90 mm dia(1.4.3.1) 20 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) 21 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve ( 19.59.1 ) 22 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-6 (PHED 2021/1.4.1) 23 75 mm dia( 1.4.1.1 ) 24 90 mm dia ( 1.4.1.2 ) 25 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-10 (PHED 2021/1.5.1) 26 125mm dia ( 1.5.1.1 ) 27 140 mm dia ( 1.5.1.2 ) 28 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 (PHED 2021/6.1.1) 29 80 mm HW (6.1.1.1 ) 30 100 mm HW (6.1.1.2 ) 31 125 mm HW (6.1.1.3 ) 32 150 mm HW(6.1.1.4) 33 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil.(PHED 2021/4.1 34 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED 2021/4.5) 35 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)(PHED 2021/4.9) 36 80mm Thick (4.9.2) 37 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 38 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (PHED 2021/4.7) 39 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) (PWD BSR 2019 / B-3/3.1.6) 40 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR 2019 /B-6.1.6) 41 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) (PWD BSR 2019 /B_12.2.2) 42 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : (PWD BSR 2019 /B-11/11.20) 43 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal (PWD/2019/S-3/3.35.4) 44 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. (PHED 2021/4.11 ) 45 300 mm Dia 8 mm thick casing pipe. (4.11.1) 46 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)(PHED 2021/1.11.1 ) 47 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. (PHED 2021/1.22 ) 48 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. (1.22.1) 49 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. (PHED 2021 / 1.26) 50 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. (PHED 2021/1.23) 51 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. (PHED 2021/1.25) 52 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 (PHED2021/3.3.1) 53 100 KL capacity ( 3.3.1.3 ) 54 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. ( PHED2021/3.7 ) 55 100 mm (3.7.1) 56 150 mm (3.7.2) 57 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.(PHED 2021/5.5) 58 15.0 KW (20.0 HP)(5.5.7) 59 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core ( PHED 2021/2.20.4 ) 60 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 10.0 Sq.mm (PHED 2020/2.19.3) 61 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. (PHED 2021/ 7.2) 62 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) (PHED 2021/ 7.2.4) 63 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 100 mm dia (PHED 2021/3.6.4) 64 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.( PHED/2021/8.1 ) 65 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. ( PWD Alwar 2019 / B_9.31 ) 66 Providingandfixingcowcatcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with primingcoatofredoxide(asper design). ( PWD Alwar 2019 / B_9.9 ) 67 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.( PHED 2021/8.30 ) 68 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) ( PWD Alwar 2019 / B_5.2.1 ) 69 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil ( PWD2019/B1/1.6 ) 70 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia ( PWD2019/S4/4.24.1 ) 71 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1 ) 72 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. ( PWD2019/B-4 /4.9 ) 73 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4 /4.13.2 ) 74 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix ( PWD2019/B-4 /4.1 ) 75 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). ( PWD2019/S4/3.1.2 ) 76 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 77 Size 9 to 12 mm ( PWD2019/S4/4.28.1 ) 78 Size 3 to 5 mm( PWD2019/S4/4.28.2 ) 79 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.( PWD2019/S4/4.29 )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
28.
Drinking Water Supply and Sanitation #9107320 Technical Bid
Tender For Balance Work Jjm Scheme Lalpur Ps Kotkasim (On Risk And Cost) - Balance Work of construction of Sources, rising main pipelines, internal village distribution pipeline and FHTC including one year Defect Liability period of Village Lalpur under Panchayat Samiti Kotkasim under JJM in the jurisdiction of PHED Division Bhiwadi ( NCR ) On Risk & Cost Sl. No. Item Description 1 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star (if not available then three/ four star whichever higher rating available) rating by BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect( PHED 2021/2.15 ) 2 9.3KW (12.5 HP) & head above 120 mtr.(PHED 2021/2.15.6) 3 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. (PHED 2021/2.19) 4 3 core 6.0 Sq.mm(PHED 2021/2.19.2) 5 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core(PHED 2021/2.20.2) 6 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(PHED 2021/2.24) 7 50 mm dia (PHED 2021/2.24.2) 8 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect.(PHED 2021/2.13) 9 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.(PHED 2021/2.32) 10 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. (PHED 2021/2.21) 11 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.(PHED 2021/2.27) 12 Providing & Fixing GI Pipe “B class as per IS:1239 or amended up to date for extrnal work. complete in all respect. 80mm dia (RUIDP2017/34.12.8) 13 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10(PHED 2021/1.4.3) 14 90mm dia(PHED 2021/1.4.3.1) 15 110 mmdia(PHED 2021/1.4.3.2) 16 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) 17 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve(RUIDP 2017/19.59.1) 18 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. M. HDPE PE-80PN-06 (PHED 2021/1.4.1) 19 75 mm dia (PHED 2021/1.4.1.1) 20 90 mm dia (PHED 2021/1.4.1.2) 21 110 mm dia (PHED 2021/1.4.1.3) 22 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE80 PN-10(PHED 2021/1.5.1) 23 125 mm dia(PHED 2021/1.5.1.1) 24 160 mm dia(PHED 2021/1.5.1.3) 25 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil(PHED 2021/4.1) 26 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.(PHED 2021/4.5) 27 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm). (PHED 2021/4.9) 28 80mm Thick (PHED 2021/4.9.2) 29 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 30 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.(PHED 2021/4.7) 31 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size)(PWD BSR 2019/B-3/3.1.6) 32 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).(PWD BSR 2019/B-6.1.6) 33 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick)(PWD BSR 2019/B_12.2.2) 34 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects :(PWD BSR 2019/B-11/11.20) 35 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal(PWD/2019/S-3/3.35.4) 36 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.(PHED 2021/4.11) 37 300 mm Dia 8 mm thick casing pipe. (PHED 2021/4.11.1) 38 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) (PHED 2021/1.11.1) 39 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately.(PHED 2021/1.22) 40 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.(PHED 2021/1.22.1) 41 Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.(PHED 2021/1.26) 42 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.(PHED 2021/1.23) 43 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.(PHED 2021/1.25) 44 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom.(PHED 2021/3.3.1) 45 50 KL capacity(PHED 2021/3.3.1.1) 46 Balance work of 50 KL CWR 47 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last(PHED 2021/3.2.6) 48 100 KL capacity RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M(PHED 2021/3.2.6.1) 49 Balance work of 100 KL OHSR 50 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement(PHED 2021/8.1) 51 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete(PWD ALWAR 2019/B 9.31) 52 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).(PWD ALWAR 2019/B_9.9) 53 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints(PHED 2021/8.3) 54 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) (PWD ALWAR 2019/B_5.2.1) 55 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil (PWD 2019/B1/1.6) 56 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia(PWD 2019/S4/4.24.1) 57 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia(PWD 2019/S4/4.25.1) 58 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.(PWD 2019/B-4/4.9) 59 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) (PWD 2019/B-4/4.13.2) 60 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix(PWD 2019/B-4/4.1) 61 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).(PWD 2019/S4/3.1.2) 62 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids() 63 Size 9 to 12 mm(PWD 2019/S4/4.28.1) 64 Size 3 to 5 mm(PWD 2019/S4/4.28.2) 65 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. (PWD 2019/S4/4.29)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
29.
Drinking Water Supply and Sanitation #9107161 Technical Bid
tender for Work of construction of Sources, rising main pipelines,CWR, OHSR,Pump house internal village distribution pipeline and FHTC including one year Defect Liability period of Village Kalyanpura-Khera kalyanpur under Sub division Kathumar under JJM in the jurisdiction of PHED Division Kathumar (Alwar) Sl. No. Item Description 1 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 2 Nominal bore 200 mm dia. 3 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above itemfor drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 8 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 9 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 10 200 mm dia 11 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 12 200 mm dia nominal bore of 5.4mm thickness 13 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 14 11 KW (15 HP) & head above 120 mtr. 15 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 16 3 core 4.0 Sq.mm 17 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 18 16.0 Sq.mm, 4 core 19 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 20 50 mm dia 21 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 22 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 23 Manually Operated CI Sluice valve of Class PN-1.0 24 80 mm HW 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 27 Above 10 HP and up to 15 HP 28 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 29 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 30 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 31 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 32 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 33 80 mm dia. nominal bore 34 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 35 HDPE PE-80PN-10 36 110 mm dia 37 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 38 HDPE PE-80PN-10 39 140 mm dia 40 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 41 Manually Operated CI Sluice valve of Class PN-1.0 42 80 mm HW 43 125 mm HW 44 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 45 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 46 300 mm Dia 8 mm thick casing pipe. 47 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 48 HDPE PE-80PN-6 49 75 mm dia 50 90 mm dia 51 110 mm dia 52 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 53 HDPE PE-80PN-6 54 125mm dia 55 140 mm dia 56 160 mm dia 57 180 mm dia 58 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 59 Manually Operated CI Sluice valve of Class PN-1.0 60 80 mm HW 61 100 mm HW 62 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 63 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 64 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 65 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 66 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 67 RCC Valve chamber (2 No.) 68 Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil 69 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) 70 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 71 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) 72 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : 73 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size) 74 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal 75 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 76 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 77 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 78 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 79 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 80 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 81 50 KL capacity 82 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 83 150 mm 84 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. 85 d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j)Providing and fixing water level indicator(float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. 86 l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 87 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M 88 200KL capacity 89 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 90 100 mm 91 200 mm 92 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 93 Manually Operated CI Sluice valve of Class PN-1.0 94 100 mm HW 95 200 mm HW 96 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 97 BFM 100 mm 98 BFM 200 mm 99 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 100 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 101 5.5 KW (7.5 HP) 102 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.35.0 Sq.mm, 3.5 core 103 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 104 3 core 10.0 Sq.mm 105 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 106 STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 107 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.100 mm dia 108 Recharge structure 109 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 110 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 111 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 112 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 113 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 114 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 115 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 116 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 117 Size 9 to 12 mm 118 Size 3 to 5 mm 119 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 120 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed 121 with G.I. staple including earth work in excavation etc. complete. 122 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 123 Providing and laying in position cementconcreteincludingcuring, compaction etc. complete in specifiedgradeexcludingthecost ofcenteringandshuttering-All work up to plinth level. M15 grade Nominal Mix 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size). 124 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) 125 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 126 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 127 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 128 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 129 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
30.
Drinking Water Supply and Sanitation #9107153 Technical Bid
tender for Work of construction of Sources, rising main pipelines,CWR, OHSR,Pump house internal village distribution pipeline and FHTC including one year Defect Liability period of Village Titpuri under Sub division Kathumar under JJM in the jurisdiction of PHED Division kathumar (Alwar) Sl. No. Item Description 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 Nominal bore 200 mm dia. 5 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 6 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 7 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 8 200 mm dia 9 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 10 200 mm dia nominal bore of 5.4mm thickness 11 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 12 9.3 KW (12.5 HP) & head above 120 mtr. 13 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 14 3 core 6.0 Sq.mm 15 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16 16.0 Sq.mm, 4 core 17 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 18 50 mm dia 19 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 20 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 21 80 mm dia 22 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 23 Manually Operated CI Sluice valve of Class PN-1.0 24 80 mm HW 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 27 80 mm dia 28 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 29 Above 10 HP and up to 15 HP 30 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 31 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 32 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 33 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 34 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 35 80 mm dia. nominal bore 36 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 37 HDPE PE-80PN-10 38 90 mm dia 39 110 mm dia 40 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 41 HDPE PE-80PN-10 42 125 mm dia 43 140 mm dia 44 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 45 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 46 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 47 60 mm thick. 48 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 49 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 50 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 51 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 52 300 mm Dia 8 mm thick casing pipe. 53 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 54 HDPE PE-80PN-6 55 75 mm dia 56 90 mm dia 57 110 mm dia 58 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 59 HDPE PE-80PN-6 60 125mm dia 61 140 mm dia 62 160 mm dia 63 180 mm dia 64 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 65 200 mm 66 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 67 Manually Operated CI Sluice valve of Class PN-1.0 68 80 mm HW 69 100 mm HW 70 150 mm HW 71 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 72 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 73 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 74 60 mm thick. 75 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 76 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 77 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 78 RCC Valve chamber (4 No.) 79 Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil 80 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) 81 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 82 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) 83 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : 84 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size) 85 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal 86 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 87 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 88 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 89 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 90 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 91 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 92 75 KL capacity 93 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 94 100 mm 95 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 96 Manually Operated CI Sluice valve of Class PN-1.0 97 100 mm HW 98 150 mm HW 99 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. 100 d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j)Providing and fixing water level indicator(float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. 101 l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 102 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M 103 300KL capacity 104 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 105 100 mm 106 150 mm 107 200 mm 108 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 109 Manually Operated CI Sluice valve of Class PN-1.0 110 100 mm HW 111 150 mm HW 112 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 113 BFM 100 mm 114 BFM 150 mm 115 BFM 200 mm 116 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 117 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 118 11 KW (15 HP) 119 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.35.0 Sq.mm, 3.5 core 120 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 121 3 core 10.0 Sq.mm 122 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 123 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 124 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.100 mm dia 125 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 126 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 127 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 128 Manually Operated CI Sluice valve of Class PN-1.0 129 100 mm HW 130 150 mm HW 131 Recharge structure 132 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 133 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 134 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 135 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 136 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 137 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 138 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 139 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 140 Size 9 to 12 mm 141 Size 3 to 5 mm 142 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 143 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed 144 with G.I. staple including earth work in excavation etc. complete. 145 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 146 Providing and laying in position cementconcreteincludingcuring, compaction etc. complete in specifiedgradeexcludingthecost ofcenteringandshuttering-All work up to plinth level. M15 grade Nominal Mix 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size). 147 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) 148 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 149 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 150 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 151 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 152 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Rajasthan View Result →
31.
Drinking Water Supply and Sanitation #9107147 Technical Bid
Tender For Work Of Construction Of Sources, Rising Main Pipelines,Cwr, Ohsr,Pump House, Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Village Khohra Under Sub Division Laxmangarh Under Jjm In The Jurisdiction Of Phed Divi Kathumar - Work of construction of Sources, rising main pipelines, RCC Reservoir, internal village distribution pipeline and FHTC including one year Defect Liability period at Villages KHOHRA in Sub division LAXMANGARH under JJM in the jurisdiction of PHED Division Kathumar Alwar Sl. No. Item Description 1 TUBEWELL WORK 2 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. Nominal bore 200 mm dia. 3 Nominal bore 200mm dia 4 Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 5 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 6 (a) Up to 100 Mtr. 7 Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 8 Add 30% extra on above item(Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 9 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 10 Labourcharges for making slots on blank pipes made of ERW MS black pipe ISI marked of following size, the slotting should be as per IS: 8110-1985. (a) 200 MM dia nominal bore of 5.4 mm thickness 11 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.(a) 200 MM Dia 12 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 13 9.3KW (12.5 HP) & head above 120 mtr. 14 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. (a) 3 core 4.00 Sq. MM 15 3 core 6.00 Sq. MM 16 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(a) 50 MM Dia 17 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 18 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.(a) 4 core 16.00 Sq. MM 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 80 mm Dia 20 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually operated CI sluice valve of class PN-1.0 (80mm HW) 21 Plate Earthing as per IS: 3043 with G.I Earth plate of size 600mm X 600mm X 6.00mm by embodying 3 to 4mtr. below the ground level with 20mm Dia G.I B class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel and C.C finished chamber covered with hinged type with locking arrangement C.I Cover, C.I frame of SIze 300mm X 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 22 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.50mm dia 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.(a) above 10 HP and Up to 15 HP 24 Providing &fixing of pump safety cage as per specification as directed by Engineer. 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore 27 PIPELINE WORK 28 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 29 all kind of soil 30 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 31 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 32 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 33 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 34 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 35 (HDPE PE-80 PN-6) 36 75mm 37 90mm 38 110mm 39 (HDPE PE-80 PN-10) 40 110mm 41 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 42 (HDPE PE-80 PN-6) 43 140mm 44 (HDPE PE-80 PN-10) 45 140mm 46 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 47 Manually Operated CI Sluice valve of Class PN-1.0 48 80 mm HW 49 100 mm HW 50 150 mm HW 51 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 52 100MM 53 150MM 54 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 55 60MM THICK 56 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 57 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 58 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve 59 FHTC WORK 60 Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 61 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 62 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 63 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 64 CWR PUMPING MACHINARY 65 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 66 20HP 67 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.25.0 Sq.mm, 3.5 core 68 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply. 69 5 to 10 HP 70 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 80 mm dia 71 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.80mm dia 72 RESERVOIR WORKS 73 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 74 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 75 100 KL capacity 76 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 77 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 78 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M 79 150KL Capacity 80 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 81 100 MM Dia 82 150 MM Dia 83 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 84 BFM 150MM 85 PUMP HOUSE AND BOUNDRY WALL 86 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 87 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 88 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 89 RECHARGE STRUCTURE 90 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 91 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 92 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 93 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 94 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 95 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 96 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 97 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 98 Size 9 to 12 mm 99 Size 3 to 5 mm 100 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
32.
Drinking Water Supply and Sanitation #9100901 Technical Bid
Tender For Rural Water Supply Scheme For Village Amjara, Panchayat Amjara Of Block-Dungarpur Dist Dungarpur Through Fhtc Under Jal Jeevan Mission., 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 80 mm dia 3 100 mm dia 4 150 mm dia 5 200 mm dia 6 250 mm dia 7 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendeduptodate),with internalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 8 100 mm dia 9 150 mm dia 10 200 mm dia 11 250 mm dia 12 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 13 75 mm dia 14 90 mm dia 15 110 mm dia 16 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 17 125 mm dia 18 140 mm dia 19 160 mm dia 20 180 mm dia 21 200 mm dia 22 225 mm dia 23 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safetyprovisions etc. 24 In all types of Soils 25 upto 1.5 m 26 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 27 In Soft Rock 28 upto 1.5 m 29 In Hard Rock (Blasting Required) 30 upto 1.5 m 31 In Hard Rock (Blasting Prohibited) 32 upto 1.5 m 33 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 34 Bituminous courses 35 Granular courses 36 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 37 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification andscope of work. 38 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 39 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS- EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 40 80 mm dia 41 100 mm dia 42 125 mm dia 43 150 mm dia 44 200 mm dia 45 250 mm dia 46 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizes includingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 47 80 mm dia 48 100 mm dia 49 125 mm dia 50 150 mm dia 51 200 mm dia 52 250 mm dia 53 Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge. 54 100mm diameter 55 Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge 56 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 57 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve 58 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 59 Class PN 1.6 60 50 mm 61 80 mm 62 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailedtechnical specifications, approved drawing and direction of Engineer in Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document. 63 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty.All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document. 64 Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank 65 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. 66 In flates, tees, angles & Channals 67 Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwovenwith horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 69 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 70 2.2 KW 71 3.7 KW 72 5.5 KW 73 7.5 KW 74 9.3 KW 75 11.0 KW 76 15.0 KW 77 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 78 Up to 5.00 HP 79 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gaugeM.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 80 Above5 HPand upto 10 HP 81 Above 10 HP and up to 15 HP 82 Above 15 HP and up to 20 HP 83 Above 20 HP and up to 30 HP 84 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including makingconnection etc. 85 3 core 4.0 Sq.mm 86 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. asrequired of size. 87 10.0 Sq. mm 4 core 88 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amendedup to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete inall respect. 89 32 mm dia 90 50 mm dia 91 65 mm dia 92 80 mm dia 93 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside .Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling jointsand earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 94 Class PN 1.0 95 100 mm dia 96 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalentgrade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF- 8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside.Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.6 97 80 mm dia 98 100 mm dia 99 125 mm dia 100 150 mm dia 101 200 mm dia 102 250 mm dia 103 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 104 80 mm dia 105 100 mm dia 106 125 mm dia 107 150 mm dia 108 200 mm dia 109 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end. 110 Upto 300mm 111 GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading offlow meter to LCC/MCC Centre 112 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holdingthe riser pipe assembly of submersible pump set. 113 Construction and commissioning of RCC INTZE type Over Head Service Reservoir offollowing capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 114 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 115 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 116 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 117 100 KL, staging Height 20 m 118 150 KL, staging Height 20 m 119 200 KL, staging Height 20 m 120 100 KL, staging Height 20 m 121 300 KL, staging Height 20 m 122 400 KL, staging Height 20 m 123 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 124 100 KL, staging Height 18 m 125 150 KL, staging Height 18 m 126 200 KL, staging Height 18 m 127 250 KL, staging Height 18 m 128 300 KL, staging Height 18 m 129 400 KL, staging Height 18 m 130 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 131 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 132 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 133 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 134 50 KL, staging Height 15 m 135 75 KL, staging Height 15 m 136 Providing Household Tap Connectionas per technical specification and approveddrawing asperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsingle piece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationfor potablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning, disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note:Roadcutandrestorationisnotpartofthis itemandpaid separately. 137 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 138 Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification,approved make and direction of Engineer in charge. 139 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 140 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 141 M20 grade Nominal Mix 142 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 143 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil asdirected with in lead of 50 mtr. All kinds of soil. 144 Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All workto plinth level usingcrusher broken aggregate 145 M10 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) 146 M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) 147 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases ofcolumns etc. 148 P & F on wall face A.C. pipes (IS : 1626 part-I mark) of approved make with wooden plugs and M.S. clamps, jointing with spun yarn soaked in bitumen and C.M. 1:2 complete includingmaking good the wall.: 100mm dia. 149 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 150 100 mm dia 151 150 mm dia 152 200 mm dia 153 250 mm dia 154 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 155 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 156 From0 m to 1.5 m BGL 157 Ordinary rock 158 From1.5 m to 6 m BGL 159 Hard rock (requiring blasting) usefulmaterial 30 % 160 From6 m to 7 m BGL 161 From7 m to 20 m BGL 162 Add extra over item No 1 for every additional; lift of 1.5 m or part thereof. 163 All Kind Of soil 164 In Ordinary Rock 165 In hard rock 166 From4.5 m to 6.0 m BGL 167 From6.0 m to 7.5 m BGL 168 From7.5 m to 9.0 m BGL 169 From9.0 m to 10.50 m BGL 170 From10.50 m to 12.0 m BGL 171 From12.0 m to 13.50 m BGL 172 From13.50 m to 15.0 m BGL 173 From15.0 m to 16.50 m BGL 174 From16.50 m to 18.0 m BGL 175 From18.0 m to 20 m BGL 176 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)From6 m to 18 m BGL 177 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to4.7.2 178 Addextra for shuttering in circular work in plan upto dia 10m on item no. 4.7.1 179 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floorthree level. 180 Thermo-mechanically Treated bars (Conforming of relevent IS code) 181 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost ofcentering, shuttering and reinforcement. 182 Walls (any thickness) including attached pilasters buttresses, plinth and string courses filletscolumns pillars pears abutments posts struts etc. 183 M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 184 Structural steel work in single section fixed with connecting plate includingcutting hoistingfixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height 185 Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming &watering including lead upto 50m. 186 Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewateringarrangement. 187 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.300 mm Dia 8 mm thick casing pipe with protective coating. 188 AIR PILLAR 189 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 190 upto 1.5 mtrs 191 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 192 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design MixProviding M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. 193 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 194 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases ofcolumns etc. 195 Footing PCC 196 Base Slab 197 Pillar below GL 198 Total 199 Columns, pillars, posts and struts etc. (Pillar above GL) 200 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 201 River/Canal Crossing Estimate 202 Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all liftdisposed earth to be levelled and neatly dressed: 203 Pumping out water caused by springs, tidal or river seepage, broken water mains or drainsand the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete. 204 5 - 9 HP 205 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 206 M10 grade Nominal Mix (with graded stone aggregate 20mm nominal size). 207 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost ofcentering, shuttering and reinforcement. M25 208 Footing 209 Column upto GL 210 Column above GL 211 Subtotal 212 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 213 Centering and Shuttering with plywood or steel sheets including strutting, propping bracingboth ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level. 214 Footing 215 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for : 216 Column 217 Columns, pillars, posts and struts etc. 218 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 219 Thermo-mechanically Treated bars (Conforming of relevent IS code) 220 Provision for construction of switch room of size (4m x 3 m) 221 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 222 Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in 223 In cement mortar 1:6 (1 cement : 6 coarse sand) 224 Honey comb brick work 23 cm thick with bricks of class designation 75 up to third storey in : 225 Cement mortar 1:4 (1 cement : 4 coarse sand) 226 Deduction of Door 227 Deduction of Window 228 Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc.complete fine finish : (12mm thick) 229 1:4 (1 cement :4 fine/ coarse sand) 230 Deduction of Door 231 Deduction of Window 232 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) 233 75mm thick with 20mm thick nominal size aggregate 234 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: 235 M20 grade Design mix (with weight batching plant only) 236 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strapbeams, bases of columns , etc. up to plinth level. 237 Wall (any thickness) including attached pilasters, buttresses, plinth and string course 238 Suspended floors, roofs, landings, balconies and access platform. 239 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing inposition and binding all complete 240 Thermo-Mechanically Treated bars 241 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment,M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 242 P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc.as required(without lamp) 243 Street Light Suitable for HPSV Lamps1 X 150 Watt 244 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 245 Short point (up to 3 mtr.) 246 Medium point (up to 6 mtr.) 247 Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure A :- 248 25 mm thick. 249 Sheesham wood grade – I 250 Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,18 SWGG.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 251 Short point (up to 3 mtr.) 252 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 253 2 x 1.5 sq.mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
33.
Drinking Water Supply and Sanitation #9100812 Technical Bid
tender for Work of Conversion Of Hp To Piped Of Rural Water Supply Scheme OfVillage Salgaon In Gram Panchyat OriyaFor Providing FHTC under JJM District Sirohi Sl. No. Item Description 1 CONSTRUCTION AND COMMISSIONING OF SUBMERSIBLE PUMPSET INCLUDING 200 MM DIA BORE HOLE (PHED BSR 2022) 2 (2.4) ConstructionofTubeWellupto100mtr.depth inalltypeofrocksbyDTH system&overburdentoaccommodatecasingpipeoffollowingsizesinall typesofsoils&overburdenincludingloweringofcasingpipes,(ifrequired) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would becompletedafterobtainingsandfreewater.Thetubewellshouldhavea through out bore as per nominal dia of casing pipe. 3 (2.4.2) Nominal bore 200 mm dia. 4 (2.3.4) Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 5 (2.8) Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 6 (2.9) Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 7 (2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 8 (2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 9 (2.12) Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 10 (2.12.3) 200 mm dia nominal bore of 5.4mm thickness 11 (2.22) Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 12 (2.23) Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 13 (2.23.3) 200 mm dia 14 (2.15.4) Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 15 Above 120 meter Head 16 (2.15.4)7.5 KW (10 HP) & head above 120 mtr. 17 (2.15.6)9.3KW (12.5 HP) & head above 120 mtr. 18 (2.3) Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 19 a) 80 mm 20 (6.8.1.1) Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 21 a) 80 mm 22 (2.18) Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 23 (2.18.1) Above 5 HPupto 10 HP 24 (2.18.2) Above 10 HP and up to 15 HP 25 (2.2) Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 (2.20.2) 16 sq mm size, 4 core 27 (2.26) Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 (2.26.1) 50 mm dia 29 (2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 (2.24) Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 (2.24.2) a. 50mm dia. 32 (2.21) Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 (2.27) Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 (2.19) Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 (2.19.1) 3 core 4.0 Sq.mm 36 (2.13) Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 (2.15.4) Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 38 (2.15.4)7.5 KW (10 HP) & head above 120 mtr. 39 (2.18) Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 40 (2.18.1) Above 5 HPupto 10 HP 41 Construction ofReservoirs (PHED BSR 2022) 42 (3.5) Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - 43 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). 44 i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 45 (3.5.1) Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 46 (3.5.1.2) 100 KL capacity 47 (3.7) Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 48 (3.7.1) 100 mm 49 (3.7.2) 150 mm 50 (6.8) Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 51 (6.8.1.2) 100 mm HW 52 (6.8.1.4) 150 mm HW 53 (6.17) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 54 (6.17.2) 100 mm dia. 55 (6.17.4) 150 mm dia. 56 (1.3.1.1) Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 57 (11.3) SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 58 (11.3.4) BFM 150 mm 59 (9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 60 (9.1.3) For in-campus Valve Chambers 61 (9.1.3.2) Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 62 Rising Main Pipeline (PHED BSR 2022) 63 (1.1) Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 64 (1.1.2) 100 mm 65 (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 66 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 67 Ordinary rock 68 (6.1) Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 69 (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0 70 (6.1.1.1) 80 mm HW 71 (6.17) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 72 (6.17.1) 80 mm dia 73 (6.5) Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 74 (6.5.2.2) 25 mm S-1 Type 75 (9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 76 (9.1.3) For in-campus Valve Chambers 77 (9.1.3.1) Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 78 Distribution Pipeline (PHED BSR 2022) 79 (1.1) Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 80 (1.1.2) 100 mm 81 (1.1.3) 150 mm 82 (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 83 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 84 Ordinary rock 85 (6.1) Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0 87 (6.1.1.2) 100 mm HW 88 (6.1.1.4) 150 mm HW 89 (6.5) Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 90 (6.5.2.2) 25 mm S-1 Type 91 (6.5.2.3) 40 mm S-1 Type 92 (9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 93 (9.1.1.) For Class-A loading 94 (9.1.2.1) Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 95 (9.1.2.2) Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 96 (9.5) Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 97 (9.5.2) Air valve pillarfor airvalves size of 100mmdia 98 (4.5) Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 99 (4.7) Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 100 (4.8) Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 101 (4.8.1) M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 102 (4.9) Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 103 (4.9.2) 80 mm thick. 104 (6.17) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 105 (6.17.2) 100 mm dia. 106 (6.17.3) 125 mm dia. 107 (6.17.4) 150 mm dia. 108 (6.17.5) 200 mm dia. 109 Solar System (PHED BSR 2022) 110 (10.2) Supply, installation, testing and commissioning ofMNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty,WorkincludesdesigningofsolarpanelareaandMSframeand foundation on ground/roof of Pump house or CWR, showing arrangement of panelinavailablespace,installationof PVmoduleonMSframeasper approved design and drawings. Mountingstructure shall be suitably design towithstandwindvelocityupto150km/hr.The workshallbeexecutedas per detailed technicalspecifications,approveddrawinganddirectionof Engineer in Charge.Note:Thereshallbe5yearservicewarrantyforsolarpanelandmounting structureandsuitable provision shall be included in tender document. 111 (10.5) Providing, installation, testing and commissioning of AC submersible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switchbe provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge. 112 (10.5.6) 7.5 KW (10.0 HP) 113 (10.5.7) 9.3 KW (12.5 HP) 114 (10.7) Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer. 115 FHTC (PHED BSR 2022) 116 (1.22) Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. 117 (1.22.1) For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 118 (1.27) Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 119 (1.24) P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 120 (9.2) Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 121 (9.3) Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
34.
Drinking Water Supply and Sanitation #9099199 Technical Bid
Tender For Work For Providing Water Facility For Police Line Sawai Madhopur Including All Material With 1 Year Defect Liability Period - 1 (Revise PHED Raj. BSR 2023) TUBE WELL 2 2.4Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH systemandover burden to accommodate casing pipe of following sizes in all types of soilsandover burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.2.4.2Nominal bore 200 mm dia. 3 2.4Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH systemandover burden to accommodate casing pipe of following sizes in all types of soilsandover burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.2.4.2Nominal bore 200 mm dia.2.4.3 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 2.12Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 2.12.3200 mm dia nominal bore of 5.4mm thickness 5 2.11Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 2.11.2200 mm dia NB (Thickness of pipe 5.4mmandmass of tube 28.46 Kg/m) 6 2.23SupplyandFixing tube well coverof MS sheet 8mm thick at topand5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm longandtwo GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2(for installation pressure gauge) shall be providedandwelded with 80mm GI nipple near top plate nipple shall be provided with end plug.2.23.3200 mm dia 7 2.13Providingandlaying ISI marked GI Pipe Light duty (Aclass) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 8 2.15SupplyandInstallation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fittingandaccessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.2.15.4 7.5 KW (10 HP)andhead above 120 mtr. 9 2.19SupplyandFixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 2.19.23 core 6.0 Sq.mm 10 2.20SupplyandFixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.2.20.216.0 Sq.mm, 4 core 11 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure ratinganddia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, CapandHand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ringandBushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointingandjointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling jo6.1.1Manually Operated CI Sluice valve of Class PN-1.06.1.1.180 mm HW 12 6.3 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure ratinganddia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Coveranddisc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxicandsuitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EICincluding jointingandjointing material, labour, testing and commissioning along with pipeline as per Technical Specificationandas per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.3.1Class PN 1.06.3.1.180 mm dia 13 2.18Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg s length 18and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.2.18.1Above 5 HP and up to 10 HP 14 2.24ProvidingandLowering in tube well ISI marked GI Pipe medium duty ( Bclass), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipeandflange, rubber washerandnut bolts etc. complete in all respect.2.24.250 mm dia 15 PIPE LINE WORK 16 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.3HDPE PE-80PN-10 90 mm dia 17 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.3HDPE PE-80PN-10 110 mm dia 18 1.1Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS and Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.1.1.2100 mm 19 1.1Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS and Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.1.1.3150 mm 20 4.1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 21 4.3 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 4.3.1Ordinary rock 22 4.5Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 23 4.7Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 24 4.8Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.4.8.1 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 25 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure ratinganddia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, CapandHand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ringandBushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointingandjointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.1.1Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW 26 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure ratinganddia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, CapandHand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ringandBushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointingandjointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.1.1Manually Operated CI Sluice valve of Class PN-1.0 100 mm HW 27 1.4Providing, lowering, laying and jointing i+n trenches,standard lengths HDPEISI marked Pipes as per IS: 4984 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.1.4.1HDPE PE-80PN-675 mm dia 28 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.1HDPE PE-80PN-690 mm dia 29 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.1HDPE PE-80PN-6 110 mm dia 30 1.5 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 1.5.1HDPE PE-80PN-6 160 mm dia 31 1.5 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 1.5.1HDPE PE-80PN-6 180 mm dia 32 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure ratinganddia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, CapandHand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ringandBushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointingandjointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.1.1Manually Operated CI Sluice valve of Class PN-1.0150 mm HW 33 1.15Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.1.15.1MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 34 1.3Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work).1.3.1All End Socketed.1.3.1.1Upto 300 mm Diameter 35 OHSR CONSTRUCTION 36 3.2Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columnsandbeams etc.. 37 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wallandcone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.3.2.4Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IIandSTAGING 18 M 3.2.4.4250 KL capacity 38 p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 39 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IIandSTAGING 18 M250 KL capacity 40 3.7Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 3.7.1100 mm 41 3.7Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 3.7.2150 mm 42 3.7Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 3.7.3200 mm 43 6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following classanddia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Bodyandbonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as bodyandshall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/ 410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointingandjointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.8.1Manually Operated Resilient Seated Sluice Valves of Class PN 1.66.8.1.4150 mm dia 44 6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following classanddia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Bodyandbonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as bodyandshall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/ 410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointingandjointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.8.1Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 200 mm dia 45 1.25 Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from PP/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pitandjhiri with wateringandramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providingandfixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately.1.25.1For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 46 1.28 PandF Bib cock(IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore. 47 1.30Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 48 1.32 Add extra over item no 1.21,1.2 2and1.23 for providingf 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008)PPR-C (Three layered) pipe including excavation, providing, layingandjointing of service line above 5.00 mtr.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 9
Rajasthan View Result →
35.
Heavy Industries and Public Enterprises #9059972 Technical Bid
Fabrication Piping Product Requirements (Main Rs) For The Year 2023-24 With Free Issue Of Bhel Material Through Osb Model , Non Ibr -Puddle Flange (Inclusive Of Plate Rolling,Welding Of Pad Plate And Flange) , Non Ibr -Fabrication And Machining Of Segmental Flanges Above Nb 1000- Nb 2000 - Nibr , Non Ibr -Fabrication And Machining Of Segmental Flanges Above Nb 2000 Up To Nb 4000 - Nibr , Non Ibr -Fab. Of Manhole Assembly -Without Main Pipe(Incl. M/C Of All Flanges) (Cs) , Non Ibr -Fab. Of Manhole Assembly - With Main Pipe (Plate Formed ) & (Incl. M/C Of All Flanges) (Cs) , Non Ibr -Fab Of Plate Formed Pipes Above Od 610 Mm & Up To Od 1016 Mm With And Without Attachments - Cs - Nibr - Including Od 610 Mm , Non Ibr -Fab Of Plate Formed Pipes Above Od 1016 Mm & Up To Od 2540 Mm With And Without Attachments - Cs - Nibr , Non Ibr -Fab Of Plate Formed Pipes Above Od 2540 Mm & Up To Od 4100 Mm With And Without Attachments - Cs - Nibr , Non Ibr -Fab Of Plate Formed Pipes Above Od 600 Mm & Up To Od 1016 Mm With And Without Attachments - As - Nibr , Non Ibr -Fab Of Plate Formed Pipes Above Od 1016 Mm & Up To Od 2540 Mm With And Without Attachments - As - Nibr , Non Ibr -Fab Of Plate Formed Pipes Above Od 2540 Mm & Up To Od 4100 Mm With And Without Attachments -As - Nibr , Non Ibr -Fab.Of Plate Formed Reducers (Concentric/Ecentric) Up To 50 Kg - As / Cs - Nibr , Non Ibr -Fab.Of Plate Formed Reducers (Concentric/Ecentric) Above 50 Kg And Up To 250 Kg - As / Cs - Nibr , Non Ibr -Fab.Of Plate Formed Reducers (Concentric/Ecentric) Above 250 Kg - As / Cs - Nibr , Non Ibr -Plate Formed Reducer With Both Side Pipe Attachment (Funnel) - As / Cs , Non Ibr -Plate Formed Reducer With Both Side Plate Formed Pipe Attachment (Funnel) - As / Cs , Non Ibr -Fab Of Mitre Bend / Welded Tee / Y-Piece From Plate - Above Od 610 Mm -Upto Od 1016 Mm Nibr , Non Ibr -Fab Of Mitre Bend / Welded Tee / Y-Piece From Plate - Above Od 1016 Mm -Upto Od 2540 Mm Nibr , Non Ibr -Fab Of Mitre Bend / Welded Tee / Y-Piece From Plate - Above Od 2540 Mm -Upto Od 4100 Mm Nibr , Non Ibr -Fab Of Mitre Bend From Plate Upto Od 915 Mm From Ss Inclusive Of Plasma Cutting And Passivation , Dished Endsmade Out Ofplateinclusive Of Welding, Heat Treatmentas Per Drawing, Qp - Up To Od 2240 Mm - Nibr , Dished Endsmade Out Ofplateinclusive Of Welding, Heat Treatment As Per Drawing, Qp - Above Od 2240 Mm- Nibr , Non Ibr -As / Cs Clamp Assy Wt Upto 10 Kg , Non Ibr -As / Cs Clamp Assy Wt Greater Than 10Kg & Upto 25 Kg , Non Ibr -As / Cs Clamp Assy Wt Greater Than 25 & Upto 50Kg , Non Ibr -As / Cs Clamp Assy Wt Greater Than 50 & Upto 100Kg , Non Ibr -Cs Clamp Assy Wt Above 100 Kg , Non Ibr -Trunnion Clamp , Non Ibr -As Clamp Assy Wt Above 100 Kg , Non Ibr -Pipe Clamp Made Out Of Single Plate (Forming And Drilling Only As Per The Drg.) / Pad Plate Unit Wt More Than 100 Kg , Ut Reference Block To Be Made Out Of Sa335 P91 / P92 Pipe Up To Dia 168.3 Mm Up To Thk 45 Mm ( Axial) , Ut Reference Block To Be Made Out Of Sa335 P91 / P92 Pipe Dia 219.1 Mm And Up To Dia 558.9 Mm Up To Thk 125 Mm ( Axial) , Ut Reference Block To Be Made Out Of Sa335 P91 / P92 Pipe Above Dia 558.9 Mm And Up To Dia 1220 Mm Up To Thk 125 Mm ( Axial) , Ut Reference Block To Be Made Out Of Sa335 P91 / P92 Pipe Up To Dia 168.3 Mm Up To Thk 45 Mm (Circumferential) , Ut Reference Block To Be Made Out Of Sa335 P91 / P92 Pipe Dia 219.1 Mm And Up To Dia 558.9 Mm Up To Thk 125 Mm ( Circumferential) , Ut Reference Block To Be Made Out Of Sa335 P91 / P92 Pipe Above Dia 558.9 Mm And Up To Dia 1220 Mm Up To Thk 125 Mm ( Circumferential) , Hardness Block To Be Made Out Of Sa335 P91 / P92 : Size : 25X50x150 , Ut Reference Block To Be Made Out Of As/Cs Pipe Up To Dia 558.9 Mm Up To Thk 125 Mm ( Axial) , Ut Reference Block To Be Made Out Of As/Cs Pipe Above Dia 558.9 Mm And Up To Dia 1220 Mm Up To Thk 125 Mm ( Axial) , Ut Reference Block To Be Made Out Of As/ Cs Pipe Up To Dia 558.9 Mm Up To Thk 125 Mm ( Circumferential) , Ut Reference Block To Be Made Out Of As/Cs Pipe Above Dia 558.9 Mm And Up To Dia 1220 Mm Up To Thk 125 Mm ( Circumferential) , Hardness Block To Be Made Out Of As/Cs : Size : 25X50x150 , Non Ibr -As / Cs Clamp Assy Wt Upto 10 Kg-Ntpc , Non Ibr -As / Cs Clamp Assy Wt Greater Than 10Kg & Upto 25 Kg-Ntpc , Non Ibr -As / Cs Clamp Assy Wt Greater Than 25 & Upto 50Kg-Ntpc , Non Ibr -As / Cs Clamp Assy Wt Greater Than 50 & Upto 100Kg-Ntpc , Non Ibr -Cs Clamp Assy Wt Above 100 Kg-Ntpc , Non Ibr -Trunnion Clamp-Ntpc , Non Ibr -As Clamp Assy Wt Above 100 Kg-Ntpc , Non Ibr -Pipe Clamp Made Out Of Single Plate (Forming And Drilling Only As Per The Drg.) / Pad Plate Unit Wt More Than 100 Kg-Ntpc => Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 9
Tamil Nadu View Result →
36.
Housing Urban and Rular Development #8979082 Technical Bid
Tender For Electrical Work - &P 2 Fire Fighting Work Fire Pumps And Accessories: Supplying, Installation, Testingand Commissioningof Electric Driven Main Fire Pump Suitablefor Automatic Operationandconsistingoffollowing, Completeinall Respects, As Required :A ) Horizontal Type, Multistage, Centrifugal, Split Casing Pump Of Cast Iron Body & Bronze Impeller With Stainless Steel Shaft, Mechanical Seal Conforming To Is 1520.B ) Suitable Hp Squirrel Cage Induction Motor, Tefc, Synchronousspeed1500rpm, Suitableforoperation On415volts, 3Phase50hz, Acsupplywithip55 Protectionforenclosure, Horizontalfootmountedtype With Class-F Insulation, Conforming To Is-325.C ) Suitable Hp Squirrel Cage Induction Motor, Tefc, Synchronousspeed1500rpm, Suitableforoperation On415volts, 3Phase50hz, Acsupplywithip55 Protectionforenclosure, Horizontalfootmountedtype With Class-F Insulation, Conforming To Is-325.D ) M.S. Fabricated Common Base Plate, Coupling, Coupling Guard, Foundation Bolts Etc. As Required. E ) Suitablecementconcretefoundationdulyplastered With Anti Vibration Pads. F ) 2850 Lpm At 70 M Headnote: * The Head Of The Pump Is Selected In A Manner Soastogivea Minimum 3.5Kgf / Cm 2 Pressureat The Highest / Farthest Point. 3 Supplying, Installation, Testingandcommissioningof Diesel Engine Driven Main Fire Pump Suitable For Automatic Operation And Consisting Of Following, Complete In All Respects, As Required : ( Diesel Driven Pump ) A ) Horizontal Type, Multistage, Centrifugal Pump Of Cast Of Iron Body And Bronze Impeller With Stainless Steel Shaft, Mechanical Seal Conforming To Is 1520.B ) Suitablehp, 1500Rpmwatercooledwithradiator, Diesel Engine Conforming To Relevant Is Standard Completewithautostartingmechanism, 12 / 24Volts Electricstartingequipment, Dieseltank, Exhaustpipe Extended Upto 10 M Outside Pump House Duly Insulated With 50 Mm Thick Glass Wool With 1.0 Mm Thick Aluminium Sheet Cladding, Residential Silencer, Instruments And Protection As Per Standard Specification, Stop Solenoid For Auto Stop In The Event Of Fault With Audio Indications, Painted With Post Office Red Colour Etc. As Required. C ) M.S Fabricated, Common Base Plate, Coupling, Coupling Guard, Foundation Bolts Etc. As Required. D ) Suitablecementconcretefoundationdulyplastered And With Anti Vibration Pads.2850 Lpm At 70 M Headnote: * The Head Of The Pump Is Selected In A Manner Soastogivea Minimum 3.5Kgf / Cm 2 Pressureat The Highest / Farthest Point. 4 Supplying, Installation, Testingandcommissioningof Electricdrivenpressurisationpumpsuitablefor Automaticoperationandconsistingoffollowing, Complete In All Respects, As Required : ( Jockey Pump ) A ) .Horizontaltype, Multistage, Centrifugalpumpofcast Iron Body And Bronze Impeller With Stainless Steel Shaft, Mechanical Seal Conforming To Is : 1520. B ) .Suitablehpsquirellcageinductionmotortefctype Suitableforoperationon415volts, 3Phase50hz Ac Supply With Ip 55 Class Of Protection For Enclosure, Horizontalfootmountedtypewithclass-FInsulation, Conforming To Is : 325. C ) .M.S.Fabricated Common Base Plate, Coupling, Coupling Guard, Foundation Bolts Etc. As Required.D ) .Suitablecementconcretefoundationdulyplastered And With Anti Vibration Pads.180 Lpm At 70 M Head 5 Control Panels: Fabrication, Supply, Insallation Testing & Commissioning Of Electrical Control Panel Of Cubical Construction, Floor Mounted Type, Fabricated Out Of 2Mm Thick Crca Sheet, Compartmentalisedwithhingedlockabledoors, Dustandverminproof, Powdercoatedofapproved Shade After 7 Tank Treatment Process, Cable Alley, Inter-Connection With Suitable Sizecopperconductor Cable / Solidcopper Strip, Havingswitchgears And Accessories, Mountings And Internal Wiring, Earth Terminals, Numbering Etc. Complete In All Respect, Suitableformainfirepump, Pressurisationpump& Dieselpumpsetcompleteaspercpwdspecification Withfollowingincomingandoutgoings, Suitablefor Operationon415v, 3Phase, 50Hzacsupplywith Enclosure Protection Class Ip 42 As Required :Incomings:A ) 630A, 50Ka4 Pole Mccb, Ics=100% Icu Rating Digital Voltmeter 0-500V With Selector Switch Ammeter ( 0-630 A ) With Selector Swtich & Cts Etc.B ) Ledtyperybphaseindicatinglamps, On, Off, Trip Indicating Lampsset Of Copperbus Bar 800Ampsoutgoings: Main Fire Pump :200Amp, 50Katpnmccb, Ics=100%Icu, Withfully Automatic Star / Delta Starter Suitable For 75 Hp Pump With Overloadprotection, Currentsensingtypesinglephase Preventorcompletewithallacceessoriesandinternal Wiringrequiredforautomaticoperation, Selectorswitch For Local / Remote, Auto / Manual / Off Operation. - 2 Setsjockey Pump:100 Amp, 50Ka Tpn Mccb, Ics=100% Icu, With Suitable Hp Fully Automatic Star / Delta Starter With Overload Protection, Currentsensingtypesinglephasepreventor Complete With All Acceessories And Internal Wiring Requiredforautomaticoperation, Selector Switchfor Local / Remote, Auto / Manual / Off Operation. - 2 Setsdiesel Engine Controla ) Control For Diesel Engine Comprising - Automatic / Manualselctorswitch&3Attemptsstarting Device, Timersandrelaysasrequired, Pushbuttons, Start / Stop In Manual Modeb ) Indicatinglampforhigh / Lowlub.Oilpressure, High Water Temp And Engine On Indicationc ) Batterychargersuitbalefor12v / 24Vdcwithboost And Trickle Selector Switch, 0-30 V Dc Volt Meter, And 020 A Dc Ammeter All Standard Relays And Accessories For Automatic Operation Of Diesel Engine.System Controller: Designing, Supply, Installation, Testingand Commissioning Of System Controller To Control Operation Of Main Electric Fire Pump, Diesel Pump, Pressurization Pump, Terrace Pump In Sequence As Per Specification Consisting Of Relays, Timers. Sensors, Annunciation Windowforfaultindication, Complete As Per Specification 6 Providinglaying, Testing&CommissioningofCClass Heavydutymspipeconformingtois1239 / 3589I / C Fittingslikeelbows, Tees, Flanges, Tapers, Nutsbolts, Gasketsetc.Ingroundincludingwelding, Excavation& Providingcementconcreteblocksassupports, Anticorrosivetreatmentwithcoaltar / Asphalttapeasper Is10221, Refillingthetrenchetc.Offollowingsizes Complete As Required. 200 Mm. Dia ( Wall Thickness = 6.3 Mm ) 7 150 Mm. Dia 8 Providing, Laying, Testing&Commissioningof CClass Heavydutymspipeconformingtois3589 / Is1239 Includingwelding, Fittingslikeelbows, Tees, Flanges, Tapers, Nuts Bolts, Gaskets Etc. And Fixing The Pipe On The Wall / Ceiling With Suitable Clamp / Support Frame And Painting With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade Complete As Required : 25 Mm Dia 9 32 Mm Dia 10 40 Mm Dia 11 50 Mm Dia 12 65 Mm Dia 13 80 Mm Dia 14 100 Mm Dia 15 150 Mm Dia 16 Providing, Laying, Testing&CommissioningofBClass Heavydutyg.I.Pipeconformingtois1239including Welding, Fittings Like Elbows, Tees, Flanges, Tapers, Nuts, Bolts, Gaskets Etc. And Fixing The Pipe On The Wall / Ceiling With Suitable Clamp / Support Frame And Painting With Two Ormorecoatsofsyntheticenamelpaintofrequired Shade Complete As Required: 25 Mm 17 32 Mm 18 40 Mm 19 50 Mm 20 65 Mm 21 80 Mm 22 100 Mm 23 150 Mm 24 Supplyingandfixingsingleheadedinternalhydrant Valve With Instantaneous Gunmetal / Stainless Steel Coupling Of 63 Mm Dia With Cast Iron Wheelisi Marked Conformingtois5290 ( Type-A ) Withblank Gunmetal / Stainless Steel Cap And Chain As Required :Single Headed Gunmetal 25 Supplying And Fixing Single Headed External Yard Hydrant Valve With 1 No. 63 Mm Dia Instantaneous Fm Gunmetal / Stainlesssteel Couplingand Cast Iron Wheel, Isimarked, Conformingtois5290 ( Typea ) Withblank Gunmetal / Stainless Steel Cap And Chain As Required :Single Headed Gunmetal 26 Supplying, Fixing, Testing And Commissioning Of Butterfly Valve Of Pn 1.6 Rating With Bronze / Gunmetal Seat Duly Isi Markedcompletewithnuts, Bolts, Washers, Gaskets Conforming To Is 13095 Of Following Sizes As Required :80 Mm Dia 27 100 Mm Dia 28 150 Mm Dia 29 Supplying, Fixing, Testing&Commissioningofdouble Flangedsluicevalveofratingpn1.6Withnonrising Spindle, Bronze / Gunmetalseat, Isimarkedcomplete With Nuts, Bolts, Washers, Gaskets And Conforming To Is 780 Of Following Sizes As Required : 80Mm Dia 30 100Mm Dia 31 150Mm Dia 32 200Mm Dia 33 250Mm Dia 34 Supplyingandfixingorificeplatemadeoutof6mm Thick Stainless Steel ( Grade 304 ) With Orifice Of Required Sizetobefitted Betweenflange&Landingvalveof Externalandinternalhydrantstoreducepressureat The Outlettothe Levelof 3.5Kg / Cm2 Complete As Required. 35 Providing, Installation, Testingandcommissioningof Non-Returnvalveoffollowingsizesconfirmingtois: 5312 Complete With Rubber Gasket, Gi Bolts, Nuts, Washers Etc.As Required.100Mm Dia 36 150Mm Dia 37 200Mm Dia 38 Providing, Installation, Testingandcommissioningof Stainlesssteely-Strainerfabricatedoutof1.6Mm Thickstainlesssteel, Grade304, Sheetwith3mmdia Holes With Stainless Steel Flange.150Mm Dia 39 200Mm Dia 40 Supplying And Fixing 63 Mm Dia, 15 M Long Rrl Hose Pipewith63mmdiamaleandfemalecouplingsduly Boundwithgiwire, Rivetsetc.Conformingtois636 ( Type-A ) As Required : Gun Metal 41 Supplying Andfixing First-Aidhosereelwithms Constructionspraypaintedinpostofficered, Conformingtois884completewiththefollowingas Required. A ) . 20Mmnominalinternaldiawaterhosethermoplastic ( Textile Reinforced ) Type -2 As Per Is: 12585 B ) .20Mmnominalinternaldiagunmetalglobevalve& Nozzle. C ) .Drum And Brackets For Fixing The Equipmets On Wall.D ) .Connections From Riser With 25 Mm Dia Stop Gun Metal Valve & M.S. Pipe And Socket. E ) .40 M 42 Supplying & Fixing 63 Mm Dia Gun Metal Short Branch Pipe With 20 Mm Nominal Internal Diameter Sizenozzle Conforming To Is 903 Suitable For Instantaneous Connection To Interconnect Hose Pipe Coupling As Required : Gun Metal 43 Supplyingandfixingoffirebrigadeconnectionof Cast Iron Body With Gun Metal Male Instantaneous Inlet Couplingscompletewithcapandchainasreqd.For Suitabledia Ms Pipe Connectionconforming To Is 904 As Required :2 Way-100 Mm Dia M.S. Pipe 44 4 Way - 150 Mm Dia M.S. Pipe 45 3 Way - 150 Mm Dia M.S. Pipe 46 Supplying And Fixing Air Vessel Made Of 250 Mm Dia, 8 Mm Thick Ms Sheet, 1200 Mm In Height With Air Release Valveontopandflangedconnectiontoriser, Drain Arrangementwith25mmdiagunmetalwheelvalve Withrequiredaccessories, Pressuregaugeand Paintingwith Synthetic Enamel Paint Of Approved Shade As Required. 47 Providing, Fixing, Testing & Commissioning Of 15Mm Dia Quartzoidbulbtypesprinklersofrating68degree Centigrade With Required Accessories :Pendent Sprinkler 48 Upright Sprinkler 49 Horizontal Side Wall Sprinkler 50 Concealed Sprinkler 51 Providing & Fixing Of Pressure Switch In M.S. Pipe Line Including Connection Etc. As Required. 52 Providing& Fixingflowswitchinfollowingsizesm.S. Pipe Including Connection Etc As Required. 53 100Mm Dia 54 150Mm Dia 55 Providing, Fixing, Testing & Commissioning Of Installationcontrolvalveofcastironbody, Brass / Bronzeworking Partscomprisingofwater Motor Alarm, Bronzeseatclapper, Clapperarmand Hydraulicallydrivenmechanicalgongbelltosound Continuousalarmwhenthewetriser / Sprinklersystem Activates, Pressuregauges, Emergencyreleases, Strainer, Pressureswitch, Cockvalvecompletewith Drainvalveandbypass, Testcontrolbox, Ballvalves, Ms Pipe Of Required Size, Flanges, Orifice Plate, Gasket Etc Of Follwing Sizes Asrequired : 150Mm Dia 56 Supplying, Installation, Testing & Commissioning Of Sprinklerflexiblepipe ( Ullisted ) Ofstainlesssteel Complete With 15 Npt On Reducer Thread With Maximum Working Pressure Of 175 Psi Test Pressure Of 875Psi ( Burst ) Withbranchline ( Inlet ) 25Mmnpt Malethreadtosprinklerhead ( Outlet ) 15Mmnpt Femalethreadwithreducer, Nipple, 2Sidebrackets, Center Bracket, Stockbar Of Following Sizes Complete As Required.700Mm 57 1000Mm 58 1200Mm 59 1500Mm 60 Providing And Fixing In Position The Industrial Type Pressure Gauges With Gun Metal / Brass Valves Complete As Required ( E&M ) 61 Providing And Fixing Ms Cabinet ( Size 750X600x250 Mm ) Fabricated From 16 Gauge Ms Sheet With Full Front Glass Door & Locking Arrangement For Pad Lockwith Suitable Shelves For Keeping 25 Nos. Spare Sprinklers & One No. Spanner Properly Fixed In Shelves. Cabinet Shall Be Painted With Enamel Paint Of Approved Shade. ( Cost Shall Include 20 Nos. Spare Sprinklers ( 5 Nos Side Wall 20Nos Pendent, One No. Spanner And 5 Rolls Of Teflon Tape ) . Note: All Valves Shall Be Of Pn16 Rating 62 Portable Fire Extinguishers: Providing & Fixing Of Isi Marked ( Is:15683 ) Portable Fire Extinguisher, Carbondioxide Type Flat Base Including Valve, Discharge Hose Of Not Less Than 10 Mm Dia. 1 M Long & Complete In All Respects Including Initial Fill With Co2 Gas Confirming To Is:307-1966 Filled To A Filling Ratio Of Not More Than 0.667 Of Not More Than 0.667 And Wall Suspension Bracket Capacity 4.5 Kg 63 6 Kg. Abc Powder Type Fire Extinguishers Are Manufactured And Marked To Indian Standard Is: 15683. Suitable First Aid Appliance For Fighting Fires In Class A, B & C Fire That Is Wood, Textile, Flammable Liquids & Gases. 64 Providing And Fixing Mechanical Foam Type Fire Extingushers Consisting Of Welded M.S. Trolley Mounted Cylindrical Body, Squeeze Lever Discharge Valve Fitted With Pressure Discharge Hose, Discharge Nozzle, Trolley Etc., Isi Marked As Per Is:Is:13386 Finished Externally With Red Enamel Paint.Capacity 50 Lit ( D.G.Room ) 65 Providing And Fixing Carbon-Di-Oxide Fire Extingushers Trolley Mounted With All Accessories Internal Discharge Tube, High Pressure Discharge Hose, Discharge Nozzle, Isi Marked As Per Is:2878 Finished Externally With Red Enamel Paint. Capacity 22.5 Kg. 66 Boq-D: Plumbing Pump & Equipmentswater Supply, Drainage, Pumps & Equipment :Providingand Fixing Centralized Water Level Controller Cum Indicator System, As Per The Following Details:Centralised Plc Control Panel : Along With Touch-Screen Display Board ( Min. 8 Diag. Size ) Along With All Accessories For Complete Controls & Indication. Panel Shall Be Made Out Of Crca Sheet Min. 2Mm Thick Having Necessary Interlocks, I / OS, Required Number Of Repeater Amplifiers, All Audio-Visual Alarms As Required Specifications As Listed Below. An Emergency Stop Push Button Shall Be Provided In The Panel. The Panel Shall Have Modbus Compatibility For Seamless Bms / Bas Integration And Shall Be Of Approved Make. The Complete System Control Matrix, Wiring Diagram, SldS And Technical Details Shall Be Submitted By The Vendor And Gotten Approved Before Commencement Of Execution Of Works. Water Level Indicators Cum Controllers :Working On Hydrostatic Pressure Measurement Principle Made Of Stainless Steel For Installation On Storage Tanks, And Capable Of Providnig 4 To 20 Ma Analog Signal Compatiblewith Plc Signal Inputs And Completeas Per Working Requirements For Details Of Equipment Below. All Control Outputs To Mcc Panel Shall Be Included As Per Requierments. A ) .Fire Static Underground Tanksb ) .Real-Time Water Level Indication Monitoring 67 V. Low Level Audio-Visual Alarm At Less Than 25% Total Capacity.Raw Water Underground Tanksreal-Time Water Level Indication Monitoring V. Low Level Audio-Visual Alarm At Less Than 30% Total Capacity. V. High Level Audio-Visual Alarm At More Than 100% Total Capacity.Auto Cut-In Of Tubewell Pumps At 35%Auto Cut-Out Of Tubewell Pumps At 95% 68 Auto Cut-Out Of Raw Water Pumps At 35%Domestic Water Underground Tanks Real-Time Water Level Indication Monitoring V. Low Level Audio-Visual Alarm At Less Than 30% Total Capacity. V. High Level Audio-Visual Alarm At More Than 100% Total Capacity. Auto Cut-In Of Raw Water Pumps At 35% 69 Auto Cut-Out Of Domestic Water Pumps At 35% Flushing Water Underground Tanks At Stpreal-Time Water Level Indication Monitoringv. Low Level Audio-Visual Alarm At Less Than 30% Total Capacity.V. High Level Audio-Visual Alarm At More Than 100% Total Capacity.Auto Cut-In Of Raw Water Pumps ( From Stp ) At 35% 70 Auto Cut-Out Of Flushing Water Pumps At 35% Domestic Water Overhead Tanksreal-Time Water Level Indication Monitoring V. Low Level Audio-Visual Alarm At Less Than 30% Total Capacity. 71 V. High Level Audio-Visual Alarm At More Than 100% Total Capacity. Flushing Water Overhead Tanksreal-Time Water Level Indication Monitoring V. Low Level Audio-Visual Alarm At Less Than 30% Total Capacity. 72 V. High Level Audio-Visual Alarm At More Than 100% Total Capacity. 73 Providing Complete Testing Kit With All Chemicals Complete Suitable For Conducting Test On Water Quality.The Test Kit Shall Be Suitable To Measure Tds, Ph, Hardness, Iron Content And Other Parameters 74 Hydro-Pneumatic Pumping System For Domestic Supply To Fixture ( Toilet Kitchen ) : Providing, Fixing And Testing Of Packaged Type Skid Mounted Hydropneumatic System With Variable Frequency Drive Type Comprising Of : ( I ) Vertical, Inline Multistage Centrifugal Pumping Set With Stainless Steel Ss-304Stage Casing And Ss-304 Impellers With Stainless Steel Ss-304 Shaft As Per Iecstandards And Gjl250 Cast Iron Suction& Discharge Casing, Connected To Tefc Ventilated Induction Motor Of2 Pole, 2900Rpm, Suitable For 400 / 440 Volts, 3 Phase, 50 Hz A.C. Supply. ( Ii ) Pressure Vessel Of Non Corrosivefrp Composite Construction Lined With Nsf And / Or Fda Listed Material, Likehigh Density Polyethylene With Fully Replaceable Polyurethane. Air Cell Burstpressure Of Minimum Of 5 Times The Vessel Operating Pressure And Cycle Tested For 2, 50, 000 Cycles. ( Iii ) Control Panel With Programmable Logic Controller ( Plc ) For Cyclic Operation Of Pumps + Variable Frequency Drive. The Pump Workingsequence Should Change After Every Operation.Contractor Overload Relays And Mcbs Should Confirm To Iec 898 – 1995 / Specifications. Blinking Indications For Pumps Start, Trip, Low Level Trip, Health Supply Should Be Provided In The Panel Along With The Ammeter& Voltmeter. Control Panel Should Also Consist Of Cooling Fan. ( Iv ) Pressure Switches Bellowtypefittedwithmicro Switch And Having Maximum Pressure And Differentialscaleshould Confirming Bs-6134 Standards And Ip55 Protection Class. ( V ) All Required Ball Valves, Non-Return Valves, Flexible Connectors Etc. And All Required Accessories, Heavy Duty S.S 316 Manifold To Make The System Completely Operational As A Skid Mounted System. Ball Valves Tobe Used Should Be Hot Pressed Brass Ot-58Withstainless Steelballand P.T.F.Eseal And O-Ring. Nrvs To Be Used Shouldbewithspringsando-Ring Arrangement. ( Vendor To Submit Performance Curves And Technical Catalog Of The Proposed Model For Review & Information ) Complete Manifold System Shall Be Factory Aasembled & Totally Mounted On A Common Base Frame With Following Duties:Note: Contractor To Note That The Suction Header Is Required To Have Inlet Connection From The Puddle Flange @ Water Tanks And To The Pump Suction. Provision Of Delivery Header Is Required To Have Outlet Connection From The Pumps. Suitable Outlet Flanges From The Delivery Mainfold / Header Shall Be Provided As Required.A.For Domestic Water Supply For Club & Benquet Hall: No. Ofpumps :1 ( 1 Working +1 Standby ) Capacity: 350 Lpm Each Pump Head: 55 Meters Apx. Hp ( Motors ) : 3 Hp Location : Plumbing Plant Room 75 For Flushing Water Relift Pump :No. Ofpumps :1 ( 1 Working +1 Standby ) Capacity: 250 Lpm Each Pump Head: 55 Metersapx. Hp ( Motors ) : 2 Hplocation : Stp Plant Room 76 Garden Hydrents & Floor Washing Relift Pump:Providingand Fixing Vertical, Inline Multistage Centrifugalpumpingset ( Complete Manufactured Skid-Mounted Arrangement With Manifold And Accessories ) Withstainlesssteelss-304Stage Casingandss-304Impellerswith Stainless Steel Shaft As Per Iec Standards And Gjl250 Cast Iron Suction & Discharge Casing, Connected To Tefc Ventilated Induction Motor Of 2 Pole, 2900 Rpm, Suitablefor 400 / 440 Volts, 3 Phase, 50 Hz A.C. Supply With Pressure Gauge And With Gunmetal Isolationcocks, Vibrationelimination Pads Etc. Complete With Base And Frame, Nuts And Boltsandnecessary Rcc Foundations As Per Requirementasper Instructionsandpumpshallhave Following Duty:No. Ofpumps :2 ( 1 Working +1 Standby ) Capacity: 200 Lpm Each Pumphead: 45 Metersapx. Hp ( Motors ) : 4 Hplocation : Stp Plant Room 77 Supply, Installation, Testing & Commissioning Of Continuous Duty Submersible Centrifugal Non-Clogging Drainage Pumps Of Efficiency Of Approved Make Complete With 3 Phase Motor With All Necessary Protection And Mechanical Seal Etc. Complete With All Ancillaries Including Float Type Level Controllers, Electrical Control Panels Fabricatd From 14 Gauge Crca Sheet Volt Meter Ammeter With Selector Switch, Tpmcb, 5 Va Cl : Cts, Phase Indicating Lamps Protected By 2 Amp Sp Mcb, Dol Starter, Necessary Wiring, Cable Alleys, Earthing, Interlocking, Starter With Automatic Float Type Level Controller, Providion Of High Level Alarm, Sequence Timer, Potential Free Contact To Starter For Connection To Bas, Both Pumps May Run Simultaneously At Pre Determind Level. ( 1 Working + 1 Standby ) Vendor To Submit Proposed Pump Model With Duty Curve.A ) . For Wtp & Stp Plant Room Drainage :Flow Rate : 450 Lpm Head : 15 Mtssolid Handling : 100 Mmlocation : Sump Of Basement Purpose : Plant Room & General Area Drainage Moc : Ss Body Ss Impeller & Shaft 78 B ) .For Basement Drainage : Flow Rate : 450 Lpm Head : 15 Mts Solid Handling : 100 Mmlocation : Sump Of Basement Purpose : Basement Area Drainage Moc : Ss Body Ss Impeller & Shaft 79 C ) .Manhole Cover For U.G Tanks And Sumps :Supplying And Fixing C.I. Cover Without Frame For Manholes :560Mm Diameter C.I Cover ( Heavy Duty ) The Weight Of The Cover To Be Not Less Than 108Kg. 80 F ) .Providing And Fixing Stainless Steel Ladder, Wall Mounted Of 4M Height ( App ) For Underground Tanks Complete With Flanged Ends And Inserts ( Removable Type ) Made Of 38Mm / 42Mm Dia 16 G S / S 304 Quality Pipe Made As Per International Quality Standards Of Approved Shape And Size With Non Skidding Stepsat 300Mm Vertical Spacing, Completeas Directed By The Engineer In Charge. 81 Water Treatment Plant: Providing & Fixing Vertical, Inline Multistage Centrifugalpumping Set ( Complete Manufactured Skid-Mounted Arrangement With Manifold And Accessories ) With Stainlesssteel Ss-304 Stage Casing And Ss-304 Impellers With Stainless Steel Shaft As Per Iec Standards And Gjl250 Cast Iron Suction & Discharge Casing, Connected To Tefc Ventilated Induction Motor Of 2 Pole, 2900 Rpm, Suitable For 400 / 440 Volts, 3 Phase, 50 Hz A.C. Supply With Pressure Gauge And With Gunmetal Isolation Cocks, Vibration Elimination Pads Etc. Complete With Base And Frame, Nuts And Bolts And Necessary Rcc Foundations As Per Requirement As Per Instructions And Pump Shall Have Following Duty:A ) .For Club Building Only : No. Ofpumps: 2 ( 1 Working + 1 Standby ) Flow Rate :150 Lpm Each Head : 30 Mtsrequired For : Filter Feed Pump In Plumbing Plant Room ( 1Working + 1Standby ) 82 Providing And Fixing Vertical Pressure Filter With Dual Media Filter ( Comprising Of 600Mm Bed Depth Of Graded Sand Gravel And 600Mm Bed Depth Of Anthracite ) Fabricated From High Performance M.S Plate Of Minimum 8Mm Thick For Shell & 10Mm Thickfor Dished Ends With Top And Bottom Flanged Openings Including Top And Bottom Hub And Lateral Distribution And Collection System Complete With Initial Charge Of Filter Media, Face Piping, Valves, Accessories, Painting, Testing And Commissioning Complete. ( Tested To 6 Kg / M2 ) Discharge : 150 Lpm Filtration Rate: 17500 Lit. / M2 / H Discharge : 150 Lpm Suggested Dia App.: 0.90 M 83 Activated Carbon Filter ( Domestic Water ) : Providing And Fixing Vertical Activated Carbon Filter Comprising Ofactivated Carbon Filter Media Fabricated From High Performance M.S Plate Of Minimum 8Mm Thick For Shell & 10Mm Thickfor Dished Ends With Top And Bottom Flanged Openings Including Top And Bottom Hub And Lateral Distribution And Collection System Complete With Initial Charge Of Filter Media, Face Piping, Valves, Accessories, Epoxy Painting, Testing And Commissioning Complete. ( Tested To 6 Kg / M2 ) Discharge :100 Lpm Filtration Rate: 15000 Lit. / M2 / H Suggested Dia App.: 0.60 M 84 Providing, Fixing, Testing & Commissioning Of Msep Water Softening Plant ( Suitable For 3 Kg / Sqcm Workingpressure ) Complete With Initial Charge With T-40 Na Resin, Multiport Valve With Built In Ejector For Controlling All Operations ) , Regeneration System And Hdpe Tank, Pressure Gauge At Inlet, Outlet And Back Wash ( Each With Isolation Cock ) , Valves, Fittings And Water Hardness Testing Kit & Associatedworks. Softener Shall Be Suitable For The Following Duty:Note:The Successful Contractor Will Have To Carry Out A Test Of Raw Water From All The Sources Of Water For The Commercial, Residential & Apartment At Their Own Cost From A Reputed Lab As Approved By The Engineer-In-Charge / Consultant. On The Basis Of These Results The Contractor Has To Submit His Shop Drawings, Design Calculations And Specifications Accordingly.Please Note That It Is Ultimately The Responsibility Of The Contractor To Provide Treated Water For Different Use As Per International Standard As Given In The Attached Guidelines. Raw Water Hardness: 500 Mg / Ltreated Water Hardness:100 Mg / L Regeneration Period:12 Hrs.Capacity : 100 Lpm 85 Supplying, Installing, Testing And Commissioning Of Dosing System ( For Domestic Water Treatment Plant ) Consisting Of One Hdpe Tank Of 100 Litres Capacity With A Positive Displacement Diphragm Dosing Pump Having Variable Flowrate Of 0-6 Lph. The Motor Shall Be Suitable For Operation At 240 V / Single Phase / 50 Hz. Supply. The Pump Shall Be Supplied Complete With Necessary Polypropylene Piping, Valves, Strainers, Low Level Switch Andinjection Fittings. The Pump Shall Be Speed & Stroke Control Asialmi / Equivalent Make. The Cost Shall Be Inclusive Of Providing Salt For The Testing And Operation Of System Before Handover To The Owner. 86 Plumbing Panel: Design, Manufacture, Assembly, Wiring, Testing At Works And Supply To Site Of Following Panels / Distribution Boards / Switch Boards. The Boards Shall Be Designed And Fabricated As Per General Specifications, Technical Details, Specifications And Notes As Part Of This Tender / Boq And Relevant Bis Codes. ( Any Load Veriation In System As Technical Document Of Manifactureno Cost Shall Be Paid Extra For System Requirments ) Ip Rating: Ip 54 Incomer:1 No. 250 A 25 Ka, 3P Mccb Of Motor Duty - Only Magnetic Release. ( Adjustable Magnetic Release Upto 250A Mccb Or Micro-Processor Based Release Above 250A Mccb ) .Incomer Metering & Indication: A ) .415V / V3 / 110V / V3ptS, Cast Resin Type, 3 Phase For Metering & Indications, Suitable Rated 6A, Tp Mpcb Of The Fault Withstand Capacity As Of The Panel On The Primary Side Of Pt & Suitable Rated 6A, Tp Mcb On The Secondary Side Of Pt.B ) .R, Y, B Phase Indication Lamps ( 110V ) Led Type C ) .Cast Resin Metering CtS For Each Phase Of Class-1 Accuracy & Of Suitable Burden & Ratio D ) .1 No. Digital Vaf + Pf Meter ( 110V ) ( *With / Without Rs 485 Port ) Bus Bars : 400A, Tp, Aluminium Bus Bars Of Electrolytic Grade With Heat Shrinkable Sleeves 25 Ka. Control Transformer & Control Circuiting For Starters / Contactors & Indication Lamps : A ) .1 No. 415V / 55-0-55Vcast Resin Dry Type Control Transformer Of Adequate Va Burden To Take Care Of Load Of All The Contactor Coils. ( Transformer With Primary Taps At ± 2.5%, ± 5%, 50 Hz, Centre Tap Earthed ) .B ) .Suitable Rated 6A, Dp, Mpcb Of The Fault Withstand Capacity As Of The Panel For Control Circuiting For Contactors Coils On The Primary Side Of Control Transformer & Suitable Rated 6A, Dp Mcb On The Secondary Side Of Control Transformer.C ) .110V Control Circuiting D ) .110V Control Supply Healthy Indication ( Led Type ) .Outgoings: A ) .Dol Starter Comprising The Following ( For Upto 2 Hp Motors ) For Raw Water Pumps / Treated Water Transfer Pump / Flushing Water Transfer Pump / Borewell / Soft Water Transfer Pump / For Pump Room Fresh Air Fan / For Pump Room Exhaust Air Fan:A ) . For 1Hp. ( 2 Nos. ) ( Chamical Dosingpump ) B ) .Type-2 Co-Ordinationc ) . 1 No. Suitable Rated Tp Mpcb, 10Ka, With Inbuilt O / L Relay & Inbuilt Spp Feature ( Site Adjustable ) D ) .Suitable Sized 3P Contactor With 2 No & 2 Nc Auxiliary Contactse ) . On / Off / Trip Indication Lamps ( 110V ) ( Led Type ) F ) .On / Off Push Buttons G ) Star-Delta Timerh.2 Pole A / M Selector Switch For Bms Application I ) .Suitable Rated Single Cast Resin Ct For Metering On Y Phase, Of Class-1 Accuracy & Of Suitable Burden & Ratio. J ) .Digital Ammeter K ) .On / Off-Trip / A / M Potential Free Contacts For Bmsl ) .Control Wiring Terminals For Auto Operation Through Potential Free Contacts Ofwater Tank Level Controllers.B ) .Dol Starter Comprising The Following ( For 3 Hp To 5 Hp Motors ) For Raw Water Pumps / Treated Water Transfer Pump / Flushing Water Transfer Pump / Borewell / Soft Water Transfer Pump / For Pump Room Fresh Air Fan / For Pump Room Exhaust Air Fan :A ) For 4 Hp. ( 2 Nos. ) ( For Pump Room Exhaust Air Fan ) B ) Type-2 Co-Ordination C ) 1 No. Suitable Rated Tp Mpcb, 25 Ka, With Inbuilt O / L Relay & Inbuilt Spp Feature ( Site Adjustable ) D ) Suitable Sized 3P Contactor With 2 No & 2 Nc Auxiliary Contactse ) On / Off / Trip Indication Lamps ( 110V ) ( Led Type ) F ) 2 Pole A / M Selector Switch For Bms Application G ) Suitable Rated Single Cast Resin Ct For Metering On Y Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratioh ) Digital Ammeter With Inbuilt Selector Switch I ) Digital Ammeter J ) On / Off-Trip / A / M Potential Free Contacts For Bmsk ) Control Wiring Terminals For Auto Operation Through Potential Free Contacts Ofwater Tank Level Controllers.C ) .Dol Starter Comprising The Following ( For 7.5 Hp To 10 Hp Motors ) For Raw Water Pumps / Treated Water Transfer Pump / Flushing Water Transfer Pump / Borewell / Soft Water Transfer Pump / For Pump Room Fresh Air Fan / For Pump Room Exhaust Air Fan:A ) For 7.5Hp. ( 2 Nos. ) ( Raw Water / Filter Feedpump ) B ) . For 6 Hp. ( 2 Nos. ) ( Soft Water Reliftingpump ) C ) .Type-2 Co-Ordinationd ) .1 No. Suitable Rated Tp Mpcb, 10 Ka, With Inbuilt O / L Relay & Inbuilt Spp Feature ( Site Adjustable ) E ) .Suitable Sized 3P Contactor With 2 No & 2 Nc Auxiliary Contacts F ) .On / Off / Trip Indication Lamps ( 110V ) ( Led Type ) G ) .On / Off Push Buttons ( With Lockable Off ) H ) . Pole A / M Selector Switch For Bms Application I ) .Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratioj ) .Digital Ammeter With Inbuilt Selector Switch K ) On / Off-Trip / A / M Potential Free Contacts For Bms L ) .Control Wiring Terminals For Auto Operation Through Potential Free Contacts Ofwater Tank Level Controllers. D ) .Star-Delta Starter Comprising The Following ( For 12.5 Hp To 25 Hp Motors ) For Raw Water Pumps / Treated Water Transfer Pump / Flushing Water Transfer Pump / Borewell / Soft Water Transfer Pump / For Pump Room Fresh Air Fan / For Pump Room Exhaust Air Fan:A ) .12.5 Hp. ( 3 Nos. ) ( Tubewells Pump ) B ) .Type-2 Co-Ordinationc ) .1 No. Suitable Rated Tp Mpcb, -----Ka, Without Inbuilt O / L Relay ( Only Magnetic ) D ) .Suitable Sized 3P Contactors ( Star, Delta & Run Contactors ) With 2 No & 2 Nc Auxiliary Contactse ) Suitable O / L Relay With Inbuilt Spp F ) .On / Off / Trip Indication Lamps ( 110V ) ( Led Type ) G ) .2 Pole A / M Selector Switch For Bms Application H ) .Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratioi ) Digital H Inbuilt Selector Switch J ) On / Off-Trip / A / M Potential Free Contacts For Bms K ) Control Wiring Terminals For Auto Operation Through Potential Free Contacts Ofwater Tank Level Controllers. Feeders ( Without Starters ) For Hydronumatic Pump Panels :1 No. Suitable Rated 15 Ka, Tp, Mpcb Without Inbuilt O / L Relay & With 1 No + 1 Nc Auxiliary Contacts & On Indication Lamp 110V ( Led Type ) For 10 Hp Sump Pump Panel. Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratio. Digital Ammeter With Inbuilt Selector Switch. Feeders ( Without Starters ) For Sump Pump Panels : 2 No. Suitable Rated 15 Ka, Tp, Mpcb Without Inbuilt O / L Relay & With 1 No + 1 Nc Auxiliary Contacts & On Indication Lamp 110V ( Led Type ) For 15 Hp Sewarage Sump Pump Panel. Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratio. Digital Ammeter With Inbuilt Selector Switch. Feeders ( Without Starters ) For R.O Water Booster Pump Panels : 1 No. Suitable Rated 10 Ka, Tp, Mpcb Without Inbuilt O / L Relay & With 1 No + 1 Nc Auxiliary Contacts & On Indication Lamp 110V ( Led Type ) For 3 Hp R.O Waterbooster Pump Panel. Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratio. Digital Ammeter With Inbuilt Selector Switch.Spare Starter Feeders ( Without Starters ) With Same Components As Described In Above Written Similar Starter Feeders:5 Hp Motors, Dol Starter ( 2 Nos. ) ( Spare Feeders ) Spare Motor Feeders ( Without Starters ) With Same Components As Described In Above Written Similar Feeders: 2 No. Suitable Rated 15 Ka, Tp, Mpcb Without Inbuilt O / L Relay & 1 No + 1 Nc Auxiliary Contacts & On Indication Lamp ( 110V ) Led Type For 10 Hp Feeder. Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratio. Digital Ammeter With Inbuilt Selector Switch. 1 No. Suitable Rated 10 Ka, Tp, Mpcb Without Inbuilt O / L Relay & 1 No + 1 Nc Auxiliary Contacts & On Indication Lamp ( 110V ) Led Type For 5 Hp Feeder. Suitable Rated Cast Resin CtS For Metering On Each Phase, Of Class-1 Accuracy And Of Suitable Burden & Ratio. Digital Ammeter With Inbuilt Selector Switch.Vendor Can Also Consider Integrated Total Co-Ordinated Starter Upto 15Hp.Plumbing Panel As Described Above. 87 Sump Pump Panel ( Upto 5.0Hp Motor ) : A ) .It Shall Control Two Pumps P-1 And P-2. The Operation Sequence Will Be As Under :B ) .P-1 & P-2 To Stop At L-1 C ) .P-1 To Start At L-2 D ) .P-2 To Start At L-3 ( At L-3 Both Pump Will Be Running ) Audible Alarm At L-4 ( 50 Mtr Range ) .E ) .Hooter For Annunciation ( Solid State Buzzer ) F ) .Where L-1 < L-2 < L-3 < L-4 ( Level Of Water In The Sump ) ( Probes / Sensors To Control Operation ) G ) .There Shall Be Selector Switch To Interchange The Starting Sequence Between P1 & P2. ( Selection Mode ) Important Features : Sump Pump Panel Shall Have Following Essential Features: R, Y, B Phase Indicating Lamps With Backup. Auto / Manual Selector Switch. Starter On / Off & High Level Indications, Digital Ammeters For Both Pumps. Mpcb With Inbuilt O / L & Spp, Dol Starter And Dry Run Protection Suitable For Motors And As Per Details Given Below : Incomer:1 No. Suitable Rated 35 Ka, Tp, Mpcb Without Inbuilt O / L & With 1No + 1Nc Auxiliary Contacts For Total 10 Hp Of Sump Pumps ( Both Pumps Working Simultaneously ) .Incomer Metering & PtS :415V / V3 / 110V / V3ptS, Cast Resin Type, 3 Phase For Metering & Indications, Suitable Rated 6A, Tp Mpcb Of The Fault Withstand Capacity As Of The Panel On The Primary Side Of Pt & Suitable Rated 6A, Tp Mcb On The Secondary Side Of Pt. 3 Nos. Cast Resin CtS Of Adequate Class, Burden & Ratio At The Incomer Metering.R, Y, B ( 110V Ac ) Led Lamp & On / Off Indications ( 110V Ac ) Led Type.Digital Vaf Meter At The Incomer ( 110V ) . Control Transformer & Control Circuiting For Starters / Contactors & Indication Lamps : A ) .1 No. 415V / 55-0-55Vcast Resin Dry Type Control Transformer Of Adequate Va Burden To Take Care Of Load Of All The Contactor Coils. B ) .Suitable Rated 6A, Dp, Mpcb Of The Fault Withstand Capacity As Of The Panel For Control Circuiting For Contactors Coils On The Primary Side Of Control Transformer & Suitable Rated 6A, Dp Mcb On The Secondary Side Of Control Transformer. ( Transformer With Primary Taps At ± 2.5%, ± 5%, 50 Hz, Centre Tap Earthed ) . C ) .110V Control Circuitingd ) .110V Control Supply Healthy Indication ( Led Type ) .E ) .Pt Of Adequate Burden Can Also Be Used For Powering Contactor Coils Of Starters And In That Case Control Transformer Can Be Eliminated. Bus Bars : 100A, Tp, Aluminium Bus Bars Of Required Capacity & Ka Rating With Heat Shrinkable Sleeves.Outgoings:Sump Pump Panel ( Upto 5.0Hp Motors ) : 2 Sets Suitable Rated 15 Ka, Tp, MpcbS With Inbuilt O / L Relay & Inbuilt Spp Features ( Site Adjustable ) & With 1No + 1Nc Auxiliary Contacts For 5Hp Each Sump Pump Motor & Each Set With The Following:A ) .Suitable Sized 3P Contactor With 2No + 2Nc Auxiliary Contacts B ) .On / Off / Trip Led Indications ( 110V ) C ) .On / Off Push Buttons D ) .2 Pole A / M Selector Switch For Bms Application E ) .Suitable Rated Single Cast Resin Ct For Metering On Y Phase, Class-1 Accuracy & Of Suitable Burden & Ratio. F ) . Digital Ammeter G ) .On / Off / Trip / A / M Potential Free Contacts For Bmsh ) .3 Nos. Suitable Water Level Controllers With Three Electrodes ( 110Ac ) The Sump Pump Control Panel Shall Be Complete With All Interconnections, Water Level Controllers & Sensors / Probes, Risers, Internal Wiring, Labels, Terminal Block Etc Complete As Required. 88 Sump Pump Panel ( For 7.5Hp To 10.0Hp Motor ) : A ) .It Shall Control Two Pumps P-1 And P-2. The Operation Sequence Will Be As Under :B ) .P-1 & P-2 To Stop At L-1 C ) .P-1 To Start At L-2 D ) .P-2 To Start At L-3 ( At L-3 Both Pump Will Be Running ) Audible Alarm At L-4 ( 50 Mtr Range ) .E ) .Hooter For Annunciation ( Solid State Buzzer ) F ) .Where L-1 < L-2 < L-3 < L-4 ( Level Of Water In The Sump ) ( Probes / Sensors To Control Operation ) G ) .There Shall Be Selector Switch To Interchange The Starting Sequence Between P1 & P2. ( Selection Mode ) Important Features : Sump Pump Panel Shall Have Following Essential Features: R, Y, B Phase Indicating Lamps With Backup. Auto / Manual Selector Switch. Starter On / Off & High Level Indications, Digital Ammeters For Both Pumps. Mpcb With Inbuilt O / L & Spp, Dol Starter And Dry Run Protection Suitable For Motors And As Per Details Given Below : Incomer:1 No. Suitable Rated 35 Ka, Tp, Mpcb Without Inbuilt O / L & With 1No + 1Nc Auxiliary Contacts For Total 10 Hp Of Sump Pumps ( Both Pumps Working Simultaneously ) .Incomer Metering & PtS :A ) .415V / V3 / 110V / V3ptS, Cast Resin Type, 3 Phase For Metering & Indications, Suitable Rated 6A, Tp Mpcb Of The Fault Withstand Capacity As Of The Panel On The Primary Side Of Pt & Suitable Rated 6A, Tp Mcb On The Secondary Side Of Pt. B ) .3 Nos. Cast Resin CtS Of Adequate Class, Burden & Ratio At The Incomer Metering.C ) .R, Y, B ( 110V Ac ) Led Lamp & On / Off Indications ( 110V Ac ) Led Type.D ) .Digital Vaf Meter At The Incomer ( 110V ) . Control Transformer & Control Circuiting For Starters / Contactors & Indication Lamps : A ) .1 No. 415V / 55-0-55Vcast Resin Dry Type Control Transformer Of Adequate Va Burden To Take Care Of Load Of All The Contactor Coils. B ) .Suitable Rated 6A, Dp, Mpcb Of The Fault Withstand Capacity As Of The Panel For Control Circuiting For Contactors Coils On The Primary Side Of Control Transformer & Suitable Rated 6A, Dp Mcb On The Secondary Side Of Control Transformer. ( Transformer With Primary Taps At ± 2.5%, ± 5%, 50 Hz, Centre Tap Earthed ) . C ) .110V Control Circuitingd ) .110V Control Supply Healthy Indication ( Led Type ) .Pt Of Adequate Burden Can Also Be Used For Powering Contactor Coils Of Starters And In That Case Control Transformer Can Be Eliminated. Bus Bars : 100A, Tp, Aluminium Bus Bars Of Required Capacity & Ka Rating With Heat Shrinkable Sleeves.Outgoings:Sump Pump Panel ( For7.5Hp To 10.0Hp Motor ) : 2 Sets Suitable Rated 15 Ka, Tp, MpcbS With Inbuilt O / L Relay & Inbuilt Spp Features ( Site Adjustable ) & With 1No + 1Nc Auxiliary Contacts For 5Hp Each Sump Pump Motor & Each Set With The Following:A ) .Suitable Sized 3P Contactor With 2No + 2Nc Auxiliary Contacts B ) .On / Off / Trip Led Indications ( 110V ) C ) .On / Off Push Buttons D ) .2 Pole A / M Selector Switch For Bms Application E ) .Suitable Rated Single Cast Resin Ct For Metering Oneach Phase Of Class-1 Accuracy & Of Suitable Burden & Ratio. F ) . Digital Ammeter G ) .On / Off / Trip / A / M Potential Free Contacts For Bmsh ) .3 Nos. Suitable Water Level Controllers With Three Electrodes ( 110Ac ) The Sump Pump Control Panel Shall Be Complete With All Interconnections, Water Level Controllers & Sensors / Probes, Risers, Internal Wiring, Labels, Terminal Block Etc Complete As Required. 89 Sewage Treatment Plant:Sewage Treatment Plant Based On Mbbr ( Moving Bed Bio Reactor ) Technology :Supply, Installation, Testing And Commissioning Of Package Type Pre-Fabricated Sewage Treatment Plant Based On Mbbr Technology ( Moving Bed Aerobic Bio-Reactor ) Of 65 Kld Capacity Including All Ms Structure, Mechanical, Electrical And Instrumentation Works As Per Technical Specification Mentioned In The Document. The Scope Shall Also Include To Provide The Ss Bar Screen In Grit Screen Chambers, Grease Separator, Primary & Secondary Treatment Of Waste Water, Air Blowers, All Necessary Interconnecting Piping & Valves, Pumps, Dmf And Acf Filters, Chlorinator, Ultravoilet Dis-Infection Unit, Mcc For Operation Of All Motors, All Inter Connecting Power And Control Wiring, Level Controllers & Other Controls, Ms Puddle Flange ( Hot Dip Galvanized After Fabrication ) , Inlet, Outlet, Overflow, Vent, Manhole Cover Etc, Completed In All Respect In Ready To Use And Easy To Transport Condition. ( The Entire System Tobe Installed Above Ground ) .A ) .Nature Of Effluent - Domestic Sewage From Toilets / Kitchen.B ) .Flow Rate - 65 Kld C ) .Sewage Incoming Characteristics D ) .Ph - 6.5 - 8.5 E ) .Bod5 - Upto 250 - 400 Mg / L F ) .S. Solid - 250 To 450 Mg / Lg ) .Cod 5 - Upto 600 Mg / L H ) .Oil & Grease - 50 Mg / L I ) .Effluent Discharge Standard After Treatment J ) .Ph - 6.5 - 7.5K ) .Bod5 - Less Than 10 Mg / L L ) .S. Solids - Less Than 10 Mg / L M ) .Cod - Less Than80 Mg / L N ) .Oil & Grease - Less Than 5 Mg / L Sewage Treatment Plant Shall Include The Following Items:A ) .Oil & Grease Chamber B ) . Sewage Equalization Tank C ) .Mbbr Tank ( Moving Bed Bio Reactor ) D ) .Tube Settling Tanke ) .Sludge Holding Tank F ) .Chlorine Contact Tank G ) .Filtration Through Mgf, Acf, Chlorinator & Uv Sterlizerh ) .Air Blowers, Pumps & Equipmenti ) .Filter Pressj ) .Piping, Valves Etc K ) .Electrical Panel & Cablingl ) .All Piping, Valves & Level Indicator / Controller Etc. Within Plant Room. Note: A ) .Contractor Shall Ensure Submission Of Detailed Civil General Arrangement Drawings ( Plan & Section ) , P & I ( Programming & Instrumentation ) Diagram, Schematic Diagram For The Above Mention Component & Additional Component Such As Inserts, Puddle Flanges, Vent Pipes Etc. If So Required For The Complete Working Of The Stp And Got It Approved By The Engineer In Charge. B ) .Only Plateform For Stp Plant Shall Be In The Scope Of The Owners. The Sewerage Treatment Contractor Shall Co-Ordinate, Supervise And Get All The Inserts Installed. All Supply Of Ms / Insert Plates Shall Be In The Scope Of The Sewerage Treatment Contractor.Supply, Installation, Testing & Commissioning Of 2 Nos Mild Steel 5Mm Frp Coatingperforated Corrugated Bar Screen With Vertical Grating Made By 3 Mm Thick Stainless Steel Plate, Spacing Of Plates 20 Mm C / C Both Sides With Suitable Lifting Arrangement ( Size 750 Mm Wide X 600 Mm High Approx ) C ) .Supply, Installation, Testing & Commissioning Of 2 Nos Mild Steel 5Mm Frp Coatingperforated Corrugated Bar Screen With Vertical Grating Made By 3 Mm Thick Stainless Steel Plate, Spacing Of Plates 20 Mm C / C Both Sides With Suitable Lifting Arrangement ( Size 750 Mm Wide X 600 Mm High Approx ) D ) .Supply, Installation, Testing And Commissioning Of The Following Tanks And Chambers In Hdpe / Pvc As Per Approved Drawings And Directions Of Engineer Incharge. The Cost Shall Include All The Required Mswalking Platform, Handrail, Staircase, Manhole Cover Etc. All Above Quoted With Minimum 10Mm M.S Tanks With 5Mm Frp Coating Protectiona ) .Mbbr Tank Of Capacity 25000 Litersb ) .Tube Settler Tank Of M Sc ) .Sludge Holding Tank Of Capacity 5000 Litresd ) .Chlorine Contact Tank Of Capacity 10000 Litrese ) .Treated Water Tank Of Capacity 15000 Litres Quoted With Minimum 10Mm M.S Tanks And All Above Item As Per Design Requirments ( No Extra Payment Shall Be Paid ) 90 Supply, Installation, Testing & Commissioning Of Horizontal Type Pumps, Having Cast Iron Body, C.I. Impeller & Shaft Connected To Tefc Motor For 415 Volts, 3 Phase, 50 Cycles A.C. Power Supply Withmechanical / Gland Seal. Protection Complete In All Respects Including Suction And Delivery Headers With Upvc Pipe Of Required Dia, Isolation Valves, Nrv & Pumps Shall Have Following Duty: A ) .Raw Sewage Transfer Pump ( Pumps To Be Suitable To Handle Solid Handling Capacity Upto 40 Mm Size ) Set Of Two Pumps ( 1 Working + 1 Standby ) Capacity - 2.5 Lps ( Required- 2.5M3 / Hr ) Head - 10-12 Mtr.H.P.-2 Hp Approx. 91 B ) .Submersible Sewage Lifting Pumpset Of Two Pumps ( 1 Working + 1 Standby ) Capacity - 1.5 Lpshead - 10-12 Mtr.H.P.-2 Hp Approx. ( Solid Handling Capacity Upto 40 Mm Size ) 92 Supply, Installation, Testing & Commissioning Of Electromagnetic Type Flow Meter At The Outlet Point Of Raw Sewage Transfer Pump Of 50 Mm Size Suitable For 0 - 15 Klh Flow. 93 Supply, Installation, Testing & Commissioning Of Twin Type Rotary Air Blower With Acoustic Encloser, Driven Through “V” Belt Or Directly Coupled Through Flexible Coupling To A Tefc Motor Of Suitable Hp Suitable For 415 ± 10% Volts, 3 Phase, 50 Cycles A / C Supply. Capable Of Delivering 70 Cum / Hr Of Free Air At 0.5 Kg / Cm2. 94 Supply, Installation, Testing & Commissioning Of Air Piping Shall Comprise Of Pipes Droppers / Laterals With Ms ( Epoxy Coated ) Header Complete With All Fittings Such As Tees, Crosses, Plugs, Sockets, Elbows, Reducers, Supports & Clamps, Puddle Flanges Etc Including Cutting Holes In Wall, Makes Chases In Wall And Making Good The Same. Contractor To Submit Detailed P&I Indicating Their Proposal. 95 Supply, Installation, Testing & Commissioning Of Fine Air Diffusers Capable Of Delivering 10-12 Cum / Hr In Mbbr Tank For Providing Areation. 96 Supply, Installation, Testing & Commissioning Of Coarse Air Diffusers Capable Of Delivering 3-6 Cum / Hr In Equalization Tank And Sludge Holding Tank For Providing Areation. 97 Supply, Installation, Testing And Commissioning Of High Surface Area @ 400 M2 / M3 At Least Ring Type Media To Be Used For Bacterial Growth Installed In Moving Bed Bio Reactor Tanks. 98 Supply, Installation, Testing And Commissioning Of Pvc Tube Deck Settling Media To Be Installed In Tube Settling Tank. The Media To Be Supported On Msep Frame With Baffle Plate & Overflow Launder. 99 Supply, Installation, Testing And Commissioning Of Single Stage Horizontal Centrifugal Self Priming Pump With With C.I Body, Bronze Impeller, Shaft Of Stainless Steel, Shaft Sleeve Of Chrome Steel And Delivery Casing In C.I With Mechanical Seal, Connected To A Tefc Inductionmotor Suitable For 415+ / - 10%Volts, 3Phase50 Cycles A.C. Supply With 150Mm Dia Pressure Gauge With Gunmetal Isolation Cock, Vibration Eliminating Pads Under Foundation, Sequence Running Controller, Dry Running Protection, 80X40 Mm I Section Base Plate Bolted To Cement Concrete Foundations Complete Includingisolation Valves, Nrv & Vibration Eliminators On Both Suction & Delivery Side Of Pumps .Vendor To Submit Performance Curves And Technical Catalogue Of The Proposed Model For Review And Information. A ) .Sludge Feed / Transfer Pump ( Pumps To Be Suitable To Handle Solid Handling Capacity Upto 8-10 Mm Size ) B ) .Set Of Two Pumps ( 1 Working + 1 Standby ) C ) . Capacity- 1.5 Lpsd ) .Head - 10.0 Mtr. E ) .H.P.-1.5 Hp Approx. 100 Supply, Installation, Testing And Commissioning Of Horizontal Centrifugal Pumping Set With Cast Iron Body, Bronze Impeller, Shaft Of Ss And C.I. Base & Head With Mechanical Seal, Connected To A Tefc Inductionmotor Suitable For 415 + / - 10%Volts, 3 Phase 50 Cycles A.C Supply With 150Mm Dia Pressure Gauge With Gunmetal Isolation Cock, Vibration Eliminating Pads Under Foundation, Dry Running Protection, 80X40 Mm I Section Base Plate Bolted To Cement Concrete Foundations Complete Including Isolation Valves, Vibration Eliminators On Both Suction & Delivery Side Of Pumps And Nrv On Delivery Side Of Pumps Vendor To Submit Performance Curves And Technical Catalogue Of The Proposed Model For Review And Information.A ) .Filter Feed Pumpsb.Set Of Two Pumps ( 1 Working + 1 Standby ) C ) .Capacity- 3.0 Lps ( Suggested And Quoted For 5000Lph ) D ) .Head - 30.0 Mtr.E ) .H.P.-3.0 Hp Approx. 101 Supply, Installation, Testing & Commissioning Of Vertical Self Supporting Filtration Unit Fabricated From Ms Sheet As Per Is: 2825 ( Minimum Thickness Of Shell 8 Mm And Dished Ends 10 Mm ) Pressure Gauges, Sample Cock, Gi Class C Face Piping, Ci Butterfly Valves And All Accessories, With Initial Charge Of Filter Media Including Anthracite, Painting Inside With Epoxy Paint And Outside With Two Coat Of Red Oxide Primer And Two Or More Coat Of Synthetic Enamel Paint, Testingand Commissioning Complete.A ) .Mulitgrade Pressure Sand Filtercapacity - 5000 Lph Filtration Rate -14000Lph / Sqm Filter Dia Approx. - 800 Mm Working Pressure: 3.0 Kg / Sqcm. Test Pressure : 4. 5 Kg / Sq Cm 102 B ) .Activated Carbon Filter Filtration Rate -14000Lph / Sqm Filter Dia Approx. - 800 Mm Working Pressure: 3.0 Kg / Sqcm.Test Pressure : 4. 5 Kg / Sq Cm 103 Supply, Installation, Testing & Commissioning Of Metering Pump Type Chemical Doser With 100 Lits. Pvc / Hdpe Solution Tank, Injection Fitting Assembly, Suction And Delivery Hose Upto The Point Of Injection, Capacity 0-6 Lph, Complete In All Respects. 104 Supply, Installation, Testing & Commissioning Of Ultravoilet Dis-Infection Unit. The Unit Shall Have Over 99.9 % Bacterial Reduction From Inlet To Outlet. The Dis-Infection Chamber Shall Be Constructed Of Ss 316L On All Welted Parts. The Uv Lamp Shall Be Of Low Pressure Mercury Vapour Type With Hard Glass Enclosure, The Sockets Shall Be Water Tight & Vibration Resistant. The Lamp Life Shall Be Rated For 6000 Hours. The Unit Shall Be Complete With Temperature Safety Control, Lamp Out Alert Circuit & Uv Radiometer With 4 – 20 Ma Output. The Uv Unit Shall Have With Reactor, Cabinet Housing, Cabinet Cooling, Treatment Chamber, Electrical Panel, Temperature Safety Control, Lampout Alert, Uv Radiometer Along With Uv Monitoring System And Uv Monitoring Readout Panel.The Uv Dosage Should Be > 60, 000 Uw – Sec / Sq.Cm. The Lamps Should Be Selected Based Upon The Flow Requirement Of Respective Unit.Flow Rate : 5 Cum / Hr 105 Supply, Installation, Testing & Commissioning Of All Pipings ( As Described Below ) And Isolation Control Valves Including All Necessary Fittings And Clamps, Supports, Hangers As Required I / C Cutting And Making Good The Walls Wherever Required Complete In All Respects For Making The System Complete.A ) .Gi : Submerged Air Piping ( We Suggest Upvc. Gi Is Never Used For Submerged Piping ) Ms Epoxy: Air Piping & Pumped Effluent Riser ( Non-Submerged ) Upvc : Interconnecting Pipe Line After Delivery Header Of Pump / Filtercontrollers With Low Voltage Relays, Stainless Steel Probes And Pvc Shroud, Control Cabling As Required Length. ( No Of Probes As Required For Function Of Each Controller ) . 106 B ) .Filter Feed Pumps To Cut Off Duty Pump On Low Water Level In The Chlorine Contact Tank And High Water Level In The Treated Water Tank And To Start Pump At Low Water Level In The Treated Water Tank. 107 Supply, Installation, Testing & Commissioning Of Filter Press Of Plate Size 18X 18X 12 Nos. Plate With Screw Feed Pumps Of 5 M3 / Hr @ 40 M Head Capacity ( 1 Working + 1 Standby ) Complete In All Respects. 108 Providing Installing Testing And Commissioning Of Ultra Filteration ( Uf ) System For Further Polishing Treated Effluent And Capable Of Producing 5, 000 Litre / Hour. The System Shall Be Complete With Uf Feed Pumps ( 1W+1S ) , Backwash Pumps ( 1W+1S ) , Cartridge Filters ( Fabricated| ) , Uf Membranes Flushing / Cleaning System Complete Instrumentation For Automation And Monitoring Rotameters Pressure Gauges Interconnecting Pipeword Electrical Cabling And Switchgear, All Complete Electrical Installation For Stp 109 Design, Fabrication, Assembling, Wiring, Supply, Installation, Testing And Commissioning Of Motor Control Centre Fabricated Out Of 14 Gauge Crca Sheet Steel. Cable Gland Plates Shall Be Provided On Top As Well As At The Bottom Of The Panels. Panels Shall Be Treated With All Anticorrosive Process Before Painting As Per Specifications With 2 Coats Of Red Oxide Primer And Final Approved Shade Of Powder Coated Paint. 2 Nos. Earthing Terminals Shall Be Provided For 3 Phase, 4 Wire, 50 Hz Supply System. Lifting Hooks Shall Also Be Provided In Case Of Large Panels. Approval Shall Be Taken For Each Panel Before Fabrication. Quoted Rates Shall Be Inclusive Of Cables ( In Accordance To Specification ) With Earthing From Panel To Each Motor / Equipment.Motor Control Centreincoming: A ) .200 Amps Tpn Mccb With The Following Accessories:B ) .0-500 Volts 96 X 96 Mm Square Electronic Voltmeter With Selector Switch Shall Be Protected By 2 Amps Tp Mcb. 1 Set.C ) .0-100 Volts 96 X 96 Mm Square Electronic Voltmeter With Selector Switch And Shall Be 100. / 5 Amps 10 Va Cl: Cts. 1 Set. D ) .Pharse Indicating Lamps Shall Be Protected By 2 Amp Sp Mcb 3 Sets. Bus Bar:A ) .200 Amps Tpn ( 15 Ka ) Copper Bus Bar With Heat Shrinkable Insulation Sleeves.Outgoing; A ) .10 Nos. Of 25 Amp Capacity Tpn Mcb With 10 Nos. Dol Starters And Out Going Feeders To All The Pumps Etc. ( Including Standbies ) . Each Compartment Shall Contain Auto / Manual Selector Switch Andindicating Lamp With Mcb’S For ‘On / Off / Trip’ Status Of Motor B ) .Spare 25 Amps TpnmcbS2 Nos. C ) .Spare 32 Amps TpnmcbS2 Nos. D ) .Necessary Cable Alleys, Internal / Cabling, Wiring, Cabling From Mcc To Various Pumps / Equipment And Interlocking, Earthing For All Equipment Shall Also Included Mcc For All Stp Equipments / Pumps As Described Above.Notes : A ) .All Mccbs / Mcbs Shall Be Of 15 Ka Breaking Capacity And Suitable For Motor Duty Application.B ) .All Motor Starters Shall Be Provided With Automatic Level Controller. C ) .Dol Starters Shall Be Used For Motors Below 10Hp And Star-Delta Starters For Other Motors . Motor Control Centre Incoming 200 Amps Tpn Mccb With The Following Accessories:0-500 Volts 96 X 96 Mm Square Electronic Voltmeter With Selector Switch Shall Be Protected By 2 Amps Tp Mcb. 1 Set.0-100 Volts 96 X 96 Mm Square Electronic Voltmeter With Selector Switch And Shall Be 100. / 5 Amps 10 Va Cl: Cts. 1 Set.Phase Indicating Lamps Shall Be Protected By 2 Amp Sp Mcb 3 Sets.Bus Bar 200 Amps Tpn ( 15 Ka ) Copper Bus Bar With Heat Shrinkable Insulation Sleeves.Outgoing10 Nos. Of 25 Amp Capacity Tpn Mcb With 10 Nos. Dol Starters And Out Going Feeders To All The Pumps Etc. ( Including Standbies ) . Each Compartment Shall Contain Auto / Manual Selector Switch Andindicating Lamp With Mcb’S For‘On / Off / Trip’ Status Of Motorspare 25 Amps TpnmcbS2 Nos. Spare 32 Amps TpnmcbS2 Nos. Necessary Cable Alleys, Internal / Cabling, Wiring, Cabling From Mcc To Various Pumps / Equipment And Interlocking, Earthing For All Equipment Shall Also Included Notes : All Mccbs / Mcbs Shall Be Of 15 Ka Breaking Capacity And Suitable For Motor Duty Application.All Motor Starters Shall Be Provided With Automatic Level Controller.Dol Starters Shall Be Used For Motors Below 10Hp And Star-Delta Starters For Other Motors .Provision Shall Be Made For Providing Potential Free Contacts To All Pumps Starters.Mcc For All Stp Equipments / Pumps As Described Above. Sub Total Of Part A 110 Part B ( O & M Cost ) ( For 5 Years ( 60 Months ) From Final Handing Over Of All Works. ) ( Optional ) Trained Operator To Operate The Stp Round The Clockincluding Operator And Regular Visit Of Supervisor. Perannum Including All Charges Like Amc , Monthly Charges Of Water Analysis And All Consumables Etc Included. Sub Total Of Part B ( Rate Only ) 111 Part:C Providing & Laying Upvc Pressure Pipes Of 6 Kg / Sq.Cm Pressure Rating Class 3 ( Is : 4985-2000 ) Including Fittings, Tees, Bends, Clamps, Coupling And Adaptors Supports, And Jointing With Solvent Joint, Testing And Necessary Earth Work In Excavation, Backfilling, Disposal Of Surplus Earth With A Lead Up To 100M Complete, Compaction And Consolidation Including Sand Bedding All Around Upvc Pipe & Fittings And Thrust Blocks At Bends As Per Standard Design.200Od 112 Constructing Rccchamber Of Holding Capacity 10 M3 With Grade Of M25 Including Cost Of Centering , Shuttering & Pcc Below Foundation In 1: 5:10 & 75 Mm Thick And Inside Chamber Of 75Mm Thick As Per Standard Design Including Inside Plastering With Cement Mortar 1:6 ( 1 Cement :6 Coarse Sand ) 12 Mm Thick Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design .Rate To Include Cost Of Reinforcement , Excavation And Filling Of Earth. Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. The Contractor Has To Detect Different Unilities Like Sewer Line , Water Supply Line , Electrical Cable , Telephone Cable , Gas Pipe Line Etc. Using Utility Detecting Machine Before Start Of Excavation And Shall Start Excavation Only After Getting Permission Of Engineer In Charge.All Kinds Of Soil.Depth Upto 1.5M From Existing Ground Level 113 B ) Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 114 Providing & Laying Cement Concrete - All Works Upto Plinth Level : C ) 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 115 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge. ( Note :- Cement Content Considered In This Item Is @ 330 Kg / Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately ) . A ) Uptoplinth 116 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.B ) Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 117 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : C ) Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 118 D ) Suspended Floors, Roofs, Landings, Balconies And Access Platform 119 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 10 In Foundation And Plinth In: A ) Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) For 230Mm Thick Brick Work 120 B ) 12 Mm Cement Plaster Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) 121 C ) 15 Mm Cement Plaster On Rough Side Of Single Orbrick Wall Of Mix:1:4 ( 1 Cement: 4 Fine Sand ) 122 D ) 6 Mm Cement Plaster Of Mix :1:3 ( 1 Cement : 3 Fine Sand ) 123 Designing, Preparation Of Shop Drawings, Supplying, Erection, Testing, Commissioning Of All Mechanical, Electrical And Other Components Including Getting Approval Of Successful Test Results From Approved / Authorized Agency From Pollution & Environmental Authorities, Operating & Maintaining Upto Successful Commissioning, For 5 M3 / Day Capacity Sewage Treatment Plant Sewage Treatment Plant Near Workshop Area ( Complete System To Be Compact Type, Skid-Mounted / Cabinet Enclosed, As Per Detailed Shop Drawings To Be Approved ) Suprime / Sintex Maketotal C / F To Summary 124 R.O Water Treatmentplant: Supply, Installation, Testing And Commissioning Of R.O. Plant Capacity Of 750 Lph ( Complete System To Be Compact Type, Skid-Mounted / Cabinet Enclosed, As Per Detailed Shop Drawings To Be Approved ) For The Following Parameters And Consisting Of ( But Not Limited To ) The Following Main Components:- ( I ) Inlet Quantity : As Per Detailing ( Ii ) Output Quantity : 750 Lph ( Iii ) Inlet Tds : 600 Ppm ( Iv ) Outlet Tds : 75 Ppm ( V ) Inlet Hardness : 350 Ppm ) ( Vi ) Outlet Hardness : 50 Ppm ) Raw Water Pumps Of Horizontal, Centrifugal Type Suitable For A Flow Rate Of 1500 Lph At 25M Head. The Pump Construction Shall Be Of Ss-304 & Impeller Shall Be Also Ss-304. The Motor Shall Be Tefc Suitable For A Supply Of 415V / 3-Phase / 50Hz Supply. The Pump Shall Be Supplied Complete With Base Channel Coupling Foundations, Bolts, Pressure Gauge At Inlet And Outlet Of Each Pump. -- 2 Nos. ( 1W+1S ) Special Antiscalant Dosing System Consisting Of One Hdpe Tank Of 100 Litre Capacity With A Positive Displacement Diaphragm Dosing Pump Having Variable Flowrate Of 0-6 Lph. The Motor Shall Be Suitable For Operation At 240V / Single Phase / 50Hz Supply. The Pump Shall Be Supplied Complete With Necessary Polypropylene Piping, Valves, Strainers & Injection Fittings. -- 1 Set Micron Cartridge Filter Suitable For A Flowrate Of 1500 Lph To Achieve Particle Filtration Of Less Than 5 Microns. The Unit Shall Be Supplied Complete With Inlet And Outlet Branches Removal Cap For Replacement Of Element, Inlet And Outlet Pressure Indicators. ( One For The Pressure Treatment & Other For Cip System ) Moc: Polypropylene -- 2 Sets R.O High Pressure Feed Pumps Of Vertical, Multistage Centrifugal Type Suitable For A Flowrate Of2000 Lph At 14 Kg / Sq.Cm. The Pump Construction Shall Be Of Ss-316-L & Impeller Shall Be Also Ss-316-L. The Motor Shall Be Of Tefc Suitable For A Supply Of 415V / 3 Phase / 50 Hz Supply. The Pump Shall Be Supplied Complete With Base Channel Coupling Foundation, Bolt, Pressure Gauge At Inlet And Outlet Of Each Pump.- 2 Nos.R.O. Modules Made Out Of Spiral Wound Thin Film Composite Suitable To Withstand Pressure Of 20Kg / Sq.Cm. Suitable Bspt / Npt Connections Shall Be Used For Connecting Feed & Reject Ends. The Modules Shall Be Supplied Complete With All Necessary Instrumentation, Valves For Sampling, Drain, Reject & Permeate, Epoxy-Coated Structural Steel Bases And Supports, As Per Following System Capacity Requirements: ( I ) Total Net Treated Water Output Of System = 750 Lph ( Ii ) System Recovery= 50 - 60 % ( Iii ) Filtration Area Per Membrane = 85 Sq.Ft. ( Iv ) Number Of Membranes = The Total Number Of Membranes Required Shall Beas Per Requirements, Supported By Calculations From The Vendor. Centralised Plc Control Panelalong With Touch-Screen Digitial Display Board Along With All Digital Sensors For Tds & Flow, Made Out Of Crca Sheet Min. 2Mm Thick Having Main Contactors For All Pumps ( Listed Above ) Including Spp, 3 Phase Thermal Overload Relay. The Control Panel For Monitoring And Control Of P.O. System Shall Include All Required Signal Lamps, Hrc Fuses, Annunciation Box With Hooter. All Control And Power Cabling Along With Double Earthing Between The Panel Shall Be Included In The Scope Of Supply Of The Contractor. An Emergency Stop Push Button Shall Be Provided In The Panel. The Mcc Panel Shall Have The Following Interlocks:- I ) High Pressure Pump Unit Trip In Case Of Low Suction Pressure. Ii ) High Pressure Pump Unit Trip In Case Of High Discharge Pressure.Iii ) Special Anti-Scalant Dosing Pump Trips In Case High Pressure Pump Trips And Vice Versa.Iv ) High Pressure Pump Trip In Case Of High Conductivity In Permeate.V ) Shc Dosing Pump Trips Incase High Pressure Pump Trips And Vice Versa. Vi ) Orp With Dump Valve.-- 1 Seti ) First Fill Of All Chemicals And Lubricants To Commission And Operate The Plants. --1Lotj ) All Interconnecting Piping Work With Valves:- I ) Low Pressure Side Till R.O. Feed Water Pump. Piping Shall Be Of Extra Strong Pvc And All Valves Shall Be Of Extra Strong Pvc And All Valves Shall Be Pvc Ball Valves. -- 1 Lotii ) High Pressure Side Piping From The R.O. High Pressure Pumps To The Reject Stream Control Valves Shall Be Of Ss - 304 Using All Ss Fittings Ball Valves Of Suitable Pressure Rating Shall Be Used Till 25 Mm Size, Above 25 Mm, Flanged Globe / Wafer Butterfly Valves In Ss Construction Shall Be Used. Rejects Pressure Control Valves Shall Be Globe Valve And Feed Flow Control Valve Shall Be Of Ss-304. -- Lotiii ) Before Procurement Of Material Contractor Should Be Get Technical Approval From Consultants. ( All For Above From A To J Complete ) 125 R.O Water Storage Complete 316 Stainless Steel Treated Water Storage Tank ( Double Wall ) Of Capacity 2000 Litres Including All Inlet / Outlet Connections, Accessories, Valves, Double Seal Manhole Covers, Insulation Etc.The Stainless Steel Tank Must Be Ozone Resistant And To Be Used As Ozone Contact Tank. Fabrication To Be Done As Per Approved Shop Drawing. ( Make :Nector ) 126 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflowpipes But Without Fittings And The Base Support For Tank.. 127 Activated Carbon Filter ( Automatic Type For Online Installation Before The Micron Filters ) Suitable For A Flow Rate Of 1500 Lph. The Material Of Construction Shall Be Composite Frp. The Unit Shall Be Supplied Complete With Multi-Port Valves, Inlet And Outlet Branches Removal Caps Of Replacement Of Elements Inlet And Outlet Pressure Indicators. -- 1 Set 128 Hydropneumatic System For R.O Supply Providing Fixing And Commissioning Suitable Complete Composite Hydropneumatic System Consisting Ofhorizontal / Vertical Multistage Centrifugal Pump Having Stainless Steel Impellers, Stainlesssteel Shaft, Stainless Housing And Single Mechanical Seal And Pressurised Tankof Required Specifications And Of Non-Toxic Rubber Diaphragm, Complete With All Accessories Including Pressure Switch, Pressure Gauge And Electrical Panel With All Necessary Protection And Operational Devices I.E Alternate Pumping Operation And Shut Off During Dry Running Conditions Etc., And Inclusive Of Ss 316 Suction And Delivery Manifold Of Required Size With Non-Return Valve And Ball Valveand Withsuitableelectrical Motor To Be Operated On 210 / 220 Or 400 / 440 Volt 50 Cycle Suitable For Following Duty And With Total No. Of Pumps - 2 Nos. ( 1 Working+ 1 Standby ) Complete With The Approval Of Engineer-In-Charge.- Before Procurement Of Material Contractor Should Be Get Technical Approval From Consultants.A ) Discharge:150 Lpmb ) Head:45 M C ) App. Capacity Of Thevessel ( Frp ) : As Requiredtotal C / O To Summary 129 Hot Waterboilers And Other Related Accessories Electrical Hot Water Generators System With Solar Back Up.Hot Water Mixing Storage Tank ( 2 Sets For Club And Benquet Hall ) Supply, Installation, Testing And Commissioningof Solarwater Heating System Capable Of Generating 7500Lpd Of Hot Water Per Day At 60 Oc Along Withinsulated Horizontalhot Watermixing Tank Capacityand Design Code I.S: 2825 Fabricatedof 6 Mm Thick S.S. 304Plateand 10 Mmthickdishedend And Nozzles Complete With Inlet, Cold Waterinlet / Outlet Chain Connection Withflanges, Manhole With Bolted Cover With 72 Kw Electrical Back Up Along With Control Panels . Tankshall Beinsulated With 50 Mm Thickresin Bondedfibre Glass ( Density 24 Kg / Cum ) And Covered With500gpolythene Sheetand 24 Gauge Aluminumsheet Cladding Giving Proper Overlaps And Sealing The Joints With Suitable Adhesive Compound, Including The Following Additional Accessories / Specifications:Working Pressure : 7.5 Kg / Cm²i ) Safety Valveii ) Dial Type Thermometer Iii ) Thermowell For Thermostat Elements Cold Water Inlet Valve 80 Mm Dia Check Valve In Cold Water Inlet 80 Mm Dia.Hot Water Inlet / Outletsecondary Side 50 Mm Dia Valve Plate Type Heat Exchanger Compleate With Pumps Required Specification.Hot Water Outlet Connection Valve To System 100Mm Diaplate Type Heat Exchanger Compleate With Pumps Required Specification.Hot Water Outlet Connection Valve To System 100Mm Dia Hot Water Return Inlet 65 Mm Dia Drain Valve 50 Mm Diaair Release Valve 25Mm Diahot Water Return Nrv 65 Mm Dia Solar Pre Heating Working Inlet 80 Mm Dia Butterfly Valvesolar Pre Heating Working Inlet 80 Mm Dia Nrv Electrical Control Panel As Per Approved Apecification Temp. Controller 130 Hot Water Returnpumps For Domestic Waterprovidingand Fixing Horizontal Multistage Centrifugal Pumping Set With Stainless Steel Ss-304 Stage Casing And Ss-304 Impellers With Stainless Steel Ss-304 Shaft As Per Iec Standards Andss - 304 Suction & Discharge Casing, Connected To Tefc Ventilated Induction Motor Of 2 Pole, 2900 Rpm, Suitable For 400 / 440 V Phase, 50 Hz A.C. Supply With Pressure Gauge And With Gunmetal Isolation Cocks, Vibrationelimination Pads Etc. Complete With Base And Frame, Nuts & Bolts And Necessary Rcc Foundations As Per Requirement As Per Instructions And Pump Shall Follow Following Dutynos : 2 ( 1 W +1 S ) Capacity: App.100 Lpm Head :15 M 131 Solar Hot Water Re-Curculation Pumps : Providingand Fixing Horizontal Multistage Centrifugal Pumping Set With Stainless Steel Ss-304 Stage Casing And Ss-304 Impellers With Stainless Steel Ss-304 Shaft As Per Iec Standards Andss - 304 Suction & Discharge Casing, Connected To Tefc Ventilated Induction Motor Of 2 Pole, 2900 Rpm, Suitable For 400 / 440 V Phase, 50 Hz A.C. Supply With Pressure Gauge And With Gunmetal Isolation Cocks, Vibrationelimination Pads Etc. Complete With Base And Frame, Nuts & Bolts And Necessary Rcc Foundations As Per Requirement As Per Instructions And Pump Shall Follow Following Duty Nos : 2 ( 1 W +1 S ) Capacity: App100 Lpm Head :55 M 132 Electrical Panel Providing Motor Control Centres Fabricated From 16 Gauges M.S. Sheet With Powder Coated Finish. The Control Panels Should Be Comparable With H.P. Of The Motor As Specified.For Hot Water , Steam Genration Systemshot Water Recuculation Pumps, Hot Water Supply Pumps Condensate Pumps Etc.A ) One Incoming Main Isolation Mccb Of Required Rating.B ) Fully Taped Aluminum Bus Bar Ofrequiredcapacity In A Separate Bus Bar Chamber.C ) Isolation Switch Units With Mccbof Required Rating, For Each Unit.D ) Fully Automatic Dol Starter With Pushbutton And On / Off Indicating Lights For Each Unit, For Following Requirements:I ) Hot Water Boilers 2 Nos. Of Required 74 Kw Eachii ) Hot Water Re-Circulation Pumps 2 Nos. ( 1 Working+ 1 Stand By ) Of Required Hp Iii ) Solar Hot Water Recirculation Pumps 2 Nos. ( 1 Working+ 1 Stand By ) Of Required Hpiv ) One No. Spare Feeder Required 5 Hprotary Switches For Auto / Manual On / Off Operations For Each Unit.Rotary Duty Selector Switches.Panel Type Voltmeter 150Mm With Rotary Selector Switch For Reading Voltage Between Phases.Neon Phases Indicating Lights On The Incoming Mains. Single Phasepreventorfor Each Motor. Ct Operated Relayall Internal Wiring Colour Coded From Incoming Mains To Various Switchgear, Starter, Meter, Indicating Lamp And Bus Bar. All The Cable Entry To The Panel Shall Be From The Top. ( All For Above From Item ( A ) To ( L ) Complete Set ) . ( The Shop Drawing To Be Preparedand Approved Before Fabrication ) Total C / O To Summary 133 Swimming Pool Filteration System Recirculation Pumps Main Pool + Jacuzziarea : 550 M2 X 1.2 M Balancing Tank : 60 M3total Pool Volume : 660 M3 + 60 M3 = 720 M3filtration Flow Rate : 180M3 / Hr Filtration Plant With Pumpsupply, Instalation, Testing & Commissioning Of Bobbin Wound Side Mount Sand Filter Manufactured With Fiber Glass And Polyester Resin, Uv Resistance Surface, Fitted With Collector Arms And Diffuser Made From Unplasticised Pvc And Polypropylenewith Lid In Polyester Resin And Fibre Glass, Manual Air Purgeand 4 Pvc Flanged Connection For Inlet And Outlet, Pressure Gauge, Water Drain / Empty Drain For Filter Etc.Complete In All Respects. Including Corse & Fine Silica Sand Media For Filterapx. 7200Kgcapacity 60000 Ltrs / Hrdesign @30000 Ltrs / Sqm / Hr.Diameter1600 Mm Working Pressure4.0 Kg / Cm² 134 Valve Battery Valve Battery Manifold Made In Pvc With Flanges For Connecting To Filters Consists Of Set Of 5 - Buttterfly Valves For Carrying Out Filtration, Back-Washing, Rinsing And Shut Down Of The Filters. Size : 4 Inchsupply, Instalation, Testing & Commissioning Of Self Primingpumps With Ci Body, In Built Ci Strainer Basket, Impeller In Ci / Bronge, Motor Shaft In Stainless Steel Aisi-420, Mechanical Seal In Sic - Sic / Carbon - Ceramic, Motor Housing In Aluminium, Withmotor -2850Rpm, F Class Insulation, Protection Ip-55. ( 3W+1S ) 135 Supply, Instalation, Testing & Commissioning Of Self Primingpumps With Ci Body, In Built Ci Strainer Basket, Impeller In Ci / Bronge, Motor Shaft In Stainless Steel Aisi-420, Mechanical Seal In Sic - Sic / Carbon - Ceramic, Motor Housing In Aluminium, Withmotor -2850Rpm, F Class Insulation, Protection Ip-55. ( 3W+1S ) Capacity60000 Ltrs / Hrhead 16 Mtrhp 7.5, Three Phase 136 Swimming Pool U.V. Sterlizersupply, Instalation, Testing & Commissioning Of U.V. Sterlizer With S.S. Housing Outside, U.V. Lamp, Glass Tube And All Other Accessories With Cleaning Arrangement, Supports, Inlet Outlet Connection With Bypass Arrangement Including S.S. Cabinet With Glass Door Of Suitable Size To House The U.V. Sterlizer Complete With Required Accessories. Flow Rate = 60000 Ltr / Hrworking Pressure = 4.0 Kg / Sqm Uv Lamp Wattage = 400 W 137 Dosing Pumpsupply, Instalation, Testing & Commissioning Of Chemical Dosing Pumpfor Chlorination With 200 Ltrs. Sintex Tank And Accessories Capacity0-20 Litres / Hr.Head35 M 138 Stainless Steel Drain Supply, Instalation, Testing & Commissioning Ofstainless Steel Drain Grating Plate Made Out Of 316 Quality S S Plates With Suitable Supporting Frame And Of Following Sizes And Having Holes Of Required Size For Drainout Chamber.Size 400X400 Mm 139 Inlet Nozzlesupply, Instalation, Testing & Commissioning Of Flow Adjastable Abs Inlet Nozzles Uv Treated With S.S. Screws To Fit In The 2 Pvc Pipes 140 Suction Inlets ( Vacuum Points ) Supply, Instalation, Testing & Commissioning Of Abs White Plastic Suction Port / Vacuum Nozzle With 2 Inch Solvent Cement Connection 141 Supply, Instalation, Testing & Commissioning Of Stainless Laddersteel 316 Ladders, Width: 500Mm Wide, Handrails Dia 43Mm Stainless Steel, Non-Slip Stepsprovided With Anchoring Socket.A ) 3 Step Standard Ladder With Anti-Skid Steps 142 B ) 4 Step Standard Ladder With Anti-Skid Steps 143 Underwater Led Lights Supply, Instalation, Testing & Commissioning Of 12Volt 54 W Under Water Stainless Steel 316L Led Light Fixture ( Ip 68 ) Including All Required Assessories & Making Connection As Required. With 2 Mtr Power Cord. 144 Power Supply Supply, Instalation, Testing & Commissioning Oftransformer For Led Lights 12V Dc, 30 Amp 145 Deck Box Supply, Instalation, Testing & Commissioning Of Abs White Plastic Deck. 146 Cleaning Accessories A ) Extensivetelescopic Handle, ( 2.4 - 4.8 ) Metres Long &1.1Mm Thick For Cleaning Attachment In Anodized Almunium. 147 B ) Transparent Blue Polyethylene Hose 40Mm ( 1-1 / 2 ) Dia 30 M Length. 148 C ) Surface Net Skimmer Made In Polypropylne 149 D ) Deep Bag Net Skimmer Made In Polypropylne 150 E ) Curved Polybristle Wall Brush 450 Mm 151 F ) Test Kit For Ph And Chlorine. 152 G ) Hi-Grade Stainless Steel Algae Brush - 10 153 H ) Vacuum Head With Ss-Body, 1 1 / 2 Connection Size 900 Mm Long 154 I ) Deluxe Large Vacuum Head With 4 Wheels, Alu-Body, Plastic Handle, 1 1 / 2 Connection Size 445X130 Mm 155 J ) Polybristle Wall Brush 10 ( 26Cm ) 156 K ) Chemical Tcca 90 ( 50 Kg. ) & Alum ( 30 Kg. ) 157 L ) Nylon Rope 158 Upvc Pipesproviding And Fixing Upvc Pressure Pipes ( 10Kg / Cm2 ) With Plain Socket Suitable For Solvent Cement Jointing Conforming To Is:4985 / 2000 & Fittings Conforming To Is 7834 / 87.Cut To Required Lengths Including All Necessary Fittings And Specials Such As Bends, Tees, Unions, Reducers, Flanges And Plugs Etc. The Pipes & Fittings Shall Be Tested To A Pressure Of 10 Kg / Sq.Cm.A ) 32 Mm Dia 159 B ) 50 Mm Dia 160 C ) 63 Mm Dia 161 D ) 75 Mm Dia 162 E ) 90 Mm Dia 163 F ) 110 Mm Dia 164 G ) 160 Mm Dia 165 H ) 200 Mm Dia 166 I ) 250 Mm Dia 167 Ball Valveproviding And Fixing Pvc Lever Operated Ball Valve Of Full Flow With Setting And Gland Of Superior Quality Having Minimum Working Pressure Of 10 Kg / Cm2 With Union, Flanges Where As Required.A ) 32Mm Dia 168 40Mm Dia ( Rate Only ) 169 50Mm Dia ( Rate Only ) 170 63Mm Dia 171 75Mm Dia ( Rate Only ) 172 90Mm Dia ( Rate Only ) 173 Butterfly Valve Providing And Fixing Upvc Butterfly Valves. Tested To A Pressure Not Less Than10 Kg / Sq.Cm. Including Rubber Gasket, Flanges, Nuts, Bolts, Washers Complete As Required. A ) 90 Mm Dia 174 B ) 110 Mm Dia 175 C ) 160 Mm Dia 176 D ) 200 Mm Dia 177 E ) 250 Mm Dia 178 Non Return Valveproviding And Fixing Pvc Ball Type Or Spring Loaded Non Return Valve With Setting And Gland Of Superior Quality Having Minimum Working Pressure Of 10 Kg / Cm2 With Union, Flanges Where As Required.A ) 50Mm Dia 179 B ) 63Mm Dia 180 C ) 75Mm Dia 181 Providing And Fixing Of Upvc Wafer Check Valve Non-Return Valves ( Pn 10 ) Complete With Matching Flanges, Rubber Insertion, Nuts, Bolts And Washer Etc. Of Following Sizes.A ) 75Mm Dia 182 B ) 90 Mm Dia 183 C ) 110 Mm Dia 184 D ) 160 Mm Dia 185 E ) 200 Mm Dia 186 F ) 250 Mm Dia 187 Puddles Sleevesupply & Fixing Of Following Sizes Of Heavy Duty Pvc Puddle Flanges ( Upvc Pipe ( 10 Kg / Cm2 ) Fixed With Flanges, Length 400 To 600 Mm Length ) On The Wall Of Plantroom, Balancing Tank And The Water Body Walls & Slab ( As Required ) . To Be Laid In Between The Steel Reinforcement Before Rcc. Does Not Include Any Civil Work. A ) 32 Mm Dia 188 C ) 50 Mm Dia 189 D ) 63 Mm Dia 190 E ) 75 Mm Dia 191 F ) 90 Mm Dia 192 G ) 110 Mm Dia 193 H ) 160 Mm Dia 194 I ) 200 Mm Dia 195 J ) 250 Mm Dia 196 Supply, Laying, Testing And Commissioning Of Ss 304 Grade 300Mm Dia Pump Suction Header With 2 Nos 200Mm Dia Flange Connection For Balancing Tank To Pump Suction Header, 1 No. 90 Mm Dia Flange Connection For Vacuum Pipe & 1 No. 200 Mm Dia Flange Connection For Pool Drain Pipe & 4No. 200Mm Dia & 2 No. 160Mm Diaflange Connection For Pump Suction. 197 Supply, Laying, Testing And Commissioning Of Ss 304 Grade 200Mm Dia Pump Delivery Header With 1 Nos 200Mm Dia Flange Connection For Filter Inlet Header, 1 No. 160 Mm Dia Flange Connection For Drain Pipe & 4 No. 160Mm Dia Flange Connection For Pump Delivery. 198 Supply, Laying, Testing And Commissioning Of Following Size Pvc Insulated Sheathed Copperconductor 1100 V Grade Unarmoured Cable With Required Size Of Sleeves Complete As Required. A ) 4 X 16 Sq.Mm 199 C ) 4 X 6 Sq.Mm ( Rate Only ) 200 D ) 4 X 4 Sq.Mm ( Rate Only ) 201 E ) 4 X 2.5 Sq.Mm 202 F ) 4 X 1.5 Sq.Mm ( Rate Only ) 203 G ) 3 X 6 Sq.Mm ( Rate Only ) 204 H ) 3 X 4 Sq.Mm 205 I ) 3 X 2.5 Sq.Mm ( Rate Only ) 206 J ) 3 X 1.5 Sq.Mm ( Rate Only ) 207 K ) 2 X 6 Sq.Mm 208 L ) 2 X 4 Sq.Mm ( Rate Only ) 209 M ) 2 X 2.5 Sq.Mm 210 N ) 2 X 1.5 Sq.Mm 211 Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In 6 Gauge Gi Wire Recess For Loop Earthing As Required. 212 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. A ) 300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 213 B ) 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 214 Providing & Fixing M.S. Structural Work Fabricated From Standard Section E.G. M.S Rounds, Angles, Channels, Plates Including Cutting To Size, Drilling, Welding Fixing And Welding To Insert Plates In Rcc Structural Members As Directed By Engineer-In-Charge Including Cutting And Making Good The Walls, Ceilings And Floors ( For Pipe Supports, Clamps Etc. ) 215 Electrical Control Panel Supply, Installation, Testing And Commissioning Of Following Swimming Pool Panel 415 V, 1 / 3 Phase And 50 Hz Power Distribution System. Thepanel Shall Be Free Standing Floor Mounting Sheet Metal Enclosed Dust And Vermin Proof Confirming To Ip-54, Compartmentalized Design Fabricated Out Of 16 Swg Sheet Steel, Painting Earthing Numbering, Danger Plate As Per Specifications And Drawings. Flush Front With Aluminium Busbars, Seperate Earth Bus Bars To Be Provided Throughout The Length Of The Panel The Incoming And Outgoing Feeder Breakers, Fuses, Indicating Lamps Etc Shall Be Accomadated In A Modular Multilier Arrangement. The Panel Shall Be Powder Coated Through 9 Tank Process. Adequate Size Cable Alley Shall Be Provided Forcable Termination.The Outgoing Feeders Inside Shall Be Connected Through Bus Bars / Flexible Cable Links. Incoming: One ( 1 ) No. 200A Tp 25 Ka Mccb With Thermomagnetic Digital Flush Mounted 0-200A Ammeter With 3 Way And Off Selection Switch With 3 Nos. 200 / 5 Amp Ct. 1 Set ( 3 Nos. ) Of Phase Indication Lamps 200A 25 Ka Tpn Aluminium Bus Bar. It Shall Be Insulated With Heat Shrinkable Sleeves And Shall Be Color Coded. Outgoing: Recirculation Pumpsix ( 6 ) Nos. Star Delta Starter Complete With Separate Single Phasing Protection Feature. On / Off Indicating Lamps, Relay, Contractors, Start / Stop Push Button, Auto / Manual Selector Switch, Sufficient Nos Of Potential Free Spare Contacts, Etc For Suitable Hp3 Nos. 6Amp Dp Mcb Of Suitable Rating With Correct Thermal Range Suitable For Chemical Dosing3 Nos. Toggle Switch For Doser3 Nos. 6Amp Dp Mcb Of Suitable Rating With Correct Thermal Range Suitable For Uv 3 Nos. Toggle Switch For Uv 1 Nos.16Amp Dp Mcb Of Suitable Rating With Correct Thermal Range Suitable For Underwater Lights 1 Nos. Toggle Switch For Led Pool Lightstotal C / O To Summary 216 Entry Water Bodypressure Sand Filtersupply, Instalation, Testing & Commissioning Of Bobbin Wound Top Mount Sand Filter Manufactured With Fiber Glass And Polyester Resin, Uv Resistance Surface, Non Corrosive Material, Complete With 6-Way 2 Multiport Valve With Filter Connection / Inter-Connecting Piping, Pressure Gauge, Water Drain / Empty Drain For Filter.Including Corse & Fine Sand Media For Filter As Per Approved Calculation Capacity15000 Ltrs / Hr Design @35000Ltrs / Sqm / Hr. Diameter750 Mm 217 Filter Re-Circulation Pumpsupply, Instalation, Testing & Commissioning Of Self Primingpumps With Plastic Body, In Built Strainer Basket, Impeller In Ppo, Motor Shaft In Stainless Steel Aisi-420, Mechanical Seal In Sic / Graphite And Steatite, Motor Housing In Aluminium, Withmotor -2800Rpm, F Class Insulation, Protection Ip-55. ( 1W+1S ) Capacity15000 Ltrs / Hr Head 12 Mtrhp 2.0, Three Phase 218 Fountain Re-Circulation Pump Single Stage High Speed Horizontal Centrifugal Monobloc With Volute Type Delivery Casing Pool Recirculation Submersible Pump, Delivery Casing & Motor Body In Ci, Motorshafts In Carbon Steel, Impeller In Ci Withmotor Hp7.5, Three Phase 219 Single Stage High Speed Horizontal Centrifugal Monobloc With Volute Type Delivery Casing Pool Recirculation Submersible Pump, Delivery Casing & Motor Body In Ci, Motorshafts In Carbon Steel, Impeller In Ci Withmotor Hp2.0, Single Phase 220 Swimming Pool U.V. Sterlizer Supply, Instalation, Testing & Commissioning Of U.V. Sterlizer With S.S. Housing Outside, U.V. Lamp, Glass Tube And All Other Accessories With Cleaning Arrangement, Supports, Inlet Outlet Connection With Bypass Arrangement Including S.S. Cabinet With Glass Door Of Suitable Size To House The U.V. Sterlizer Complete With Required Accessories. Flow Rate = 20000 Ltr / Hrworking Pressure = 2.5 Kg / Sqmuv Lamp Wattage = 40 W 221 Chlorine Tablet Feedersupply, Instalation, Testing & Commissioning Of Chlorine Tablet Feeder With Accessories Capacity = 4.5 Kg 222 Stainless Steel Drain Supply, Instalation, Testing & Commissioning Ofstainless Steel Drain Grating Plate Made Out Of 316 Quality S S Plates With Suitable Supporting Frame And Of Following Sizes And Having Holes Of Required Size For Drainout Chamber.Size 200X200 Mm 223 Fountain Nozzlesupply, Instalation, Testing & Commissioning Of Brass Crome Plated Gyserjet Nozzle With 1 Connection With Required Accessories. 224 Suction Inlets ( Vacuum Points ) Supply, Instalation, Testing & Commissioning Of Abs White Plastic Suction Port / Vacuum Nozzle With 2 Inch Solvent Cement Connection 225 Supply Of12volt 12W Under Water Stainless Steel 316 Ring Underwater Led Lightstype Led Warm White Light ( Ip 68 ) Including All Required Assessories & Making Connection As Required. With 2 Mtr Power Cord.For Fountain Nozzle 226 Power Supplysupply, Instalation, Testing & Commissioning Oftransformer For Led Lights 12V Dc, 30 Amp 227 Supply, Instalation, Testing & Commissioning Ofrgb Programmer For Led Lights. 228 Deck Boxsupply, Instalation, Testing & Commissioning Of Abs White Plastic Deck. 229 Upvc Pipes Providing And Fixing Upvc Pressure Pipes ( 10Kg / Cm2 ) With Plain Socket Suitable For Solvent Cement Jointing Conforming To Is:4985 / 2000 & Fittings Conforming To Is 7834 / 87.Cut To Required Lengths Including All Necessary Fittings And Specials Such As Bends, Tees, Unions, Reducers, Flanges And Plugs Etc. The Pipes & Fittings Shall Be Tested To A Pressure Of 10 Kg / Sq.Cm.A ) 32 Mm Dia 230 50 Mm Dia 231 63 Mm Dia 232 75 Mm Dia 233 90 Mm Dia 234 110 Mm Dia 235 160 Mm Dia ( Rate Only ) 236 200 Mm Dia ( Rate Only ) 237 Ball Valve Providing And Fixing Pvc Lever Operated Ball Valve Of Full Flow With Setting And Gland Of Superior Quality Having Minimum Ball Working Pressure Of 10 Kg / Cm2 With Union, Flanges Where As Required.A ) 32Mm Dia ( Rate Only ) 238 40Mm Dia ( Rate Only ) 239 50Mm Dia 240 63Mm Dia 241 75Mm Dia 242 90Mm Dia ( Rate Only ) 243 Butterfly Valveproviding And Fixing Upvc Butterfly Valves. Tested To A Pressure Not Less Than10 Kg / Sq.Cm. Including Rubber Gasket, Flanges, Nuts, Bolts, Washers Complete As Required.A ) 90 Mm Dia ( Rate Only ) 244 110Mm Dia 245 160 Mm Dia ( Rate Only ) 246 200 Mm Dia ( Rate Only ) 247 Non Return Valve Providing And Fixing Pvc Ball Type Or Spring Loaded Non Return Valve With Setting And Gland Of Superior Quality Having Minimum Working Pressure Of 10 Kg / Cm2 With Union, Flanges Where As Required. 50Mm Dia ( Rate Only ) 248 63Mm Dia 249 75Mm Dia 250 Providing And Fixing Of Upvc Wafer Check Valve Non-Return Valves ( Pn 10 ) Complete With Matching Flanges, Rubber Insertion, Nuts, Bolts And Washer Etc. Of Following Sizes. A ) 75Mm Dia ( Rate Only ) 251 90 Mm Dia 252 110 Mm Dia 253 Puddles Sleeve Supply & Fixing Of Following Sizes Of Heavy Duty Pvc Puddle Flanges ( Upvc Pipe ( 10 Kg / Cm2 ) Fixed With Flanges, Length 400 To 600 Mm Length ) On The Wall Of Plantroom, Balancing Tank And The Water Body Walls & Slab ( As Required ) . To Be Laid In Between The Steel Reinforcement Before Rcc. Does Not Include Any Civil Work. A ) 32 Mm Dia ( Rate Only ) 254 50Mm Dia ( Rate Only ) 255 Supply, Laying, Testing And Commissioning Of Ss 304 Grade 200Mm Dia Pump Delivery Header With 1 Nos 200Mm Dia Flange Connection For Filter Inlet Header, 1 No. 160 Mm Dia Flange Connection For Drain Pipe & 4 No. 160Mm Dia Flange Connection For Pump Delivery. 256 Supply, Laying, Testing And Commissioning Of Following Size Pvc Insulated Sheathed Copperconductor 1100 V Grade Unarmoured Cable With Required Size Of Sleeves Complete As Required. A ) 4 X 16 Sq.Mm 257 4 X 2.5 Sq.Mm 258 3 X 4 Sq.Mm 259 2 X 6 Sq.Mm 260 2 X 4 Sq.Mm ( Rate Only ) 261 2 X 1.5 Sq.Mm 262 Providing & Fixing M.S. Structural Work Fabricated From Standard Section E.G. M.S Rounds, Angles, Channels, Plates Including Cutting To Size, Drilling, Welding Fixing And Welding To Insert Plates In Rcc Structural Members As Directed By Engineer-In-Charge Including Cutting And Making Good The Walls, Ceilings And Floors ( For Pipe Supports, Clamps Etc. ) 263 Electrical Control Panelsupply, Installation, Testing And Commissioning Of 415 V, 1 / 3 Phase And 50 Hz Motor. The Switchboard Cubical Indoor Type Made Of 16 Swg Crca Sheet Painted With Powder Coated Paint Of Siemens Grey Shade. The Cubical Is Wall Mounted With Dust & Vermin Proof Construction With Inter Connection. It Comprise With The Following:A ) One Incoming Mains Of 63 Amps. Mccb – Tp, Schneider B ) One No. 0 – 600 V Digital Voltmeter, Mecon Make 96 Sq.Mm With Voltage Selector Switch. Make. C ) Three Phase Led Type Indicating Lights For Incoming Mains. D ) One No. Ct Operated 0 – 60 / 5 A Digital Ammeter, Mecon E ) Two No. Star Delta Starter Schneider Make With On / Off Push Button And On / Off Indication Light F ) Two No. Star Delta Starter Schneider Make With On / Off Push Button And On / Off Indication Light G ) Four No. Auto / Manual Selector Switches, Salzer Make H ) One No. Mcb Dp 6 Amps. For U / V System, Schneider Make. I ) One No. Toggle Switch For U / V System, Hsd Make. J ) One No. Mcb Sp 6 Amps. For Smps Dc Power Supply For Led Light, Schneider Make. K ) One No. Toggle Switch For Led Pool Lights, Hsd Make.Total C / O To Summary 264 Pond Aerationsupply, Instalation, Testing & Commissioning Of Surface Aerating Fountain With Pump, Float, Spray / Fountain Nozzle, Conrtol, Lights And Cable, Pump Capacity 1-3 Hp The Aerator Shall Be A Floating 265 Supply, Instalation, Testing & Commissioning Of Surface Aerating Fountain With Pump, Float, Spray / Fountain Nozzle, Conrtol, Lights And Cable, Pump Capacity 5-7.5 Hp The Aerator Shall Be A Floating 266 Supply, Instalation, Testing & Commissioning Of Surface Aerating Fountain With Pump, Float, Spray / Fountain Nozzle, Conrtol, Lights And Cable, Pump Capacity 10 Hp The Aerator Shall Be A Floating 267 Supply, Instalation, Testing & Commissioning Of Surface Aerating Fountain With Pump, Float, Spray / Fountain Nozzle, Conrtol, Lights Ss Frame And Cable, Pump Capacity 10 Hp The Aerator Shall Be A Floating 268 Miscellaneous Item ( Hanging Wire Etc ) Total C / O To Summary 269 Golf Course Water Bodies / Ponds Stpwater Supply:Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete : A ) 25 To 40 Mm Nominal Bore 270 B ) 50 To 80 Mm Nominal Bore 271 Fixing Water Meter And Stop Cock In G.I. Pipe Line Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete ( Cost Of Water Meter And Stop Cock To Be Paid Separately ) . 272 Brass Fittings Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) :A ) 25 Mm Nominal Bore 273 B ) 20 Mm Nominal Bore 274 C ) 32 Mm Nominal Bore. 275 D ) 40 Mm Nominal Bore 276 E ) 50 Mm Nominal Bore 277 F ) 65 Mm Nominal Bore 278 G ) 80 Mm Nominal Bore 279 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : A ) 15 Mm Nominal Bore 280 B ) 20 Mm Nominal Bore 281 C ) 25 Mm Nominal Bore 282 Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality ( Screwed End ) :A ) 25 Mm Nominal Bore Horizontal 283 Vertical 284 B ) 32 Mm Nominal Borehorizontal 285 Vertical 286 C ) 40 Mm Nominal Bore Horizontal 287 Vertical 288 D ) 50 Mm Nominal Bore Horizontal 289 Vertical 290 E ) 65 Mm Nominal Bore Horizontal 291 Vertical 292 F ) 80 Mm Nominal Borehorizontal 293 Vertical 294 Providing And Fixing Brass Ferrule With C.I. Mouth Cover Including Boring And Tapping The Main :Providing And Fixing Brass Ferrule With C.I. Mouth Cover Including Boring And Tapping The Main :15 Mm Nominal Bore 295 Providing And Fixing Brass Ferrule With C.I. Mouth Cover Including Boring And Tapping The Main :Providing And Fixing Brass Ferrule With C.I. Mouth Cover Including Boring And Tapping The Main :15 Mm Nominal Bore 296 25 Mm Nominal Bore 297 C.I. / Ductile Iron Pipes & Specialsproviding And Laying S&S C.I. Standard Specials Such As Tees, Bends, Collars, Tapers, Caps Etc. ( Heavy Class ) : A ) Up To 300 Mm Dia 298 B ) Over 300 Mm Dia 299 Providing And Laying Flanged C.I. Standard Specials Such As Tees, Bends, Collars, Tapers, Caps Etc., Suitable For Flanged Jointing As Per Is : 1538 :A ) Up To 300 Mm Dia 300 B ) Over 300 Mm Dia 301 Providing And Laying S&S Centrifugally Cast ( Spun ) Iron Pipes ( Class La ) Conforming To Is - 1536 :A ) 100 Mm Dia Pipe 302 B ) 125 Mm Dia Pipe 303 C ) 150 Mm Dia Pipe 304 D ) 200 Mm Dia Pipe 305 E ) 250 Mm Dia Pipe 306 Providing Lead Caulked Joints To Spun Iron Or C.I. Pipes And Specials, Including Testing Of Joints But Excluding The Cost Of Pig Lead : A ) 100 Mm Diameter Pipe 307 B ) 125 Mm Diameter Pipe 308 C ) 150 Mm Diameter Pipe 309 D ) 200 Mm Diameter Pipe 310 E ) 250 Mm Diameter Pipe 311 Providing Flanged Joints To Double Flanged C.I. / D.I. Pipes And Specials, Including Testing Of Joints : A ) 100 Mm Diameter Pipe 312 B ) 125 Mm Diameter Pipe 313 C ) 150 Mm Diameter Pipe 314 D ) 200 Mm Diameter Pipe 315 E ) 250 Mm Diameter Pipe 316 C.I. Sluice Valves / Fire Hydrants & Fixturesproviding And Fixing C.I. Sluice Valves ( With Cap ) Complete With Bolts, Nuts, Rubber Insertions Etc. ( The Tail Pieces If Required Will Be Paid Separately ) :A ) 100 Mm Diameterclass I 317 Class Ii 318 B ) 150 Mm Diameter Class I 319 Class Ii 320 200 Mm Diameter Class I 321 Class Ii 322 250 Mm Diameterclass I 323 Class Ii 324 300 Mm Diameter Class I 325 Class Ii 326 Constructing Masonry Chamber 60X60x75 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Sluice Valve, With C.I. Surface Box 100Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 327 Constructing Masonry Chamber 90X90x100 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Sluice Valve, With C.I. Surface Box 100 Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 ( Rate Only ) 328 Constructing Masonry Chamber 120X120x100 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Sluice Valve, With C.I. Surface Box 100 Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 329 Constructing Masonry Chamber 60X60x75 Cm, Inside In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Fire Hydrants, With C.I. Surface Box 350X350 Mm Top And 165 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand:10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 ( Rate Only ) 330 Air Valve & Water Meter ( Bulk Type ) : Providing And Fixing C.I. Double Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc. Complete ( The Tail Pieces, Tapers Etc If Required Will Be Paid Separately ) :50 Mm Dia 331 80 Mm Dia 332 100 Mm Dia 333 Providing And Fixing Enclosed Type Water Meter ( Bulk Type ) Conforming To Is : 2373 And Tested By Municipal Board Complete With Bolts, Nuts, Rubber Insertions Etc. ( The Tail Pieces If Required Will Be Paid Separately ) :150 Mm Dia Nominal Bore 334 200 Mm Dia Nominal Bore 335 Providing And Fixing C.I. Dirt Box Strainer For Bulk Type Water Meter With Nuts, Bolts, Rubber Insertions Etc. Complete Conforming To Is : 2373 :80 Mm Dia 336 100 Mm Dia 337 150 Mm Dia 338 200 Mm Dia 339 Providingandlayings&Sc.I.Standardspecialssuitablefor Mechanical Jointing As Per Is : 13382 :Up To 300 Mm Dia 340 Filter Feedpump :Providingand Fixing Vertical, Inline Multistage Centrifugalpumpingset ( Complete Manufactured Skid-Mounted Arrangement With Manifold And Accessories ) Withstainlesssteelss-304Stage Casingandss-304Impellerswith Stainless Steel Shaft As Per Iec Standards And Gjl250 Cast Iron Suction & Discharge Casing, Connected To Tefc Ventilated Induction Motor Of 2 Pole, 2900 Rpm, Suitablefor 400 / 440 Volts, 3 Phase, 50 Hz A.C. Supply With Pressure Gauge And With Gunmetal Isolationcocks, Vibrationelimination Pads Etc. Complete With Base And Frame, Nuts And Boltsandnecessary Rcc Foundations As Per Requirementasper Instructionsandpumpshallhave Following Duty: A ) .No. Ofpumps: 3 ( 2 Working + 1 Standby ) B ) .Capacity :2000 Lpmc ) .Head :35 Md ) .Capacity :2000 Lpm E ) .Hp ( Motors ) : 75 Hp 341 Pressure Filter ( Domestic Water ) :Providing And Fixing Vertical Dual Media Pressure Filter ( Comprising Of Minimum 300Mm Bed Depth Of Anthracite And Support Media And Minimum Height On Straight 2500Mm ) Fabricated From High Performance M.S Plate Of Minimum 10Mm Thick For Shell & 12Mm Thickfor Dished Ends ( Quality Of Steel As Per Is:2062 Grade B, Thickness As Per Asme Section 8 ) Internally Treated With Coal-Tar Epoxy, Complete With Air Scouring, Collection System Complete With Initial Charge Of Media, M.S Facepiping, Valves, Accessories, External Painting With 2 Coats Of Red Oxide Primer And Enamel Paint, Testing And Commissioning Complete. ( Tested To 5.0 Kg / M2 ) A ) .Discharge : App.120000 Lph ( Each ) B ) .Filtration Rate : 24, 500 Lit. / M2 / H C ) .Each Suggested Dia App.:As Per Manifacture Detail 342 Water Softener:Providing And Fixing ‘Cation’ Ion Exchange Water Softener Fabricated From Minimum 10Mm Thick M.S. Plateon Min. Shell And 12Mm Thick M.S. Plate On Dished Ends ( Quality Of Steel As Per Is:2062 Grade B, Thickness As Per Asme Section 8 ) Complete With Initial Charge Of Filter Media And Ion Exchange Resins, Face Piping Accessories, Diaphragm Valves Of Approved Specifications, Hdpe Brine Tank Of Min. 500 Liters, Piping Testing And Commissioning Complete With Resins Of Approved Quality And Make And Regeneration Assembly Complete With Valves, Ejector, Brine Suction Valves And Piping. ( Bidder Must Indicate Type And Quantity Of Resin Used And Quantity Of Salt Required Per Regeneration ) . All Internal Parts Of The Softener Shall Be Rubber Lined As Per Approved Specifications.A ) .Minimum Expected Rate Of Flow:App.32, 000 Lph B ) .Total Soft Water To Be Produced Between Two Regenerations: App. 256 Cu.M C ) .Expected Raw Water Hardness : App. 450-500 Ppmd ) .Expected Treated Water Hardness: Less Than 5 Ppm ( Zero Commercial Hardness ) E ) .Max. Working Pressure: 4 Kg / Cm2 343 Cubical Panel Board - Plumbing : Supply, Installation, Testing And Commissioning Of Cubical Type Sectionalised Floor Standing Switch Board Of 31 Mva Fault Capacity At 415 V Complete With 3.5 Strip, 160 A Capacity Aluminium Bus - Bar Electrolytic Grade, Cable Alley, Switchgears Of Following Capacity & As Per Specifications.Incomer : 600 A Tp Mccb With Heavy Duty Solid Neutral Link With ( 0-100A ) Ammeter With 3 Ct And Selector Switch, ( 0 - 500 V ) Voltmeter With Selector Switch, Phase Indication Light Withprotection Fuse. - 01 Setoutgoings : I ) For 5 X 75 Hp Domestic Water Fixed Speed Hydroneumatic Pumps ( 1 Duty + 1 Stand By ) Ii ) For 2 X 5 Hp Sump Pump ( 1 Duty + 1 Stand By ) 150 A Tp Mcb With 40 A Dol Starter, Overload Relay, 96 Mm ( 0-40A ) Ammeter With Single Ct, Start / Stop Push Buttons, On / Off / Trip Indication Lights With Protection Fuse, Single Phase Preventer. - 01Set. 40A Tp Mcb With 25 A Dol Starter, Overload Relay, 96 Mm ( 0-25A ) Ammeter With Single Ct, Start / Stop Push Buttons, On / Off / Trip Indication Lights With Protection Fuse, Single Phase Preventer. - 01 Set.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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37.
Drinking Water Supply and Sanitation #8976567 Technical Bid
Work Related To Jal Jeevan Mission In Village Dhikali In Block Badgaon Under Suv Div Badgaon, Udaipur Including One Year Defect Liability Period Under Jjm -Tubewell 3 NoS 2 Construction Of Tube Well Up To 150 Mtr. Depthin All Type Of Rocks By Dth System & Over Burden To Accommodate Casing Pipe Of Following Sizes In All Types Of Soil & Over Burden Including Lowering Of Casing Pipe, ( If Required ) Excluding Cost Of Casing Pipe, As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Through Out Bore As Per Nominal Dia Of Casing Pipe. 3 Nominal Bore 200 Mm Dia. 4 Add Extra 15% 5 200 Mm Dia Nb ( Thickness Of Pipe 5.4Mm & Mass Of Tube 28.46 Kg / M ) 6 Supply & Fixing Tube Well Coverof Ms Sheet 8Mm Thick At Top & 5Mm Thick 100Mm Wide Shroud Around The Edge So As To Form A Cap On The Top End Of Casing Pipe With Gi Nipple 45Cm Long & Two Gi Flanges At Both Ends In 80Mm Sizes Passing Through A Hole In The Centre Of Ms Sheet. A 25 Mm Socket With End Plug Shall Also Be Welded Over Top Plate. A Gi Nipple Having Outside Thread Of Size 1 / 2 ( For Installation Pressure Gauge ) Shall Be Provided & Welded With 80Mm Gi Nipple Near Top Plate Nipple Shall Be Provided With End Plug. 7 200 Mm Dia 8 Rising Pipe Line 9 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointingductileiron ( Di ) Isi Markedk-7Grades&Spipesas Per Is:8329-2000 ( Amendedup Todate ) , Withinternalcementmortar Lining Suitable For Potablewater With Rubber Ring ( Epdm ) Joints As Per Is: 5382-1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection, Commissioning Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 10 100 Mm Dia Di K-7 Pipe 11 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Trenches Of Required Width And Gradient For Laying And Jointing Of Pipe Line Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Mtr. Including Required All Safety Provisions Etc.:All Kinds Of Soil 12 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Trenches Of Required Width And Gradient For Laying And Jointing Of Pipe Line Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Stacking Serviceable Material For Measurements And Disposal Of Unserviceable Material As Directed, With In A Lead Of 50 Mtr. Including All Safety Provisions Required .: 13 Ordinary Rock 14 Hard Rock ( Requiring Blasting ) 15 Hard Rock ( Blasting Prohibited ) 16 Dismantling Of Cement Concrete Pavement For Pipe Line Line And Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 17 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 18 M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 19 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 20 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 21 100 Mm Dia 22 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci Double Flanged Swing Type Non Return Valves ( Nrv ) Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is: 5312 ( Part -1 ) / 2004 ( Amendedup To Date ) And Of Following Specifications: Body, Cover & Disc Of Grey Cast Iron Of Is:210 / Fg200. Face To Face Dimensions As Per Is 5312 ( Part -1 ) :2004 , Flanges Drilled As Per Is:1538. Epoxy ( Non-Toxic & Suitable For Drinking Water ) Applied On Body, Cover And Disc Inside And Outside . Body Seat Ring Of Ss / Cs Door Face Ring - Epdm / Neoprene ( Food Grade Quality ) , Shaft Of Htb1 / Ss- Aisi- 410 , Hinge Maleable Cast Iron / Ss Aisi 316 / 410 , Bonnet Gasket Epdm, Bush- Leaded Tin Bronze / Ptet, Gasketepdm / Nbr, Nut-Bolt As Per Is:1363 And Is: 1367 ( Galvenised Steel ) , Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eicincluding Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Of Approved Make ( Is: 5312 Amended Upto Date ) Of Following Class And Dia Complete Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 23 100 Mmdia 24 Pump Machinery 25 Supply & Installation Of 3 Phase Isi Marked Submersible Motor Pump Set Of Five Star Rating By Bee And As Per Is:8034-2011 ( Pump ) And Is 9283-2013 ( Motor ) Or Amended Upto Date Of Approved Make Of Following Duty Condition With Required Accessories Including Making Connection Suitable For Tube Well / Dcb. The Job Includes Lowering Of Motor Pump, Installation Of Complete Fitting & Accessories , Jointing Of Electrical Cables Upto Switch Board, Testing Of Submersible Pump Set And Interconnection Upto Water Mains, Complete In All Respect. 26 7.5 Kw ( 10 Hp ) & Head Above 120 Mtr.04 Nos 27 Up To 5.5 Kw ( 7.5 Hp ) & Head Above 120 Mtr.02 Nos 28 Providing & Lowering In Tubewell Isi Marked Gi Pipe “B ( Medium ) Class As Per Is:1239 Part I 2004 Or Amended Up To Date, Threaded And Double Flanged ( Welded ) On Both Ends And Two Number25x3mm Ms Flat Welded On Both Ends Between Pipe & Flange, Rubber Washer & Nut Bolts Etc. Complete In All Respect.. 50 Mm Dia 29 Supply & Fixing Of Isi Marked Three Core Pvc Flat Submersible Cableas Per Is 694:1990 Or Amended Up To Date And Conductor As Per Class 5 Of Is 8130:1980Including Making Connection Etc. 3 Core 4.0 Sq.Mm 30 Supply & Fixing Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size.10.0 Sq.Mm, 4 Core 31 Supplying And Installing 100 Mm Diameter Sealed Diaphragm Bourdon Type Pressure Guage Of Range 0 To 10 Kg Including All Jointing Material As Per Specification With Safety Cover 32 Supplying And Fixing Of Electric Control Feeder Panel Comprising Of Suitable Rating Mccb, Fully Automatic Star-Delta Starter, Over Load Relay, Ampere Meter With Cts , Volt Meter, Phase Preventor, Suitable Starting Capacitors, Phase Indicators, Lighting Arrangement Etc Complete Suitable For Three Phase Pump Set. The Panel Should Have Space For Energy Meter ( Supplied By Discom ) All These Equipments Shall Be Housed By Panel Box Made From 18 Guage Ms Sheet With Powder Coating.Panel Should Be Of Minimum Size 900X600x450 Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having Four Legs, Each LegS Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Platform.The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of Atleast 200 Mm Ground Level.The Panel Should Have Opening Of Suitable Size In Front Of Space For Energy Meter With Glass For Meter Reading. The Operation Of Panel Should Be Suitable For On 440 Volt Ac Supply. 33 Above 10 Hp And Up To 15 Hp 34 Ohsr 35 Construction Of Rcc Intze Type Over Head Service Reserviour Of Following Capacity And Stagging Consisting Of Excavation In All Types Of Soils, Rcc Work, Cement Plater With Water Proofing Compund To Inner Face Of The Container Including Refilling, Disposing Off The Surplus Stuff, Plinth Protection, All Labour And Material Charges Including Providing And Fixing Of Accessories Such As Ladder, Manhole Frame And Covers, Water Level Indicator ( Float Type ) , Ventilator With Ss Screen, Lightening Arrestor, Float Valve, Puddle Coller, G.I. Pipe Railing Around Walk Away And Tope Dome. Providing Rcc Staircase From 4.5 Mtr Height Of Ground Level To Top Level, Chamber For All Valves, Providing And Applying Three Coats Of Cement Paint To The External Surface Of The Container, Food Grade Epoxy Paint To Internal Surface Of Container And Giving Satisfactory Hydraulic Test And Water Tightness Test As Per Is Code, Etc.Complete All In Respect As Per Design Data Criteria Obligatory Requirements And Detailed Specifications, Scope Of Work And Ga Drwaings.The Job Includes Painting The Name Of The Scheme And Other Details On The Reserviour, Providing Alluminium Portable Ladder Suitable To Reach At 4.5 Mtr And Other Work Related To Structure As Per The Direction Of Engineer In Incharge. Technical Specification And Scope Of The Work. 36 Rcc Ohsr, 18 Meter Stagging, Sbc 10 T / Sqm 37 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is 8329 - 2000 ( Amendment Up To Date ) As Vertical Pipes For Rcc Reservoir Including Specials Required Such As A Duck Foot Band, Bend Tee Etc. Providing Clamp At Every 3 Mtr, Jointing Materials Suchas Nuts Bolt Rubber Packing Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification Specification And Scope Of Work. 38 100 Mm 39 Providing, Lowering, Laying, Aligning, Fixing Inpositioninpipeline, Resilientseatedd / F Disluicevalvesofapprovedmake&Design Standardoffollowingdiacomplete ( Includingjointing&Jointing Material ) Includingallmaterial, Labour, Testingandcommissioning Along With Pipe Line As Per Technical Specification& As Per Direction Of Engineer. Manually Operated Class Pn 1.0. ( CategoryB ) 40 100 Mm Dia 41 Reparing Of Exixting Glrs In Village 42 Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish: 25 Mm Thick. 43 Finishing Walls With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding. New Work ( Three Or More Coats. ) 44 Repair To Damaged R.C.C. Slab, Beams And Roof, Columns Etc. For Strenghtening With Cement Mortor 1:2 In Following Steps. 1. Chopping Loose & Cracked Concrete To Required Depth. Cleaning The Exposed Surface Of Steel & Concrete With Wire Brush & Sand Blasting, Papering, Cleaning To Concrete Surface With Water As Necessary & Getting Dried 2. Applying Epoxy Primer On The Exposed Steel Bars. 3. Applying Epoxy Hardner & Resin Mix On Concrete And Steel Bars With Brush.4. Speading Dry Cement Mortor 1:2 Mix Over Epoxy Treated Wetsurface & Allow It To Dry For One Day. 5. Plastiring The Surface With Cement Sand Mortor 1:3 Uptodepth Of 30 Mm Complete Cure The Plasterd Surface For 15 Days. 45 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brsh And Sand Blasting, Cleaning With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding. Depth Upto 25Mm 46 Providing And Lying 12Mm Thick Polymer Mortar ( 1:3 ) 1 Cement : 3Coarse Sand ) Duly Mixed With Polymer Based Cement Modifier ( Powerete Pr-40 ) Or Equivalent ) @ Of 5% Of The Wt. Of Cement Uised And Plasticiser, @ 100Grm. Per Bag Of Cement After Applying A Polymer Slurry Coat ( 2 Part Cement : 1 Part Powerete Pr-40 Or Equivalent ) As Per The Recommendations Of The Manufacturer. 47 Providing, Supplying, Mixing And Applying Two Coats Of Already To Use Two Component Polymer Modified Flexible Cement Based Water Proofing Slurry Like Sike Top Seal 107, Or Equivalent By Brush After Cleaning Surfaces, The Surface Should Be Cleaned To Remover All Dust, Foreign Material, Loose Material Or Any Deposit Of Contaminant, Which Could Affact The Bond Between The Surface And Sika Top Seal Coating This Can Be Done By Scarfying, Grinding, Water Blasting, Wire Brush Or Any Other Approved Method Including Dismantling Loose Plaster And Repairing With Cement Send 1:4 Mix With Sika Latex, A Synthetic Rubber Emulsion Diluted With Water In A Ration Of 1:4 The Rust From Exposed Reinforcement Will Be Removed Andanticorrosive Treatment With Sikaarmatic Will Have To Be Done Before Coating Of Sika Top 107, Thw Two Componentof Sika Top Seal Are To Be Mixed In The Ration Of1:4 By Weight And Mixed Prpperly Until A Slurry Consistency Is Achieved, Second Coat Is To Be Protected From Strong Wind And Direct Sunlight And Should Be Curred With Demphession Or Gunny Bag Or Polythene For At Least Two Days As Per Instruction Of Manufacture And Pecified In The Leaf - Let Curring Should Be Done At Least For 10 Days. 48 Providing Fabrication And Fixing Ventilation Of The Top Of Reservoir Top. Size 1.20 Mtrdia X 0.75 Mtr Height With Wire Gauge 14 Mesh X 24 Gauge To Metal Frame Of Rolled Section By Metal Biding 20 X 3Mm ( Top, Middle And Bottom ) Side. With Suitable Screw And Post Of Square Bar 12Mm And 4 Nos Of Hole Pass In Fixing M20 Cement Concrete. 49 Providing And Applying Two Coats Color Lessanti Fungus, Anti Efforseence, Water Repellent Treatment With Silicone Water Repellent ( Df, 105 ) Or Equivalent On The Entire Exterior Surface Of The Structure Of Rcc Reservoir To Obtain The Surface Perfectly Repellent To Water All Complete. 50 Fabrication, Supplying And Fixing Of Alluminium Ladder Inside Tank As Per Specification. 51 Distribution Pipe Line 52 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointingductileiron ( Di ) Isi Markedk-7Grades&Spipesas Per Is:8329-2000 ( Amendedup Todate ) , Withinternalcementmortar Lining Suitable For Potablewater With Rubber Ring ( Epdm ) Joints As Per Is: 5382-1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection, Commissioning Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 53 100 Mm Dia Di K-7 Pipe 54 150 Mm Dia Di K-7 Pipe 55 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpeisi Marked Pipes As Per Is-4984: 1995 ( Amended Upto Date ) With Necessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe Byelectro Fusion Welding Method, Including All Taxes , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earth Work ) .Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately.Supply May Be In Coil Or Straight Length In 6 M / 12 M. 56 90 Mm Dia Hdpe Pipe Pe 80 Pn6 57 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Trenches Of Required Width And Gradient For Laying And Jointing Of Pipe Line Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Mtr. Including Required All Safety Provisions Etc.:All Kinds Of Soil 58 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Trenches Of Required Width And Gradient For Laying And Jointing Of Pipe Line Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Stacking Serviceable Material For Measurements And Disposal Of Unserviceable Material As Directed, With In A Lead Of 50 Mtr. Including All Safety Provisions Required .: 59 Ordinary Rock 60 Hard Rock ( Requiring Blasting ) 61 Hard Rock ( Blasting Prohibited ) 62 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 63 Bituminous Courses 64 Granular Courses 65 Construction Of Bt Road 66 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete. 67 Crusher Broken - Grade-Ii ( 63-45Mm ) 68 Dismantling Of Cement Concrete Pavement For Pipe Line Line And Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 69 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 70 M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 71 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 72 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 73 100 Mm Dia 74 Fhtc 619 NoS 75 Providing Household Tap Connectionas Per Technical Specification Andapproved Drawing And As Per Relevant Is Code ( Amended Up To Date ) From Hdpe Pipe Line Up To Consumer Meter / Premises By Using Electro Fusion Saddle Piece ( Complete Job ) .This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil; Depositing And Refilling Of Pit & Jhiri With Watering & Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 100 Meter ; Providing & Fixing Of All Fitting Duly Approved In Accordance Withspecification For Potable Water Including Electrofusion Saddle Piece, Gunmetal Ferrule 4.0 Mm , Gm Full-Way Valve ( Is:778 Mark ) Or Wheel Valve And Specials, Below Ground Level 20 Mm Nominal Dia Mdpe Pipe Pe80 Pn 16 As Per Iso 4427 / 20 Mm Nominaldia Ppr-C ( Three Layered ) Pipepn16 Sdr 7.4 ( Is:15801:2008 ) ( Isi Mark ) For And Above Ground Level Using 20 Mm Dia Ppr-C Pipe With Standard Ppr Fittings / 15 Mm Dia Gi Pipes With Fittings In The Premises For Fixing A Tap / Meter Box ( Excluding ) , Including Accessories With Flushing, Cleaning, Disinfecting And Testing Of Pipe Line Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges . The Service Line Should Be Laid At Least 45 Cm Below Ground Level.Note: Road Cut And Restoration Is Not Part Of This Item And Paid Separately. 76 For Connection With 20 Mm Dia Mdpe / Ppr-C Pipe Length Up To 05 Mtr. 77 P & F Bib Cock ( Is : 8931 Mark ) , Superior Quality Of Approved Make , Brass 400 Gm, 15 Mm Nominal Bore. 78 Add Extra Over Item No 1.21, 1.22 & 1.23 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 23
Rajasthan View Result →
38.
Water Resources and Irrigation #8904085 Technical Bid
Manufacture And Supply , Installation , Testing And Commissioning Of Electrical And Mechanical Items In Babina Pump Canal On Turn Key Basis Distt . Jhansi.- 1 1 Supply, Installation , Testing And Commissioning Of External Clear Forced Water Lubricated Vertical Turbine Pump Set Of 35 Cusec Capacity, 35 Meter Head & Its Accessories. 4 Job 2 2 Supply, Installation , Testing And Commissioning Of Suitable 11 Kv H.T. Squirrel Cage Induction Motor With Accessories. 4 Job 3 3 Supply, Installation , Testing And Commissioning Of Suitable 11 Kv H.T Capacitor 4 Job 4 4 Supply, Installation , Testing And Commissioning Of Suitable 11 Kv H.T Panel 1 Set 5 5 Installation, Testing And Commissioning Of 700 Mm Butterfly Valve On Delivery Side Of Pump. ( Supply Will Be Givin By Deptt. ) 4 Nos. 6 6 Installation, Testing And Commissioning Of Non Return Valve ( Reflux Valve ) 700 Mm Dia. On Delivery Side. ( Supply Will Be Givin By Deptt. ) 4 Nos. 7 7 Supply, Installation / Laying , Testing And Commissioning Of 700 Mm Dia. Ms Pipe ( Connection Piece, Bends, Concentric / Eccentric Taper, Puddle Pipes, Ms Flange Drilled Etc. ) , Dismantling Joints, Air Release Valve Of 150 Mm, Insertion Sheets, Nut, Bolts Etc. Length Of Each Delivery Piping Shall Be Approximately 300 Meter. ( Excluding Cost Of M.S.Flanged Pipe 700 Mm Diameter.It Will Be Supplied By Department. ) 1200 Meter - Erection Of Flanged M.S.Pipe 700 Mm Ø, 8.0 Mm Thickness ( It Will Be Supplied By Department. ) 4 Nos.-Connection Piece With Seal 16 Nos. -M.S.Bend 700 Mmø Of Various Angles 4 Nos. - Dismantlling Joints 4 Nos. - Expander On Delivery Sides 600X700 Mmø 4 Nos. - Air Release Valve / Sluice Valve 150 Mmø 4 Nos. - Spring Loaded Pressure Release Valve 150 Mmø 4 Nos - Syphonic Bends Ls - Concentric / Eccentric Taper, Puddle, Pipes 1 Job 8 8 Supply, Installation , Testing And Commissioning Of All Control & Instrumentation- Pressure Gauge Of 150 Mm, Pressure Transmitter, Ultrasonic Level Transmitter, Ultrasonic Remote Flow Meter Of 700 Mm For Each Pumps, Rtd, Btd, Temperature Gauge, Vibration Sensor, Level Switch, Plc + Scada, Cc Tv Camera. Iot Device To Monitor Critical Parameters Of Pump On Cloud, Spares & Alarm Management Though Cloud. Data Shall Be Monitored On Pc / Laptop / Mobile. In All Four Pump Sets -04Nos. 1 Job 9 9 Fire Extinguishers Supply, Installation , Testing And Commissioning Of 04 Nos. Co2 Type, 9 Kg, 04 Nos. Of Co2 Type, 4.5 Kg And 04 Nos. And Of Fire Buckets 9 Litres Along With Stand Complete 1 Job 10 10 Supply, Installation , Testing And Commissioning Of Indoor And Outdoor Lighting System Includes As Follows- 10 Nos. - T.P. Switch 100 Amps 10 Nos - T.P. Switch 100 Amps 50 Nos. - 5 To 15 Amps 250 Volts Switch Fuse Units 50 No.S - 5 To 15 Amps 250 Volts Plugs 20 Nos. - H.P.M.V. Lamps 400 Watts With Mould Acryli Cover Complete 20 Nos - H.P.M.V. Lamps 125 Watts With Mould Acrylic Cover Complete 8 Nos. - Side Wall Fan 600 Mm Air Circulatro 8 Nos - Exhaut Fan Tube Axial Type Capacity 1200 M³ / Hr 1 Job - L.T. Distribution Panel 200 Amps Capacity 250.0M - Power Wiring And Earthing Of Above 1 Job 11 11 Supply, Installation , Testing And Commissioning Of L.T. Control And Relay Panel Capacity 400 Amps. 1 Job 12 12 Supply, Installation / Laying , Testing And Commissioning Of 3X150 Mm ² 11 Kv Grade Xlpe Al Armoured H.T. Cables Including Jointing Kits And Cable Trays From 33 / 11Kv Sub-Station To H.T. Switch Gear Panel In P / H Of Canal 700M-3X150 Mm²11 Kv Grade Xlpe Al Armoured H.T. Cable 150-3X95 Mm²11 Kv Grade Xlpe Al Armoured H.T. Cable 50 Nos.- Jointing Kits 600M-Cable Tray 300 Mm Or As Per Relevant Is Code 1 Job 13 13 Supply, Installation , Testing And Commissioning Of Dewatering Pump 15 H.P. 2 Nos. 14 14 Supply, Installation , Testing And Commissioning Of 11 Kv Electric Shock Resistance Rubber Mats, Minimum 25 Mm Thickness, Approx.150 M² Area 100 Meter 15 15 Supply, Installation / Laying , Testing And Commissioning Of Various Size L.T. Cables And Control Cables Including Jointing Kits And Cable Trays In P / H Of Canal 400 Meter 16 16 Earthing Of Pump House By Supply, Installation / Laying , Testing And Commissioning Of Various Size L.T. Cables , Erathing Equipments, Materials, Lightening Arrestors, With Air Signal Light Inside And Outside P / H Of Canal 1 Job 17 17 Supply, Installation, Testing And Commissioning Of High Mast Tower With Led Lights Octagonal 25 Meters Height . 2 Job 18 18 Supply, Installation, Testing And Commissioning Of Battery Bank System 110 V, 3000 Ah, Including Dc Charger , Trolly , Plate Farm Etc. Completes 1 Job 19 19 Supply, Installation, Testing And Commissioning Of Water Fiteration Plant Capacity 240Liters / Min. Including Civil Works. 1 Job 20 20 Supply, Installation, Testing And Commissioning Of 63 Kva Generator Set Confirming To Cpcb Regulations .Excluding Civil Works. 1 Job 21 21 Operation Of Canal And Maintenance Of All Electrical & Mechanical Equipments I.E, Pump Motor H.T. / L.T. Panels, Capacitors , Automation Systems Completes For 2 Years Including All Technical Skilled / Unskilled Staff Required . 1 Job
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
39.
Drinking Water Supply and Sanitation #8280229 AOC
Tender For Execution Of Different Works Related To Petlaepra Pipe Water Supply Scheme Under Jal Jeevan Mission- 1 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 2 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 3 60 Mtr. To 90 Mtr. 4 90 Mtr. To 120 Mtr. 5 120 Mtr. To 144 Mtr. 6 Electro-Logging Charge. 7 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 8 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 9 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 10 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 11 Cost Of Consumables For Drilling Rigs And Machineries. 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 13 B ) 200 Mm Dia. 14 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 15 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 16 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 17 B ) 250 Mm Dia. 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 21 Water Sample Collection And Chemical Test Including Arsenic Test. 22 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 23 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 24 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 25 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 26 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 27 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 28 60 Mtr. To 90 Mtr. 29 90 Mtr. To 120 Mtr. 30 120 Mtr. To 144 Mtr. 31 Electro-Logging Charge. 32 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 33 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 34 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 35 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 36 Cost Of Consumables For Drilling Rigs And Machineries. 37 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 38 B ) 200 Mm Dia. 39 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 40 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 41 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 42 B ) 250 Mm Dia. 43 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 44 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 45 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 46 Water Sample Collection And Chemical Test Including Arsenic Test. 47 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 48 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 49 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 50 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 51 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 52 Supply And Delivery Of Cidf Sluice Valve As Per I.S 14484-2000 ( Upadhaya / L&T / Kirlosker / Venus / Hazra ) I.S.I Make P.N -1.6.I ) 150 Mm Dia. 53 Ii ) 200 Mm Dia. 54 Iii ) 250 Mm Dia. 55 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 56 Ii ) 200 Mm Dia. 57 Iii ) 250 Mm Dia. 58 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 80 Mm Dia. 59 150 Mm Dia 60 200 Mm Dia 61 250 Mm Dia 62 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .80 Mm Dia 63 150 Mm Dia 64 200 Mm Dia 65 250 Mm Dia 66 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .80 Mm Dia 67 150 Mm Dia 68 200 Mm Dia 69 250 Mm Dia 70 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 71 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 72 C ) 200 Mm Dia. 73 E ) 250 Mm Dia. 74 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .B ) 100 Mm Dia. 75 A ) 80 Mm Dia. 76 C ) 150 Mm Dia. 77 D ) 200 Mm Dia. 78 D ) 250 Mm Dia. 79 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 80 I ) 200 Mm Dia Pipe 81 I ) 250 Mm Dia Pipe 82 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 83 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic.Above 50 Km ( Extra Cost 57 Rs ) 84 Hw Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 85 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation 86 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) . 87 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 88 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 89 Ordinary Cement Concrete Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Exciuding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes.River Bazree 90 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 91 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 92 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction.A ) For Works In Foundation , Basement And Upto Roof Of Ground Floor / Up To 4M.Jsw / Ispl / Srmb / Bmsal / Electro Steel / Ssl. 93 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 94 B ) In Superstucture, Ground Floor. 95 Artificial Stone In Floor, Itado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Iaid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Betore Flooring Works Using Cement 175 Kg / Sq.M All Complete Including All Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 96 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Himges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal: Siliguri 97 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Costof Concrete Will Be Paid Separately ) ( I ) 40Mm X Bmm, 200Mm Length 98 Supplyof Fan Hook. 99 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface.I ) With 1:6 Cement Mortara ) 20 Mm Thick Plaster 100 B ) 15 Mm Thick Plaster 101 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 102 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 103 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufacturerS Specification.In Ground Floor ( I ) One Coat On New Surface 104 Ii ) Two Coats. 105 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 106 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 107 ( B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 108 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening.Surtace By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary. ( A ) On Timber Or Plastered Surface With Super Gloss ( Hi-Gloss ) .Two Coat ( With Any Shade Except White 109 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 110 Panel Shutters Of Door And Window, Asper Design ( Each Panel Consisting Of Single Plank Without Joint ) , Including Fitting And Fixing The Same In Position But Excluding The Cost Of Hinge And Other Fittings. In Ground Floor. ( I ) 35 Mm Thick Shutters With 19 Mm Thick Panel Of Size 30 To 45 Cm.A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 111 Glazed Shutter Of Door , Windows, Fan Light Clerestory Window Etc. As Per Designe ( With Ordinary Glassof 7.4 Kg / Sq.M. 3 Mm Thick ) Fitted With Putty Bed And Teak Wood Bead Cost Of Hings And Other Fittings And Fixing Shutter In Position But Excluding The Cost Of Hinges And Other Fittings .Cost Of Glass Putty Wooded Beads Etc Will Be Separately.35 Mm Thick Shutter .A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 112 Sipplyng Best Indian Sheet Glass Panes Set In Putty And Fited And Fixrd Witlh Ails And Putty Conmplete. ( In All Floors For Internal Wall& Upto 6 Nm Height For External Wall. ( I ) 4 Mm Thick 113 Ms.Or W.I Ornamental Grill Of Approved Design Joints Continuously Welded With M.S.W.Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Rround Floor. ( I ) Gril Weighing Above 10 Kt. / Sq Mtr And Up To 16 Kg. / Sq, Mtr. 114 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 115 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 116 ( Ii ) 100 Mm X 5 Mm. 117 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 118 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 119 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 120 ( I ) 75Mm. X 40Mm. X 1.12Mm. 121 ( I ) 100Mm. X 50Mm. X 1.25Mm 122 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 123 B ) 150Mm Long X 10Mm Dia Bolt. 124 Chalmp For Fan Light Fitted & Fixed Complete 125 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttèring Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 126 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 127 Labour For Hoisting Plastic Water Storage Tank 128 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reduing Socket, Reducing Tee Short Piece Etc. Fitted With Holder Bats Clamps, Including Cutting Pipes, Making Threads Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Nece [ Sarý Fittings Required, Jointing Materials And Two Coats Of Painting With Approved Paint In Any Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Total Pipe Line Includingall Pecials.No Separate Payment Will Be Made For Accesories, Specials. ( Payment For Painting Will Be Made Seperately ) ( I ) 25 Mm Dia. Medium Quality 129 ( Ii ) 15 Mm Dia. Medium Quality 130 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 131 Supplying, Titting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21Kg Per Sq. Cm. ( For Water Lines Only ) .I ) 25 Mm Dia. 132 Ii ) 20 Mm Dia. 133 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm.I ) 15 Mm Dia 134 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 135 Ii ) Vent Cowl 110 Mm 136 ( Ii ) Door Bend ( T.S. ) 110 Mm 137 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 138 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 139 Supplying , Fitting , Fixing Cast Iron P Or S Trap Conforming To Is: 3989 / 1970 / And 1729 / 1964 Incl. Lead Caulked Joints And Painting Two Coats To Exposed Surface . ( Painting To Be Separately ) .A ) S Trap I ) 100 Mm Dia . 140 Supplying , Fitting , Fixing, 10 Liter P.V.C. Low-Down Cistern Conforming To I.S Specification With P.V.C. Fittings Complete.C.I. Brackets Incl. Two Coats Of Painting To Bracket Etc.I ) White 141 Construction Of Inspection Chamber Measure 600Mm X 600Mm X Upto 600Mm ( Depth ) With250 Mm Thick 1St Class Brick Wwk In Cement Mortr ( 1:4 ) On All Sides, Bottom Of The Pit Conuntng Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling15 Mm Thick ( 1:4 ) Cenent Plster To Inside Walls.A ) With Bazree ( N.B Varity ) 142 Constrution Of Septic Tank Of Differont Apacities As Per Approved Drawng Wilh 1St Class Bck Work M Cement Mortar ( L:4 ) Includng Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ot Approved Make Supplod, Iitted And Fned In The 100M Thick R.C.C ( I:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 :1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 :1 ) To Outside Wall Upto 200 Mm Below6. Floor Tunished With 25 Mm Thick Grey Artificata ) For 10 Usersi ) With Baztee [ N.B Varitv ] 143 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Ceiment Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick.With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00 M Inside Dia. 144 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 145 Supplying. Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Frame As Per Approved Section With Glass Fibre Reinforced Plastic Mouided Skins And A Special Sandwich Core, So As To Impart Monolitaheic Composite Structure As Per Approved Technologydepartment Of Science And Technology ( Dst ) To Safisty Is: 4020 Door Testing Performanc ( I ) 66 Mm X 90 Mm 146 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 147 Hw Site Boundary Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 148 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 149 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 150 Ordinary Cement Concrete M-20 ( Mix 3:1:5;1 ) With Graded Stone Chips ( 20 Mm Down ) Excluding Shuttering And Reinforcement .If Any , In Ground Floor, As Per I.S. 456-2000.I ) River Bozree. 151 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars , Stirrups , Binders Etc, Including Supply Of Rods Initial Straightening And Removal Loose Rust ( If Necessary, ) Cutting To Correct Shape , Placing In Proper Position And Binding With 16Gauge Black Annealed Wire At Every Instruction Complete As Per Drawing And Direction Of E.I.C.I ) Tor Steel / Mild Steel. 152 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Up To 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slab . Beams , Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out Of Completion Of Works ( Up To Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Thick Shuttering With Out Staging And Foundation Etc, 153 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 154 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 6:1. ) .15 Mm Thick Plaster. 155 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 156 With Cement Mortar ( 4:1 ) 10 Mm Thick. 157 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 158 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 159 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 160 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 161 Earth Work In Filling Compound , Tank , Low Sand Ditches Etc, Good Earth, In Layer Not Exceeding 250Mm Including Breaking Clods & Consolidating The Same By Ramming And Dressing Complete Etc. Layer By Layercompletei ) With Carried Earth Arrangement By The Contractor Within A Radius Of 3Km Including The Cost Of Carriage But Not Exceeding 5Km 162 M.S. & Wi Ornamental Grill Of Approved Design Joints Continuously Welded With Ms.Wi. Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Necessary Screws Andlugs In Ground Floor. ( I ) Grill Weighing Above 10Kg / Sq.M. And Up To16kg / Sqm. 163 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 164 2Nd Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soil But Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack-Ingthespoilswithinaleadof75m.Asdirected.Theitem Includesnecessarytrimmingthesidesofthetrenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. Asrequiredcomplete. Depthofexcavationnotexceeding1.5Mtr. But Not Requiring Shoring 165 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurementof Finishedquantity Ofwork ) A. With Earth Obtained From Excavation Of Foundation 166 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Throughsaturationwithwaterandramming Completeincluding The Costofsupplyofsand. ( Paymenttobemadeonthebasisof Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 167 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 168 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 169 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 170 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation. 171 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 172 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction.A ) For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 Mi ) Tor Steel / Mild Steel ( I ) A. Sail / Tata / Rinl 173 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 174 ( B ) In Superstructure, Ground Floor 175 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) Andmarbledustinproportion ( 1:2 ) Includingsmoothfinishingandroundingoffcorners Includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement [email protected] / Sq.Mallcompleteincludingall Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 176 Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga Protective Coatofpainting Atthe Contactsurface Ofthe Frameexluding Costofconcrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal : Siliguri 177 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Cost Of Concrete Will Be Paid Separately ) ( I ) 40Mm X 6Mm, 200Mm Length 178 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamferingcornersasdirectedandrakingoutjointsincludingthroating, Nosingand Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ( I ) With 1:6 Cement Mortar ( A ) 20 Mm Thick Plaster 179 ( B ) 15 Mm Thick Plaster 180 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 181 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 182 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 183 Protectiveanddecorativeacrylicexterioremulsionpaintofapprovedquality, Asper ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rateincludes Costofmaterial, Labour, Scaffoldingand Allincidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 184 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 185 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 186 Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding Smootheningsurfaceby Sandpaperingetc.Includingusingofapproved Puttyetc.Onthe Surface, If Necessary : ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) -I ) Two Coat ( With Any Shade Except White ) 187 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 188 Panelshuttersofdoorandwindow, Asperdesign ( Eachpanelconsistingofsingleplank Withoutjoint ) , Includingfittingandfixingthesameinpositionbutexcludingthecostof Hinge And Other Fittings.In Ground Floor. ( I ) 35Mm Thick Shutters With 19Mm Thick Panel Of Size 30To 45 Cm.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 189 Glazedshuttersofdoors, Windows, Fanlight, Clerestorywindowsetc.As Perdesign ( With Ordinary Glass Of 7.4Kg. / Sq.M. 3Mm. Thick ) Fitted With Putty Bed And Teak Wood Bead And Nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand Other Fittings. Cost Of Glass, Putty, Wooded Beads Etc.Will Be Paid Separately. ( I ) 35Mm Thick Shutters.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 190 Supplying Best Indian Sheet Glass Panes Set In Putty And Fitted And Fixed With Nails And Putty Complete. ( In All Floors For Internal Wall & Upto 6 M Height For External Wall ) ( I ) 4 Mm Thick 191 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flatsand Barsofwindows, Railingetc.Fittedand Fixedwithnecessaryscrewsandlugsin Ground Floor.I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 192 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 193 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 194 ( Ii ) 100Mm X 5Mm. 195 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 196 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 197 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 198 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 199 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 200 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 201 ( B ) 150Mm Long X 10Mm Dia Bolt. 202 Cord For Fan Light Fitted & Fixed Complete. 203 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttering Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 204 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 205 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 206 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Shortpieceetc.Fittedwithholderbatsclamps, Includingcuttingpipes, Makingthreads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materialsand Twocoatsofpainting With Approved Paint Inany Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Totalpipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) ( I ) 20 Mm Dia. Medium Quality. 207 ( Ii ) 15 Mm Dia. Medium Quality 208 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 209 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 15 Mm Dia. 210 ( Ii ) 20 Mm Dia. 211 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 212 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 213 ( Ii ) Vent Cowl , A ) 110 Mm 214 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 215 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 216 Supplying, Fitting And Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position Complete Excluding P Or S Trap ( Excluding Cost Of Concrete For Fixing ) . ( I ) 530 Mm X 410 Mm 217 Supplying, Fitting And Fixing Cast Iron P Or S Trap Conformimg To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .A ) S Trapi ) 100 Mm Dia 218 Supplying, Fitting And Fixing 10 Litre P.V.C. Low-Down Cistern Conforming To I.S. Specification With P.V.C. Fittings Complete, C.I. Brackets Including Two Coats Of Painting To Bracket Etci ) White 219 Constructinginspectionpitofinsidemeasurement600 Mmx600mmxupto600mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Ofjhamabrickflatsoling, 15Mmthick ( 1:4 ) Cementplastertoinsidewallsandout-Side Wallsuptog.L.And20mm.Thick ( 1:4 ) Plastertobottomofthepit, Providingnecessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing Toentireinternalsurfaces, Topofthe Pitcovered With100 Mmthick R.C.C.Slab ( 1:1.5:3 ) Withstonechipsandnecessaryreinforcementsupto1%Andshutteringincluding6mm Thickcementplaster ( 1:4 ) Inallexternalsurfaces Ofthe Slaband One560 Mmdia. R.C.C. Manholecoverofapprovedmakesupplied, Fittedandfixedintheslabwithnecessary Fittings, Necessaryearthworkinexcavationinallsortsofsoil, Fillingsidesofthepitwith Earthand Removingspoilsafterworkcompleteinallrespectwith Allcostsoflabourand Materials.Ii ) With Bazree ( N.B Variety ) ( Sail / Tata / Rinl ) 220 Construction Ofseptictank Of Different Capacities Asper Approved Drawing With1st Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ofapprovedmakesupplied, Fittedandfixedinthe100mmthickr.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finishedwith 25Mm Thick Grey Artificialstone Over 100 Mmthick R.C.C ( 1:1.5:3 ) Bottom Slabincludingsupplying, Fittingandfixingallnecessryspecials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In Allsorts Ofsoil, Shoring, Bailingoutand Pumpingoutwaterasnecessary, Ramming, Dressingthebedand Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Con In All Respectwith Allcosts Oflabour And Materials.Aterials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. By Weight Of Cement With All Costs Of Labour And Materials. ( I ) For 10 Usersa ) With Bazree ( N.B Varity ) ( Sail / Tata / Rinl ) 221 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Workupto1.6Metrefromthebottomhaving150mmintermediatecementbrickwork ( 1:4 ) Bandallroundandcementbrickwork ( 1:4 ) Upto0.90Metrefromtopwith20mm Thickcementplastering ( 1:4 ) Toinsidefaceuptothedepthofcementbrickwork, 15Mm Thickcementplaster ( 1:4 ) Onouterfacefromtopofthewelluptog.L.And6mmthick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mmthickwithcementconc ( 1:1.5:3 ) Withstonechipswithnecessaryreinforcementand Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fittedandfixedinthecoverslabwithnecessaryfittings, Makingnacessary Arrangementsforpipeconnections, Excavationofwellincludingshoring, Dewateringand Removing The Exess Earth From The Premisesas Per Direction Completein Allrespect With All Costs Of Labour And Materials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. A ) Other Than Sail / Tata / Rinl ) 222 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 223 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic A ) Above 10 Km Upto 20 Km 250 Mm Di Pipe 224 16 Mm Dia. 1Mtr Long Fan Hook 225 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 226 2Nd Site B / Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1, 500 Mm 227 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 228 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth. 229 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 230 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( A ) River Bazree 231 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 232 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 233 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 234 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 235 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 236 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Affolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:4 Cement Mortar A ) 10 Mm Thick Plaster 237 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 238 ( A ) M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( Add Extra @ 1% For Each Addl. Floor Upto 4Th Floor And @ 1.25% For Each Addl. Floor Above 4Th Floor ) ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 239 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 240 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 241 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 242 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 243 Fhtcproviding Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Dia Nb Gun Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On Thesaid Pipeline And All Othersaccessories Like Saddle Piece Of Require Size To Fit The Existing Distribution Pipeline , Specials, Nut & Bolts Rubber Sheet , Washer Etc.And Laying15 Mm Nb Pvc ( Schedule 80 ) / 20 Mm Od Hdpe ( Pe 100 , Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr 7.4 / Pn16 ) Pipes Uptorequired Length With All Necessary Specials1.0 Metre Below The Ground Connecting Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Directionsof The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The House Hold Or As Directed By Eic. Supply And Installation Of A L5mm Dia. Alloy Ironbib Cock ( Tested To 2T Kg / Cm2 ) Above 1.0 Mtr. Frorn Ground, An Alloy Stop Cock Of 15 Mm Diawith Brass Spindle ( Tested Ta 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Mediurn Duty ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Pvc / Hdpe / Ppr-C Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note:1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785And Threaded To Match With Gl Pipes As Per Is : 1239 ( Part - I ) .2. Ppr-C ( Poly Propylene Randam Copolymer ) Pipe Shall Be 3-Layer Confirming To Is :15801 Uv Stabilised & Anti-Microbiol Fusion Welded, Having Thermal Stabitity For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Porypropylene Random / Fittings . 3. Rate Is Exclusive Of Supply And Deliveryof10 Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe 100, Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr7.4 / Pn19 ) Pipes.B ) Above 10 M Upto 20 M Length 244 300 Ohr Earth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soilbut Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack- Ing The Spoils Within A Lead Of 75M. As Directed. The Item Includes Necessary Trimming The Sides Of The Trenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. As Required Complete. 245 Depth Of Excavation Not Exceeding 1.5 Mtr. But Not Requiring Shoring 246 Beyond 1.5 Mtr. Upto 3.0 Mtr.But Not Requiring Shoring 247 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Salbulla Piling, Strutting Etc. ) Complete As Per Direction Of The Eic For Foundation Excavation. ( Vertical Surface Area In Contact With Supported Earth Is To Be Measured. ) This Item Should Be Executed On Specific Direction Of The Eic. For Depth Upto 1.5 M 248 For Additional Depth Beyond 1.5 M And Upto 3.00 M 249 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Through Saturation With Water And Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 250 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurement Of Finished Quantity Of Work ) 251 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming & Dressing Bed To Proper Level & Filling Joints With Powdered Earth Or Local Sand Including Cost Of Sand Etc Complete As Per Direction & Specification. 252 Oridinary Cement Concrete M-15 ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm.Down ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevent Is Code 456-2000. From …...Concidaring 73 Km.A ) Pakur / ( Up To Ground Level ) . 253 Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi : 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 300Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 25 Gradepakur Varietyfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto4 Mtr ( Column, Bracing ) 254 4 M To 8 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 255 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 256 12 M To 16M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 257 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 258 20 M & Above ( Landing, Step, Roof Dome, Walk Way, Platform ) ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 259 Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi : 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 320Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 30 Grade.In Heel Beam, Conical Slab, Bottom Dome, Bottom Ring Beam, Walkway, Shell Wall Etc. Pakur Variety16 M To 20 M ( For Heel Beam ) ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 260 B ) 20 Mtr. And Above ( Cell Wall, Floor, Top & Bottom Ring Beam & Bottom Doom, Walk Way And Lantern Etc ) . ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 261 Hire And Labour Charges For Shuttering With Centreing And Necy. Staging Upto 4M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Conc. Slabs, Beams, Columns, Lintels Curved Or Straight Includg. Fitting, Fixing And Striking Out After Completion Of Works.From Foundation To 4M Above Glabove 25 Mm And Upto 30 Mm Wooden Shuttering As Per Direction Of Eic. 262 Hire & Labour Chages For Shuttering For Conc. Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing & Stricking Off After Completion Of Work ( From 4M To Top Of Reservoir ) . 263 Extra For Staging Beyond 4 Mtr ( Mode Of Measurement Area Of Unsupported Horizontal Projection, Where Staging Beyond 4 Mtr. Is Practically Un-Avoidable ) Staging Height To Be Considered For 4 Mtr. Above G.L. To Mean Height Of Soffit And Plan Area In Between Out Side Of Ring Beam Minus Hollow Shaft If Any And Annular Ring Beam Of Staging Above Metial 4 Mtr. 264 Reinforcement In Reinforced Conc. Work In All Sorts Of Structures Includg. Dist.Bars, Stirrups, Binders Etc., Initial Straightening And Removal Of Loose Rust ( If Necy. ) Cutting To Requisite Length, Hooking And Bending To Correct Shapde, Placing In Proper Position And Binding With 16 Gauge Balck Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundn. Basement And Upto Roof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steel. Sail / Tata / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 265 Extra For Works Beyond The Roof Of Ground Floor / Initial 4 M. To 8 Mtr. ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 266 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 267 12 M To 16M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 268 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 269 Beyond 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 270 Supplying & Labour For Mixing Of Super Plasticizer Of Approved Make Brand Sika / Cico Conforming To Is-2645-1975 & Is-9130-1979 To Be Need In Mortar Admixture @ 0.20% By Wt. Of Cement ( I.E 100Ml Per 50Kg Of Cement ) For Improving Workability, Reducing Shrinkage And Improvement Of Water Tightness Of The Concrete. 271 ( A ) Applying 2 Coats Of Bonding Agent With Synthetic Multi Functional Rubber Emulsion Having Adhesive And Water Proofing Properties By Mixing With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification 272 ( B ) Applying 2 Coats Of Non-Toxic Acrylic Polymer Modified Paint Having Adhesive & Waterproofing Properties By Mixing In Proportion ( 1 Liquid: 4 Cementitious Material ) Or As Per ManufacturerS Specification For Water Proofing Layer In Water Tank Etc. 273 Supplying Mosquito Proof Net Made Of Polythene ( Netlon ) Size 75Cm. X 75Cm. For Ventilator Including Fitting, Fixing In The Best Sal Wood Frame Of 8Cm. X 5Cm. Cross Section With Necessary Wooden Batten Fixing The Assembly With Necessary Ms Clamp In Rcc Wall At The Lantern. 274 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Hinges And M.S Clamps. The Quantum Should Be Correted Upto Three Decimals. D ) Sal Local 275 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 4:2:1 ) With Stone Chipes Laid In Panels As Directed Toping Made With Ordinary Or White Cement ( As Necy. ) & Marble Dust In Proportion ( 2:1 ) Including Smooth Finishing & Rounding Off Corners Including Rackng Out Joints Or Roughening Of Conc. Surface & Including Application Of Cement Shlurry Before Flooring Works, Using Cement @ 1.75 Kg / Sqm All Complete Including All Materials & Labour Above Heel Beam. 3 Mm Thick Toping High Polishing Grinding On This Item Is Not Permitted With Ordinary Cement. ( A ) 25 Mm Thick. ( Reservoir Inside Floor & Wall, Walk Way Floor, Cc Step, Platform Landing ) . 276 Supplying At Site Filling , Fixing , Erecting And Building In Position Where Necessary 600Mm.Wide M.S. Cat Ladder As Per Design Consisting Of 2Nos. Ismc 150, 8Mm.Thick With Necessary Base Plate Of 8Mm.Thick 100Mm.Wide M.S. Plate As Steep @ 300Mm.A / C Supported On Isa 50X50x6 , Isa 60X60x8mm.Thick Both Side As Per Requirement.900Mm.Ht. As Post On One Side / Both Side @ 1000 And Isa 45X45x6 As Horiz. Runner To Cover Side Railing Including Fabrication, Welding, Drilling Etc.As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Primer Etc. All Complete As Per Direction Of Eic. For Cat Ladder, Railing Of Stair & Platform, Walkway Etc. E ) From 20Mtr. To 24Mtr. @ 1.5%Extra Of ( D ) 277 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per Direction Of The Eic 278 Supplying, Fitting, Fixing 900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railing And 2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railing Top & Floor Vertical Post Of Railling Are 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C. 279 Supplying Fitting And Fixing In Position Reinforced Cement Polymer Concrete Manhole Cover With Matching Frame As Per Is-12592 ( Md ) A ) Square. I ) 600 Mm X 600 Mm X 50 Kg ( Approx ) A ) 5Mt Load Bearing Capacity Round Manhole Cover Parovided With Two Nos. Lifter Hook With Machining Frame Of Size 550Mm X 65Mm ( Cover ) And 650Mm X 125Mm ( Frame ) Opening 470Mm And Wt. 90Kg. Approx. 280 Horn Gap Lighting Arrestor Complete Parts And Pin Insulators Supplying, Fitting Fixing All Complete As Per Direction Of E.I.C. 281 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary. ( Excluding Cost Of Chipping Over Concrete Surface ) With 1:4 Cement Mortar 15Mm Thick Plaster. From 16M To 20M Of Reservoir 282 With 1:4 Cement Mortar 15Mm Thick Plaster. From 20M And Above Of Reservoir 283 With 1:3 Cement Mortar 10Mm Thick Plaster Above 20 M & Above 284 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Throughly, Complete As Per ManufacturerS Specification And As Per Direction Of The Eic.A ) One Coat Gl To 4 M 285 4M To 8 M 286 8 M To 12 M 287 12 M To 16M 288 16 M To 20 M 289 Above 20 M 290 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturers Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material , Labour, Scaffolding, And All Other Incidental Charges But Excluding The Cost Of Primer. Two Coat. Super Protective 100% Acrylic Emalsion.Gl To 4 M 291 4M To 8 M 292 8 M To 12 M 293 12 M To 16M 294 16 M To 20 M 295 Above 20 M 296 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] 150 Mm Dia 297 200 Mm Dia. 298 250 Mm Dia 299 Supply & Delivery Atfollowing Nominal Sizes And Classes Cidf Sluice Valve In Terms With Is 14846-2000, Inside Screw Non Rising, Stern, Flanges Faced And Drilled As Per Is 1538-1993, Spindle / Stern With Ssaisi410 As Per Is 6603-1972, Body, Bonnet, Wedge, Stuffing Box Gland Thrust Plate, Cap Inconformity With Is 210-1978, With An Amendments Order Is Specification As Stated. ( Upadhaya / Kirlosker / Kejriwal / Ivp / L & T / Vag / M & P ) Make Class-Pn 1.0 With Cap.150 Mm Dia 300 200 Mm Dia. 301 250 Mm Dia 302 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.100 Mm Dia. 303 200 Mm Dia 304 300 Mm Dia 305 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.100 Mm Dia. 306 200 Mm Dia 307 300 Mm Dia 308 Fitting, Fixing Duck Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Of Approved Grade & Quality & Including Excavation Of Earth Etc. Complete In All Respect200mm.Dia 309 250Mm.Dia 310 150Mm.Dia 311 Hoisting, Fitting, Fixing Of Bell Mouth With Puddle Collar In Rcc Work Complete In All Respect As Per Drawing, Specification And Direction Of Eic. 100 Mm Dia. 312 200 Mm Dia. 313 250Mm.Dia 314 Making Flange Joint To Cidf Pipe, Specials, Valves Etc.With Supply Of Necessary Nuts And Bolts, Rubber Insertion Of 6Kg / M2 ( 3Mm Gauge ) And Materials Required Including Dewatering If Any Tools And Plants, Labour Cost Etc. As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Make ) For100 Mm Dia. 315 200 Mmdia. 316 250Mm.Dia 317 Making Arrangement For Water Tightness Test Conforming To The Provision Laid In Is:3370 ( Pt-I ) 1956 By Filling With Water Upto Top Water Level ( Twl ) As Shown In The Drawing And As Per Direction Of Eic. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) 318 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc Complete. 319 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window, Sills, Floor, Drain Etc.Note-Cement 0.152 Cu.M. Per 100 Sq.M. 320 Number Plaque Of Building ( Plaque Size Up To 225 Mm X 225 Mm ) Made Of Sand Cement Plaster ( 1 : 2 ) On Face Of Wall Or Plinth With 50 Mm Size Letters P.W.D And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters And The Number Complete As Per Direction. 321 Supplying And Laying Standard Four Course Bituminous Water Proofing Treatment As Per Specification Laid Down In I.S. 1346 - 1991 To Be Finished With Pea Size Gravel Including Necessary Preparatory Works Such As Shaping Mouth Of Outlets, Cutting As And Where Necessary And Refilling With Sand And Cement Mortar ( 4:1 ) Or Cement Concrete ( 1:2:4 ) With Graded Stone Chips Before Undertaking The Treatment Including Cutting Grooves In Parapet And Inserting Edge Of Felt And Mending Good Damage Complete In All Respect As Per Direction Of Engineer - In - Charge Including Cost Of All Materials And Labours And Incidental Charges But Excluding The Cost Of Cement Mortar Or Concrete Required For Levelling And Grading. ( In Sloped Roof Course Sand Of Approved Varieties Is To Be Used In Place Of Pea Size Gravels As Fourth And Final Course. ) I ) 1St And 3Rd Course With Bonding Materials Of Hot Applied Industrial Blown Type Bitumen Of Grade 85 / 25 Or 90 / 15 Conforming To I.S.702 - 1988 @ 12Kg / 10Sqm On Each Layer.Ii ) 2Nd Course With Hessian Base Self Finished Bitumen Type3r.-I Conforming To I.S. 1322-1993 ( Weighing 23Kg / 10Sqm Gross With Bitumen Content 12.10Kg / 10Sqm ) Tested Under The Provision Of I.S. 13826 - 1993 Part Vii.Iii ) 4Th Course With Washed And Clean Pea Sized Gravel Or Grit @ 0.006 Cum / Sqmb. Over Sloped Roof. 322 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow And Delivery Line Of Orh Asper Departmental Drawing. A ) C.I.D.F. Pipe As Per I.S.7181 - 1986 With Letest Revision. 323 Bituminous Filer Of Approved Type In Excavation Joint Between The Shell Wall & Roof Including Finishing The Top Surface As Per ;Drawing, Specification And Direction Of Eic 324 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 325 Commissioning The R.C.C. Over Head Reservoir By Operating Of All Category Of Sluice Valves , Testing Of Hoisted Pipe Joints Including Repairing The Leakage ( S ) If Detected , Including Making Inter Connections, Flange Jointing / Lead Jointing With The Newly Laid Rising Main And Distribution Main All Complete As Per Direction Of The Eic. 326 Suppling, Fitting And Fixing M.S Clamps Door And Window Frame Made Of Flatbent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( ( 1:2:4 ) As Perdirection Of Concrete Will Be Paid Separatelt. ( C ) 40Mm X 6 Mm, 125 Mm Length 327 ( A ) M.S Or W.I. Ornamental Grill Approved Design Joints Continuously Welded With M.S W.I Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Bbnecessary Screws And Luge In Ground Floor. ( Add Extra @1% For Each Addl. Upto 4Th Floor And @1.25% For Each Addl. Floor Above 4Th Floor ) Grill Weighing Above 10 Kg. / Sq.M And Upto 16 Kg. / Sq. M. 328 Grill Weighing Above 16 Kg. / Sq.Mtr And Above 329 Welding In M.S Structurral Work Gas Or Electric Continuous Weld 330 Priming One Coat On Timber Or Plaster Surface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. 331 Priming One Coat On Steelor Metalsurface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. ( This Item Is Applicable To New Work Or Old Work When The Original Surface Has Been Exposed By Removal Of Old Paint ) 332 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Inclding Using Of Approved Putty Etc, . On The Surface, If Necessary :On Timber Or Plastered Surfacewith Super Gloss ( Hi-Gloss ) Two Coat ( With Any Shade Except White ) 333 On Steel Or Other Metal Surface: With Super Gloss ( Hi-Gloss ) Two Coat ( Any Shade Except White ) 334 A ) Earthing With 50Mm.Dia G.I. Pipe3.64Mm.Thick X 3Mtr. ( 10”-0” ) Long And L;1 X 4Swg G.I. ( Hot Dip ) Wire 4Mtr. Long 13Mm. Dia X 80Mm.Long G.I.Bolts, Double Nuts , Washer Including S&F 15Mm.Dia G.I.Pipe Protection ( 1Mtr. Long ) To Be Filled With Bitumen Partly Below Ground Level To An Av. Depth Of 3.65M Below G.L. And Restoring The Surface Duly Rammed As Per Iee Rulei ) For Soft Soil. B ) By Tata Medium G.I.Pipe. 335 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Of Hydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials But Excluding Cost Of Valves..B ) 90Mm ( Od ) 336 B ) 110 Mm ( Od ) 337 C ) 125 Mm ( Od ) 338 D ) 140 Mm ( Od ) 339 E ) 160 Mm ( Od ) 340 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 341 B ) 110 Mm ( Od ) 342 C ) 125Mm ( Od ) 343 D ) 140 Mm ( Od ) 344 E ) 160 Mm ( Od ) 345 A ) For Ci / Di Pipeb ) 150 Mm Dia 346 C ) 200 Mm Dia 347 E ) 300 Mm Dia 348 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 349 B ) 110 Mm ( Od ) 350 C ) 125Mm ( Od ) 351 D ) 140 Mm ( Od ) 352 E ) 160 Mm ( Od ) 353 A ) For Ci / Di Pipeb ) 150 Mm Dia 354 C ) 200 Mm Dia 355 E ) 300 Mm Dia 356 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 150 Mm Dia. 357 C ) 200 Mm Dia. 358 E ) 300 Mm Dia. 359 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 360 C ) 200 Mm Dia. 361 E ) 250 Mm Dia. 362 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 363 I ) 200 Mm Dia Pipe 364 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic. 365 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 366 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 367 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 368 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 369 Bamboo Pile Walling Made Of 65 Mm To 75 Mm Dia. Bamboo ( In Single Line ) Driven About Half Length Into The Ground At Very Close Spacing Side By Side Including Necessary Bamboo Stays Ties Runners Etc And Lining The Exposed Portion With Sheets Made Form Cutdrums Fitted And Fixed Complete As Per Direction. 370 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. N.B: The Above Item Should Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender List150 Mm Dia 371 200 Mm Dia
Contract Date: Mar 07, 2025 Contract Value : ₹ 1
Government Departments No of Bidders 3
West Bengal View Result →
40.
Drinking Water Supply and Sanitation #8217914 AOC
Tender For Augmentation Of Rural Water Supply Scheme Goriya, Sewali And Sawantpura Jaitaki Dhani , Mla Constituency Khandela, Distt.- Sikar - 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Upto 100 Meter depth 3 Nominal bore 200 mm dia 4 Construction of tube well after completion of drilling by rotary/ percussion method & upto 100 mtr depth in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. 5 Add 15% extra on above item (item no. 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and upto 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and upto 200 mtr. 6 Add 30% extra on above item (item no. 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr. 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 8 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia 9 Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 10 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 11 50 mm dia 12 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 13 3 core 4.0 Sq.mm 14 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 15 16.0 Sq.mm, 4 core 16 Providing & fixing of double flanged CI body ISI marked NRV of approved make of following size. 17 65 mm 18 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.80 mm dia 19 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium 20 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 21 65 mm dia 22 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 23 Above 5HP & upto 10 HP 24 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 25 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 26 7.5 KW (10 HP) & head above 120 mtr. 27 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 28 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 29 HDPE PE-100PN-10 30 90 mm 31 110 mm 32 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 33 In All Typeof Soil 34 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 35 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 36 Bituminous courses 37 Granular courses 38 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 39 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 40 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 41 Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material 42 Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . 43 Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] 44 In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 45 Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. 46 VG 30 47 Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface 48 Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per directionof Engineer. 49 Manually Operated Class PN 1.0 50 100 mm 51 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 52 100 mm dia. 53 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 54 For Class-A loading 55 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 56 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 57 HDPE PE-80PN-6 58 140 mm 59 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 60 In All Typeof Soil 61 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 62 Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 50 metres as directed by Engineer. 63 Bituminous courses 64 Granular courses 65 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 66 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe lineand chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technicalspecification and scope of work. 67 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominalsize). 68 Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material 69 Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . 70 Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] 71 In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 72 Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. 73 VG 30 74 Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface 75 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 76 Manually Operated CI Sluice valve of Class PN-1.0 77 150 mm HW 78 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 79 150 mm 80 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 81 For Class-A loading 82 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 83 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 84 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M 85 KL 86 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 87 For OHSR 88 100 mm 89 150 mm 90 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/FResilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubbletight), straight and pocket less body passage of approved make of following class &dia complete confirming to BS-EN-1171/ AWWA C-509 and of followingspecifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as perDIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face toface dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Boltconfirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of blackEPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning alongwith pipe line as per Technical Specifications and as per direction of Engineer-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 91 Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 92 100 mm 93 150 mm 94 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 95 100 mm dia. 96 150 mm dia. 97 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 98 BFM100 mm 99 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 100 125 mm dia. 101 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 102 For Class-A loading 103 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 104 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 105 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 106 Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - 107 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). 108 i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 109 Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 110 100 KL capacity 111 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 112 Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. 113 100 mm 114 Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. 115 Providing, lowering, aligning, fixing in position in pipe line at work site,DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) ,Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete onfirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.PN 1.6 Manually Operated 116 100 mm 117 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 118 100 mm 119 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.(AT INLET PIPE OF CWR) 120 BFM100 mm
Contract Date: Nov 07, 2025 Contract Value : ₹ 95.20 Lakh
Government Departments No of Bidders 15
Rajasthan View Result →
41.
Water Resources and Irrigation #8189876 AOC
GENERAL-MLA ADS 2024-2025-BEYPORE LAC-CHATHANKAITHODU-Reconstruction of Chathankaithodu SWEVCB - ProvidingFRP shutter and Mechanical shutter at Mannur in Kadalundi Grama Panchayat of Kozhikode District-General Civil Work-1-- 1 Shutter work 2 OD35208/2024-2025:Removing the puddle clay already filled in between two rows of damaged wooden shutters and lifting the shutters from 2m wide vents of VCB etc. complete as per instruction of departmentel offcers at site 3 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. 4 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete 5 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 6 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 7 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts 8 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 9 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 10 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 11 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 12 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of C profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. 13 60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. 14 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
Contract Date: Nov 01, 2025 Contract Value : ₹ 6.60 Lakh
Government Departments No of Bidders 1
Kerala View Result →
42.
Educational and Research Institute #8184416 AOC
Tender For Thumpoly St.Thomas Poomkavu Church,PilgrimTourism,Alappuzha-- 1 CIVIL WORKS-GROUND FLOOR 2 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 3 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soi 4 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) 5 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 6 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. 7 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform 8 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers 9 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts 10 5.9.7Centering and shuttering including strutting, etc. and removal of form for:Stairs,(excluding landings ) except spiral - staircases) 11 5.9.19Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges 12 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more 13 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum 14 5.33.2Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work, using cement contentas per approved design mix, including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishing and reinforcement, includingadmixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as perdirection of Engineer - in-charge. Note:- Cement content considered in this item is @330 kg/ cum. Excess or less cement used as per design mix is payable or recoverableseparately.All work above plinth level upto floor V leve 15 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 16 50.2.25.1Filling with contractors own earth ( excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per directionof site Engineer-in-charge 17 50.6.1.5Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cmor nearest available size confirming to IS 2185 Part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etccomplete 18 50.6.2.2Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete 19 9.1.1Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paid forseparately).Second class teak wood 20 9.5.1.1Providing and fixing panelled or panelled and glazed shutters for shutters for doors,windows and clerestory windows, including ISI marked M.S. pressed butt hingesbright finished of required size with necessery screws, excluding panelling which willbe paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood35 mm thick shutters 21 9.7.1 Providing and fixing panelling or panelling and glazing in panelled or panelled andglazed shutters for doors, windows and clerestory windows (Area of opening forpanel inserts excluding portion inside grooves or rebates to be measured), Panellingfor panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teakwood 22 50.9.1.1Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paid forseparately), using good quality Anjili wood /jack wood 23 50.9.2.1Providing and fixing paneled and glazed shutters for doors, windows and clerestorywindows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges brightfinished of required size with necessary screws, excluding panelling which will bepaid for separately, all complete as per direction of Engineerin - charge using Anjili/Jack wood 24 50.9.4.1Providing and fixing paneling or paneling and glazing in paneled or paneled andglazed shutters for doors, windows and clerestory windows (Area of opening forpanel inserts excluding portion inside grooves or rebates to be measured) paneling forpaneled or paneled and glazed shutters 25 mm to 40 mm thick using good qualityAnjili/ Jack wood 25 50.9.5.1Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4 mm thick float glass panes including ISI marked M.S pressed butt hingesbright finished of required size with necessary screws. Using Anjili wood/ jack wood35 mm thick shutters. 26 21.1.1.2Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating50 micron) 27 21.3.2Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 5.50mm thickness (weight not less than 12.50 kg/sqm) 28 9.48.2Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc 29 9.123Providing and fixing factory made door frame (single rebate) made out of single pieceextruded solid PVC foam profile with homogeneous fine cellular structure havingsmooth outer integral skin having 62 mm width & 32 mm thickness, frame will bemitred & jointed with self driven self tapping screws of size 38 mm x 4 mm & PVCsolvent cement, including fixing the frame to wall with suitable dia & length anchorfastener as per manufacturers specification and direction of Engineer-in-charge. 30 9.124.1Providing and fixing factory made 30 mm thick door shutter made of solid PVC foamprofile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15 mmintegrally extruded on the hinge side of the profile for better screw holding power.The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mm x 1mm, painted with primer, all four corners of reinforcement to be welded or sealed.Solid PVC extruded bidding (Push fit type) will be set inside the styles and the railswith a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The stylesand rails will be mitred cut and joint with the help of PVC solvent cement & selfdriven self tapping screws. Single piece extruded solid PVC lock rails of sixe 100mmx 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of thelock rail & fixed with styles with the help of PVC solvent cement & self driven selftapping screws of size 100 mm x 8 mm complete as per manufacturers specificationsand direction of Engineer -in-charge.Non decorative finis 31 9.74.1Providing and fixing bright finished brass tower bolts (barrel type) with necessaryscrews etc. complete:250x10 mm 32 9.88Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6levers and a pair of lever handles of approved quality with necessary screws etc.complete. 33 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. 34 12.50Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoidscratches during transportation and should be supplied in single length upto 12 metreor as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/selftapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. 35 10.6.1Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the endby end locks, mounted on specially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strength conforming to IS:4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25mm M.S. laths with 1.25 mm thick top cover 36 10.7Providing and fixing ball bearing for rolling shutters. 37 12.4.1Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed withpolymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumenwashers complete.0.80 mm thick with zinc coating not less than 275 gm/m2 38 11.39Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm ormore (thickness to be specified by the manufacturer), of 1st quality conforming to IS:15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the jointswith white cement and matching pigments etc., complete. 39 11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. 40 11.36Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer -inCharge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm,including pointing in white cement mixed with pigment of matching shade complete 41 13.5.115 mm cement plaster on rough side of single or half brick wall of mix:1:4 ( 1Cement : 4 coarse sand) 42 13.7.112 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1cement : 3 fine sand)N 43 13.7.212 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1cement : 4 fine sand) 44 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer 45 13.47.1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 46 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work 47 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work 48 22.5Providing and laying water proofing treatment in sunken portion of WCs, bathroometc., by applying cement slurry mixed with water proofing cement compoundconsisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed withwater proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to aircure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed withwater proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to aircure for 4 hours followed with water curing for 48 hours. The rate includespreparation of surface, treatment and sealing of all joints, corners, junctions of pipesand masonry with polymer mixed slurry 49 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and makingcurvature (wherever required) and fitting the same with necessary stainless steel nutsand bolts complete, i/c fixing the railing with necessary accessories & stainless steeldash fasteners, stainless steel bolts etc., of required size on the top of the floor or theside of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) 50 OD26981/2025-2026Providing and fixing 200mm solid SS finished handles with necessary screwsincluding cost conveyance fixing charge etc. complete: 51 11.16.1Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12mm, laid infloors, and landings, jointed with neat cement slurry mixed with pigment to match theshade of the tiles including rubbing and polishing complete, on 20 mm thick bed ofcement mortar 1:4 (1 cement : 4 coarse sand) :Light shade pigment using whitecement 52 8.2.2.2Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded andprepolished, machine cut for kitchen platforms, vanity counters, window sills, faciasand similar locations, of required size, approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated withwhite cement, mixed with matching pigment, epoxy touch ups, including rubbing,curing, moulding and polishing to edges to give high gloss finish etc. complete at alllevels.Area of slab over 0.50 sqm 53 16.21Engraving letters in hard stone 54 CIVIL WORKS- FIRST FLOOR 55 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers 56 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts 57 5.33.2Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work, using cement contentas per approved design mix, including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishing and reinforcement, includingadmixtures in recommended proportions as per IS: 9103 to accelerate, retard settingof concrete, improve workability without impairing strength and durability as perdirection of Engineer - in-charge. Note:- Cement content considered in this item is @330 kg/ cum. Excess or less cement used as per design mix is payable or recoverableseparately.All work above plinth level upto floor V level 58 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more 59 50.6.1.5Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cmor nearest available size confirming to IS 2185 Part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etccomplete 60 50.9.1.1Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paid forseparately), using good quality Anjili wood /jack wood 61 50.9.2.1Providing and fixing paneled and glazed shutters for doors, windows and clerestorywindows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges brightfinished of required size with necessary screws, excluding panelling which will bepaid for separately, all complete as per direction of Engineerin - charge using Anjili/Jack wood 62 50.9.4.1Providing and fixing paneling or paneling and glazing in paneled or paneled andglazed shutters for doors, windows and clerestory windows (Area of opening forpanel inserts excluding portion inside grooves or rebates to be measured) paneling forpaneled or paneled and glazed shutters 25 mm to 40 mm thick using good qualityAnjili/ Jack wood 63 13.7.212 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1cement : 4 fine sand) 64 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer 65 13.47.1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 66 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work 67 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work 68 50.6.2.2Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete 69 9.74.1Providing and fixing bright finished brass tower bolts (barrel type) with necessaryscrews etc. complete:250x10 mm 70 9.88Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6levers and a pair of lever handles of approved quality with necessary screws etc.complete. 71 PLUMBING WORKS 72 17.10.1.1Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983with C.I. brackets and stainless steel plug 40 mm, including painting of fittings andbrackets, cutting and making good the walls wherever required:Kitchen sink with drain board510x1040 mm bowl depth 250 mm 73 17.16AProviding and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre longwith S.S. triangular plate to Eureopean type W.C. of quality and make as approved byEngineer - in - charge 74 17.2.1Providing and fixing white vitreous china pedestal type water closet (European typeW.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, includingflush pipe, with manually controlled device (handle lever), conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the wallsand floors wherever required:W.C. pan with ISI marked white solid plastic seat andlid 75 17.22AProviding and fixing CP Brass 32mm size Bottle trap of approved quality & makeand as per the direction of Engineer in charge. 76 17.4.2Providing and fixing white vitreous china flat back or wall corner type lipped fronturinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withautomatic flushing cistern with standard flush pipe and C.P. brass spreaders withbrass unions and G.I. clamps complete, including painting of fittings and brackets,cutting and making good the walls and floors wherever required:Range of two urinalbasins with 5 litre white P.V.C. automatic flushing cistern 77 17.73.2Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleatswith CP brass screws with concealed fitting arrangement of approved quality andcolour600 mm long towel rail with total length of 645 mm, width 78 mm andeffective height of 88 mm, weighting not less than 190 gms 78 17.28.1.2Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC.waste fittings complete.Semi rigid pipe40 mm dia 79 17.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approvedquality) complete with 6 mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete. 80 17.7.4Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Flat backwash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 81 17.71Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and112 mm distance from wall of standard shape with bracket of the same materials withsnap fittings of approved quality and colour, weighing not less than 105 gms 82 17.72Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm widewith minimum distances of 37 mm from wall face with concealed fittingsarrangement of approved quality and colour, weighing not less than 88 gms 83 18.17.1Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :25 mm nominal bore 84 18.17.1AProviding and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :20 mm nominal bore 85 18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :32 mm nominal bore 86 18.17.4Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :50 mm nominal bore 87 18.17.5Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :65 mm nominal bore 88 18.17.6Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :80 mm nominal bore 89 18.49.1Providing and fixing C.P brass bib cock of approved quality conforming to IS:8931.15 mm nominal bore 90 18.53.1Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS: 893115 mm nominal bore 91 18.7.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20mm nominal dia pipes 92 18.7.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25mm nominal dia pipes 93 18.7.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32mm nominal dia pipes 94 18.7.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40mm nominal dia pipes 95 18.7.6Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50mm nominal dia pipes 96 18.8.1Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.15 mm nominal dia pipes 97 18.8.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.20 mm nominal dia pipes 98 18.8.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.25 mm nominal dia pipes 99 18.8.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.32 mm nominal dia pipes 100 18.9.6Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fittings with one step CPVC solventcement, trenching , refilling & testing of joints complete as per direction of Engineerin-Charge. External work50 mm nominal dia pipes 101 18.9.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fittings with one step CPVC solventcement, trenching , refilling & testing of joints complete as per direction of Engineerin-Charge. External work80 mm nominal dia pipes 102 18.9.9Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fittings with one step CPVC solventcement, trenching , refilling & testing of joints complete as per direction of Engineerin-Charge. External work100 mm nominal dia pipes 103 18.19.3.1Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreHorizontal 104 18.19.4.1Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal 105 18.19.5.1Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreHorizontal 106 18.31.1.2Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubberinsertion etc. (the tail pieces if required will be paid separately):100 mm diameterClass II 107 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. 108 2.10.1.1Excavating trenches of required width for pipes, cables, etc including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, includinggetting out the excavated soil. and then returning the soil as required, in layers notexceeding 20 cm in depth, including consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:All kinds of soilPipes, cables etc, not exceeding 80 mm di 109 2.10.1.2Excavating trenches of required width for pipes, cables, etc including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, includinggetting out the excavated soil. and then returning the soil as required, in layers notexceeding 20 cm in depth, including consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 110 19.30.1.1Constructing brick masonry chamber for underground C.I. inpection chamber andbends with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) C.I.cover withframe (light duty) 455x610 mm internal dimensions, total weight of cover with frameto be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg), R.C.C topslab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mmnominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stoneaggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement onwalls and bed concrete etc. complete as per standard design:With common burnt clayF.P.S. (non modular) bricks of class designation 7.5 111 19.7.1.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand)with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick withcement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neatcement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size ) finished with a floating coat of neatcement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)455x610 mm internal dimensions, total weight of cover and frame to be not less than38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clayF.P.S. (non modular) bricks of class designation 7.5 112 19.8.1.1Extra for depth for manholesSize 90x80 cmWith common burnt clay F.P.S. ( non modular ) bricks of classdesignation 7.5 113 OD26986/2025-2026Providing and fixing Grab bar 450mm Long Also available (Cera / Approved make) 114 OD26998/2025-2026Supplying and fixing approved make C.P. twin robe hook with C.P. screws etc.,complete. Fixed on the toilet door (Cera / Approved make) 115 OD26995/2025-2026Supplying & fixing of approved make 15mm CP two way bib cock withnecessary CP wall flanges etc., complete. (Cera / Approved make) 116 OD26996/2025-2026Supplying and providing 1hp pump with foot valve and all accessories includinglabour charges conveyance etc. complete 117 OD26987/2025-2026Supply and fixing 160 mm GI flange 118 OD26993/2025-2026Supplying, laying, jointing, testing and comissioning of approved make PVCmultifloor trap with cp grating, necessary PVC puddle flanges for floor trap insidetoilet & required concrete encasing all around, complete 119 OD26984/2025-2026Providing and fixing 75mm dia PVC vent cowl to pipe already fixed as directed by Engineer in charge at all levels 120 OD26983/2025-2026Providing and fixing 110mm dia PVC vent cowl to pipe already fixed as directed byEngineer in charge at all levels 121 OD26989/2025-2026Supplying, laying, jointing, testing and commissioning approved make 40mm diaUPVC pipes class III 6 Kg/cm2 with solvent cement joints confirming to IS 4985 forWash basin, Sink, Washing machine & Urinal outlets. The quoted rate shall includenecessary chisling in walls making goodthe same in C.M. 1:4, encasing the pipes in toilet sunken and under ground in M-15 asper specifications 100 mm thk. all around with necessary shuttering arrangement,necessary fittings viz.,elbows,tees etc.complete. 122 OD26990/2025-2026Supplying, laying, jointing, testing and commissioning approved make 50mm diaUPVC pipes class III 6 Kg/cm2 with solvent cement joints confirming to IS 4985 forWash basin, Sink, Washing machine & Urinal outlets. The quoted rate shallinclude necessary chisling in walls making goodthe same in C.M. 1:4, encasing the pipes in toilet sunken and under ground in M-15 asper specifications 100 mm thk. all around with necessary shuttering arrangement,necessary fittings viz.,elbows,tees etc.complete 123 OD26982/2025-2026Supplying, laying and jointing hard 75 mm dia (4kg / sq.cm) PVC pipes with PVCspecials such as tees, bends, door bend, door tee, elbow, unions, etc. with clamptesting the lines rectifying any leakages or defects etc. complete as directed by theEngineer in charge for soil, waste, vent pipe, etc. concealed or open at all levelsincluding cost conveyance of all materials , labour charges, sundries etc. complete forinternal work exposed on walls as directed by the Engineer in charge. 124 OD26991/2025-2026Supplying, laying and jointing hard 75 mm dia (6kg / sq.cm) PVC pipes with PVCspecials such as tees, bends, door bend, door tee, elbow, unions, etc. with clamptesting the lines rectifying any leakages or defects etc. complete as directed by theEngineer in charge for soil, waste, vent pipe, etc. concealed or open at all levelsincluding cost conveyance of all materials , labour charges, sundries etc. complete forinternal work exposed on walls as directed by the Engineer in charge. 125 OD26988/2025-2026Supplying, laying and jointing hard 110mm dia (6kg / sq.cm) PVC pipes with PVCspecials such as tees, bends, door bend, door tee, elbow, unions, etc. with clamptesting the lines rectifying any leakages or defects etc. complete as directed by theEngineer in charge for soil, waste, vent pipe, etc. concealed or open at all levels including cost conveyance of all materials , labour charges, sundries etc. complete forinternal work exposed on walls as directed by the Engineer in charge 126 OD26992/2025-2026Providing and fixing 100 mm dia gun metal gate valve with C.I. wheel ofapproved quality (screwed end) 127 OD26997/2025-2026Supplying and fixing of open well submerssible pump, with CI construction, CIimpeller complete with motor, base plate, foundation bolt, nuts, pressure guage andall accessories. And working with 415V, 3ph and 50hz frequency including costconveyance of all materials labour charge etc. complete as directed by the Engineer incharge at all levels Capacity 11.38m3/hr Head 11m 128 OD26994/2025-2026:Supply and fixing 160 mm sluice valve ( cast iron) 129 18.17.3Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :40 mm nominal bore 130 18.51.1Providing and fixing C.P. brass long body bib cock of approved quality conforming toIS standards and weighing not less than 690 gms.15 mm nominal bore 131 ELECTRICAL WORKS 132 1.10.3Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVCinsulated copper conductor single core cable in surface / recessed medium class PVCconduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C 133 1.11Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copperconductor single core cable in surface / recessed medium class PVC conduit, 2 waymodular switch, modular plate, suitable GI box and earthing the point with 1.5sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 134 1.17.12Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x2.5 sq. mm 135 1.17.21Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x4 sq. mm 136 1.17.3Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X1.5 sq.mm 137 1.17.30Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x6 sq. mm 138 1.17.31Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.4 x6 sq. mm 139 1.21.1Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/ recess including cutting the wall and making good the same incase of recessed conduit as required.20 mm 140 1.21.2Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/ recess including cutting the wall and making good the same incase of recessed conduit as required.25 mm 141 1.24.1Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. as required.5/6amps switch 142 1.24.3 Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. asrequired.15/16 amp switch 143 1.24.4Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. as required.3pin 5/6 amp socket outlet 144 1.24.5Supplying and fixing following modular switch/ socket on the existing modular plate& switch box including connections but excluding modular plate etc. as required.6pin 15/16 amp socket outlet 145 1.25Supplying and fixing two module stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular plate etc. asrequired. 146 1.26Supplying and fixing modular blanking plate on the existing modular plate & switchbox excluding modular plate as required. 147 1.27.2Supplying and fixing following size/ modules, GI box alongwith modular base &cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) 148 1.27.4Supplying and fixing following size/ modules, GI box alongwith modular base &cover plate for modular switches in recess etc as required.6 Module (200mmX75mm) 149 1.28.2Supplying and fixing following Modular base & cover plate on existing modularmetal boxes etc. as required.3 Module 150 1.33Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ woodenblock including connection etc as required. 151 1.55.1Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copperconductor single core cable in surface/ recessed PVC conduit, and earthing the pointwith 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. asrequired.Group A 152 1.55.2Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bellpoint ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copperconductor single core cable in surface/ recessed PVC conduit, and earthing the pointwith 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. asrequired.Group B 153 1.55.3Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bellpoint ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copperconductor single core cable in surface/ recessed PVC conduit, and earthing the pointwith 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. asrequired.Group C 154 90.10.1.3Supply & Fixing the following types/ sizes of boxes suitable for modular accessoriesin surface/ recess including making good the damages, colour washing etc as required(RoHS compliant )3 module moulded plastic box on surface 155 90.11.1.10Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required4 way (8+12) - three phase double cover (IP42/43) 156 90.11.1.12Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required8 way (8+24) - three phase double cover (IP42/43) 157 90.11.1.14Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - double cover TPN verticalDB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/TP MCB as outgoing (IP 42/43) 158 90.11.1.18Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required4 way (8+12) - double cover TPN verticalDB with provision for fixing MCCB as incomer and SP/ TP MCB as outgoing (IP42/43) 159 90.12.1.28Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in ground includingexcavation of trench of size 35 x 75 cm, refilling the trench etc. as required butexcluding sand cushioning and protective covering (in ordinary soil).3.5 core 35 sqmm 160 90.12.1.36Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in ground includingexcavation of trench of size 35 x 75 cm, refilling the trench etc. as required butexcluding sand cushioning and protective covering (in ordinary soil).3.5 core 300 sqmm 161 90.12.1.40Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in ground includingexcavation of trench of size 35 x 75 cm, refilling the trench etc. as required butexcluding sand cushioning and protective covering (in ordinary soil).4 core 10 sq mm 162 90.12.1.41Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in ground includingexcavation of trench of size 35 x 75 cm, refilling the trench etc. as required butexcluding sand cushioning and protective covering (in ordinary soil).4 core 16 sq mm 163 90.12.7.28Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.3.5 core 35 sq mm with factory madeclamp 164 90.12.7.30Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.3.5 core 70 sq mm 165 90.12.7.32Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.3.5 core 120 sq mm 166 90.12.7.34Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.3.5 core 185 sq mm 167 90.12.7.35Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.3.5 core 240 sq mm 168 90.12.7.36Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.3.5 core 300 sq mm 169 90.12.7.40Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.4 core 10 sq mm with factory made clamp 170 90.12.7.41Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.4 core 16 sq mm with factory made clamp 171 90.4.5.4Supply, Installation, testing and commissioning of ceiling fan of following sizesincluding wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mmFRLS PVC insulated, copper conductor, single core cable etc. as required.1200mm sweep - ceiling fan complete with service value minimum 4.0(cubmeter/minute/Watt), Air delivery minimum 210(cubic meter/minute), Copper windingsuitable for 230V/240V single phase AC supply 172 1.50.1Installation of exhaust fan in the existing opening, including making good the damageconnection testing, commissioning etc. as required.Upto 450 mm sweep 173 2.10.1Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, C curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Single pole 174 2.10.4Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, C curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Triple pole 175 2.3.3Supplying and fixing following way, single pole and neutral, sheet steel, MCBdistribution board, 240 volts, on surface/ recess, complete with tinned copperbus bar, neutral bus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But without MCB/RCCB/Isolator)12 way, Double door 176 2.11Supplying and fixing single pole blanking plate in the existing MCB DB completeetc. as required. 177 2.13.2Supplying and fixing following rating, four pole, 415 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required.63amps 178 9.1.21Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.3 1/2X 35 sq. mm (32mm) 179 9.1.23Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.3 1/2X 70 sq. mm (38mm) 180 9.1.25Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.3 1/2 X 120 sq. mm (45mm) 181 9.1.27Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.3 1/2X 185 sq. mm (57mm) 182 9.1.29Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.3 1/2X 240 sq. mm (62mm) 183 9.1.30Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.3 1/2X 300 sq. mm (70mm) 184 9.1.32Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.4 X 10 sq. mm (25mm) 185 9.1.33Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.4 X 16 sq. mm (28mm) 186 OD27015/2025-2026Supplying and fixing of 240/415 V RCBOs suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testingand commissioning etc. as required.25A DP RCBO 30mA 187 OD27023/2025-2026Supplying and fixing of 240/415 V RCBOs suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testingand commissioning etc. as required.25A DP RCBO 25mA 188 OD27003/2025-2026Supplying and fixing of 240/415 V RCBOs suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testingand commissioning etc. as required.25A DP RCBO 100mA 189 OD27011/2025-2026Supplying and fixing of 415 V MCCBs suitable for inductive loadof following poles in the existing MCCB DB complete with connections,testing and commissioning etc. as required. 63A 16 KA FP MCCB 190 OD27013/2025-2026Supplying and fixing 4MD plexo box on surface/ recess IP 65 rated for fixing415V Isolator complete with connections, testing and commissioning etc. asrequired. 191 OD27007/2025-2026Supply of Steel-fabrication and installation for supporting electrical works / cabletrays etc., the quoted rate shall include two coats of primer and two coatsof enamel paint 192 OD27014/2025-2026Supply, fabrication & installation of following sizes of galvanized Perforatedtype cable trays from 2 mm thick GI sheets continuously connected includinghorizontal and vertical bends, reducers, tees and other accessories and duly suspended from the ceiling with min 12mm dia vertical GI threaded rods supported by 40mm x40mm x 5 mm Slotted frame etc. (or installed on wall supported on suitable bracketsas required) complete as per specifications, as required. 300 mm width X 60 mmdepth X 0.9 mm thickness 193 OD27008/2025-2026Supply, fabrication & installation of following sizes of galvanized Perforatedtype cable trays from 2 mm thick GI sheets continuously connected includinghorizontal and vertical bends, reducers, tees and other accessories and duly suspendedfrom the ceiling with min 12mm dia vertical GI threaded rods supported by 40mm x40mm x 5 mm Slotted frame etc. (or installed on wall supported on suitable bracketsas required) complete as per specifications, as required. 150 mm width X 60 mmdepth X 3000 mm cable tray 0.7 mm thickness 194 OD27019/2025-2026Supplying and fixing of 1.2m x 1.2m x 12.5mm CI Plate earth station inconformity with IS 3043. The earth resistance shall be less than 1 ohms.Additional earth stations/earth electrode if required to achieve the specifiedearth resistance value, the contractor shall provide the same with in the scopeof work. all works shall be carried out in conformaity with the specificationsand codes as required, approved and directed. 195 OD27025/2025-2026Supply and drawing bare earthing conductors of the following sizes along withwiring/ cables and giving connection as required. 3.15 mm copper conductor(10 SWG) 196 OD27017/2025-2026Supply and drawing bare earthing conductors of the following sizes along withwiring/ cables and giving connection as required.25 mm X 3 mm CU. Strip 197 OD27016/2025-2026Supply of LED surface mounted square down lighter housing made of diecast aluminium suitable for indoor applications with control gear and 18W LEDfixture with 1527 lm output having colour temperature of 5700 K , includingall connections as required.(Make - Wipro iris Slim LED or eq) 198 OD27002/2025-2026Supply of 18 / 20 Watt LED, Linear, Tube type Luminaire complete includingDriver complete as required. 199 OD26999/2025-2026Supply of LED surface mounted round down lighter housing made of diecast aluminium suitable for indoor applications with control gear and 12W LEDfixture with 1000 lm output having colour temperature of 5700 K , includingall connections as required.(Make - Wipro iris Slim LED or eq) 200 OD27006/2025-2026Supply of recess mounted LED light fixture of size 60x60 cm, housing made ofdie cast aluminium, suitable for indoor applications with control gear and 36WLED ,having colour temperature of 4000 K, 3640l m output , high efficiencydriver ,including all connections etc as required.(Make - Wipro Elate or eq) 201 OD27012/2025-2026Supply installation testing and commissioning of 80W LED Flood light made ofdie cast aluminium with high efficiency driver, IP 66 Protection, 8000 lumenoutput, colour temperature of 5700 K etc as required.(Wipro Alpha LED or eq) 202 OD27005/2025-2026Supply of 10W LED bulkhead light fitting housing made of Al Die castHousing powder coated, Polycarbonate opal diffuser, High efficiency, long life,LEDs, Dome with silicon gasket for IP65 Protection, IP65 - Dust, water andinsect proof. with duly wired up for use on 230 V AC. The fittings shall bedirectly on ceiling/ wall, including all accessories etc. as required. Make -Wipro LW07-141-XXX-57- XX or equivalent. 203 OD27004/2025-2026Supply of 10W LED mirror light, housing made of Co-extruded channelin thermally conductive material with plastic with IP 20 protection, have 900lumen output and 4700K colour temperature, operating frequency 50 ± 3%Hz, Beam angle 120 Deg, Efficiency of driver 85%, with duly wired up for useon 230 V AC etc. as required. Make - Wipro Trim LED neo or equivalent.. 204 OD27018/2025-2026Supply of following Exhaust fan in plastic frame working on 230 V A/C etcas required. 250 mm light duty exhaust in plastic frame.New 205 OD27022/2025-2026Metering Panel Fabrication, supply & installation of dust and verminproof, wall/ floor mounting cubicle construction made from 2 mm CRCA sheet,providing necessary supports made from the same gauge CRCA sheet to fixmeters, fuse units, CT, MCCBs etc, hinged door construction for the front sidewith compartments, knock out for cable entry and exit, painting the entireboard with 2 coats of synthetic enamel paint over a coat of zinc chromateprimer etc as required including fixing it on wall/floor, making good thedamages colour washing etc. as required. Comprising the following. 125ATPN SFU with Fuse, 125A COF and provision for Three phase metering withCTs ,(Rate of Energy meters and its CTs are not included in the estimate) 206 OD27026/2025-2026SSB Fabrication, supply & installation of dust and vermin proof, wall/floor mounting cubicle construction made from 2 mm CRCA sheet, providingnecessary supports made from the same gauge CRCA sheet to fix meters,fuse units, CT, MCCBs etc, hinged door construction for the front side withcompartments, knock out for cable entry and exit, painting the entire boardwith 2 coats of synthetic enamel paint over a coat of zinc chromate primer etcas required including fixing it on wall/floor, making good the damages colourwashing etc. as required. Comprising the following: Incomer : 125A 4PMCCB, Thermal Magnetic type. 25kA -1No Meters and indication lamps :RYB indication & MFM with control fuses, and CTs -1 Set, TVSS with controlfuses-1Set. Busbar : 25x10 mm Al busbars for 3 phases and 25x6mm Albusbar for Neutral. Outgoings : 63A TPN MCCB 16kA- 2Nos, 100ATPN MCCB 16kA -1No 40A TPN MCCB 16kA-2 Nos 207 OD27009/2025-2026AC Panel-1 Fabrication, supply & installation of dust and vermin proof,wall/ floor mounting cubicle construction made from 2 mm CRCA sheet,providing necessary supports made from the same gauge CRCA sheet to fixmeters, fuse units, CT, MCCBs etc, hinged door construction for the front sidewith compartments, knock out for cable entry and exit, painting the entireboard with 2 coats of synthetic enamel paint over a coat of zinc chromateprimer etc as required including fixing it on wall/floor, making good thedamages colour washing etc. as required. Comprising the following: Incomer : 200A 4P MCCB, Thermal Magnetic type. 25kA -1No Meters and indication lamps : RYB indication & MFM with controlfuses, and CTs -1 Set Busbar : 25x10 mm Al busbars for 3 phases and25x6mm Al busbar for Neutral. Outgoings : 63A TPN MCB 10kA9Nos 40A TPN MCB 10kA- 1No 208 OD27010/2025-2026AC Panel - 2 Fabrication, supply & installation of dust and vermin proof,wall/ floor mounting cubicle construction made from 2 mm CRCA sheet,providing necessary supports made from the same gauge CRCA sheet to fixmeters, fuse units, CT, MCCBs etc, hinged door construction for the front sidewith compartments, knock out for cable entry and exit, painting the entireboard with 2 coats of synthetic enamel paint over a coat of zinc chromateprimer etc as required including fixing it on wall/floor, making good thedamages colour washing etc. as required. Comprising the following: Incomer : 160A 4P MCCB, Thermal Magnetic type 25kA -1No Metersand indication lamps : RYB indication & MFM with control fuses, and CTs -1Set Busbar : 25x10 mm Al busbars for 3 phases and 25x6mm Al busbarfor Neutral. Outgoings : 63A TPN MCB 10kA- 9Nos 209 Utility Panel Fabrication, supply & installation of dust and vermin proof,wall/ floor mounting cubicle construction made from 2 mm CRCA sheet,providing necessary supports made from the same gauge CRCA sheet to fixmeters, fuse units, CT, MCCBs etc, hinged door construction for the front sidewith compartments, knock out for cable entry and exit, OD27001/2025-2026 painting the entireboard with 2 coats of synthetic enamel paint over a coat of zinc chromateprimer etc as required including fixing it on wall/floor, making good thedamages colour washing etc. as required. Comprising the following: Incomer : 100A 4P MCCB, Thermal Magnetic type 25kA -1No Metersand indication lamps : RYB indication & MFM with control fuses, and CTs -1Set Busbar : 25x6 mm Al busbars for 3 phases and 25x6mm Al busbar forNeutral. Outgoings : 63A TPN MCCB 16kA- 2Nos 40A TPN MCCB16kA- 4Nos 63A TPN Isolator 210 OD27020/2025-2026Supply, Installation, Testing and commissioning of 125A four polemotorized change over switch with controller including all connections etc asrequired. Make Socomec, L&T or equivalent. 211 OD27024/2025-2026Preparation of all drawings, submitting and getting approval fromElectrical Inspectorate, submitting of completion certificates and arranginginspection, getting sanction and energisation certificates from ElectricalInspectorate and commissioning of the whole installation in the premises. Allstatutory payments will be reimbursed on production of the original receipts.< 212 OD27021/2025-2026Preparation of all drawings, submitting and getting approval, arranginginspection
from KSEB, obtaining power allocation & permanentpowerconnection, etc. and
commissioning of the whole installation in thepremises.All statutory payments
will be reimbursed on production of the originalreceipts
Contract Date: Oct 31, 2025 Contract Value : ₹ 1.60 Crore
Government Departments No of Bidders 1
Kerala View Result →
43.
Rural Development #8151333 AOC
Tender For Construction Of Munshi Prem Chand Library In Model Town, Mc Hisar.; 1 Dome Fixed Camera:Supply, installation, testing and installation of WDR 4MP IR Dome Camera, with 1/2.7” Progressive Scan CMOS H.265H.264. Resolution suppore: 4MP (2560×440), 1080P(1920x1080), 720P(1280x720), D1, CIF, 480 x 240,Focal Length 2.8mm/@F1.4,Min.IR distance upto 30m, Supports WDR, 3D DNR, HLC andBLC,Defog,Triple streams, Smart codec by ROI, Cyber Security-HTTPS / IP Filter / IEEE 802.1X / Blacklist and whitelist/ account security/ telnet access control /serial password,Video Analytics : Object removal (object left/missing detection), scene change and video blur detection, intrusion and line crossing.Edge Storage Built-in micro SD card slot, up to 128GB, Protection Level IP67 and IK10, Regulatory NDAA, Compatibility: Onvif S and G...(Make Honey well/Panasonic/Samsung) 2 Supply , Installation , Testing and commissioning of 32 Channel NVR (Network Vedio Recorder), for recording upto 64CH @ 1080P with 08 nos. SATA HDDs minimum 80TB storage or more (recording requirement all cameras recording at 2MP, 25fps for 30 days), H.265/H.264/MJPEG/MPEG4 codec decoding, Front Control Pannel with LEDs Indication, 3 nos. USB, iPhone: iPad: Android based Mobile clients, Video Export feature on USB, Search Mode: Time/ Date: Alarm: Motion Detection (MD): Exact Search (accurate to a second): Smart Search, Dual HDMI Output, Alarm Input (16 nos.), Alarm Output (4 nos.),eSATA Device, 320Mbps each Incoiming and Outgping throughput, Operating Temperature –10°C to 55°CCertification : CE, FCC and UL including fixing accessories and cable termination with required connectors/Jack, complete in all respect as per instruction of engineer in-charge. Redundancy features available in NVR ( If required take additionalNVR)..(Make Honey well/Panasonic/Samsung) 3 Supply, installation, testing and commissioning of 55` inches LED screensuitable for showing out puts from NVRs on a single screen(24x7)completein all respect complete as required. (Make Sony/LG/Samsung) 4 Supply, laying and and termination of CAT-6 Cable 23AWG solid bare electrolytic grade copper unshielded type cablein existing conduits/raceway/cable tray. Unshielded twisted pair cabling system, TIA / EIA 568-C.2 Category 6 Cabling system, CM/CMR rated.cable should be ETL Verified, UL Listed and UL channel verified- All three Certificates are mandatory.It should be IEEE 802.3ab - Zero-bit Error, ETL verified .cable Frequency tested up to 500 MHz. ..(Make Hikvision/Dahua Technology/Bosch) 5 Supply, installation, testing and commissioning of 8 TB Survillance HDD for camera recording.(24*7 )..(Make Hikvision/Dahua Technology/Bosch) 6 Supply, installation, testing and commissioning of Fiber patch cord 1 mtr. complete as required(Make Hikvision/ Dahua Technology/ Bosch) 7 Supply, installation, testing and commissioning of Cat -6 Patch cord 2 Mtr. complete as required...(Make Hikvision/Dahua Technology/Bosch) 8 Supply, Installation, Testing and Commissining of4 Reader Access Controller, On-board 10/100 Mbps Ethernet Communicates directly with the central system, Structured database allows storage of large amounts of cardholder records for off-line card validation, Reader communications via standard Wiegand/OSDP, Two relays (normally opened or closed) and open collector outputs, Self resetting fuses – saves maintenance time, A supervised input can be mapped to a physical out put, Onboard LED - provides visual status, Dedicated tamper input,Flash Memory 4GB, Storage 1 million cardholders at the door, Transactions1 million transactions in offline operation, Controller should be CE, FCC, UL294 Certified...(Make Honey well/Panasonic/Samsung) 9 Supply , installation, testing and commissioning of Multi Technologycards as per specification...(Make Honey well/Panasonic/Samsung) 10 Access Control Integrated Software :Supply, installation, testing and commissioning of Access control software, and integrated security management system, with AES 128 Bit of Encryption, Software should support Unlimited numbers of Cardholders, unlimited doors, lift Control, Database Partioning, Central Alarm Monitoring and Management, Integrated Photo ID Badging Client, Time and Attendance and Visitors management, Web Client. Software should support Redundacy Failover, and Seamless integration with multiple systems including access control, video, intrusion, fire and perimeter detection. ..(Make Honey well/Panasonic/Samsung) 11 Single Leaf Electro Magnetic Lock of Suitable Capacity(600 lbs) as per specification..(Make Honey well/Panasonic/Samsung) 12 DoubleLeaf Electro Magnetic Lock of Suitable Capacity(1200 lbs) as per specification..(Make Honey well/Panasonic/Samsung) 13 Supply, Installation, testing and commissioning of Push Button as required Entry/ exit from the Access..(Make Honey well/Panasonic/Samsung) 14 Supply, Installation, testing and commissioning of Megnatic Contact as requiredfrom the Door..(Make Honey well/Panasonic/Samsung) 15 Supply installation, testing and commissioning of 8 Core x 1 sq mm multi strand, copper, armored shieldedCable as per specification (between the every card readers and the access controllers) 16 Supply installation, testing and commissioning of 4 Core x 1.5 Sq mm, multi strand, copper, shielded, armoredcable as per specification (between controller, EM Lock, and push to exit button and door sensor) 17 Supply installation, testing and commissioning of External 12V 5amp or 24V 2.5 Amp 16 terminal Power Supply 18 SITC of All-in-One Desktop-computers 13th Gen Intel® Core™ i7, Windows 11, (Make :- Dell / HP) 19 `SITC of 42U (W 800mm/ D 800mm) Floor mount with front glass door and side panels with lock and key (load bearing capacity of 40Kgs), AC main Channel 12 points 5 Amp (PDU) with Mounting Hardware (Pack of 10) as per specification etc. all completeApproved Make: Valrack / Netrack /President` 20 `SITC of Rack Mountable Patch Panel, 24 Cat 6A Loaded Ports, Copper Patch Panel, Straight, Unshielded, Durability (IDC Life) 200 termination cycles with in Built Wire Manager, Grounding Bolt included as per specification etc. all completeApproved Make: Belden / 3C3 / Commscope / Siemon / Legrand ` 21 Supply, Installation, testing and commisioning of Switch 24 ports Cisco Catalyst 1000-24T-4G-L Network Switch, 24 Gigabit Ethernet Ports, 4 1G SFP Uplink Ports, (C1000-24T-4G-L) (MAKE CISCO) 22 Supply, Installation, testing and commisioning of wireless controller Network Management Device WAN Capable Air-CT2504-5-K9 Wireless Controller (MAKE CISCO) 23 Supply, Installation, testing and commisioning of Dual Band Wireless Access Point,(MAKE CISCO) 24 Supply, Installation, testing and commisioning of OI 25 Supply, Installation, testing and commisioning of Patch Cord 26 `SITC of Single Face Plate Shuttered, Provision for accepting any Keystone Style RJ45 Outlets, Capable of providing RJ45/ RJ11 type, Label Holders with Plastic covers, Built-in Dust Covers with Back boex as per specification etc. all completeApproved Make: Belden / 3C3 / Commscope / Siemon / Legrand ` 27 `SITC of Dual Face Plate Shuttered, Provision for accepting any Keystone Style RJ45 Outlets, Capable of providing RJ45/ RJ11 type, Label Holders with Plastic covers, Built-in Dust Covers with Back boex as per specification etc. all completeApproved Make: Belden / 3C3 / Commscope / Siemon / Legrand ` 28 Supply, Installation, testing and Commissioning of the following lighting fixtures with all fixing accessories etc. complete as required.(NS)…………… 30 Watt - 2x2 Recessed Mounted LIGHT MAKE - Philips 29 Supply, Installation, testing and Commissioning of the following lighting fixtures with all fixing accessories etc. complete as required.(NS)…………… 26 Watt - 1x4 Hanging and Pendant Lights MAKE - Philips 30 Supply, Installation, testing and Commissioning of the following lighting fixtures with all fixing accessories etc. complete as required.(NS)…………… 12-Watt Recessed LED (ROUND TYPE LED LIGHT) Philips 31 Supply, Installation, testing and Commissioning of the following lighting fixtures with all fixing accessories etc. complete as required.(NS)…………… 100-Watt FLOOD LIGHT Philips 32 Supply, erection, testing of 1200mm diaCeiling fans Stealth ES Wood Colourwith suitable GI pipe complete in all respects complete. Make (Havells / crompton) 33 MAIN LT PANEL (INBUILT CAPACITOR PANEL)Incoming Transformer400 amps 25 kA 440 volt FP EDO MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link Metering for incoming:3 nos 2500/5A Class 1, 15 VA Burden CT`s for metering and 1 nos associated Neutral CT for earth fault module. Digital flush type class -1.0 accuracy multifunction meter with RS-485 communication port for measurement of THD, KVARH KW, KWH, KVAR, PF, V, A, Hz, equivalent to EM6400 NG, with 3 Nos. current transformers of required ratio, 15 VA Class 1.0 Phase indication Lamp and ON/OFF indicating lamps with3X2A SP MCB as backup protection.Incoming DG400 amps 25 kA 440 volt FP EDO MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link Metering for incoming:3 nos 2500/5A Class 1, 15 VA Burden CT`s for metering and 1 nos associated Neutral CT for earth fault module. Digital flush type class -1.0 accuracy multifunction meter with RS-485 communication port for measurement of THD, KVARH KW, KWH, KVAR, PF, V, A, Hz, equivalent to EM6400 NG, with 3 Nos. current transformers of required ratio, 15 VA Class 1.0 Phase indication Lamp and ON/OFF indicating lamps with3X2A SP MCB as backup protection.Bus Bars:TPN Aluminium busbars aluminium three phase and neutral busbars rated at 600 amps, 25 KA, insulated with heat shrinkable coloured PVC sleeves and clip on shrouds for joints. Current density of Bus Bar to be 1.0 sq.mm / amp.Outgoing 1 nos. 315amps 25 kA 440 volt FP MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link complete with:Phase indication Lamp and ON/OFF indicating lamps with MCB as backup protection.Digital flush type class -1.0 accuracy multifunction meter with RS-485 communication port for measurement of KWHr,V, A, equivalent to EM6433 NG, with 3 Nos. current transformers of required ratio, 15 VA Class 1.0 1 nos. 100amps 25 kA 440 volt FP MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link complete with:3 nos. 40amps 25 kA 440 volt FP MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link complete with:1 nos. 200amps 25 kA 440 volt FP MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link complete with: (8 Nos. 63 Amp 4PMCB With breaking capacity of10KA MAIN LT PANEL complete as aboverequired. 34 VRV ODU PANEL (IP 55)Incoming:1 Nos. 315 Amp FP MCCB OF 16 KA Breaking CapacityMetering for incoming:3 nos 315/5A Class 1, 5 VA Burden CT`s for metering and 1 nos associated Neutral CT for earth fault module. Digital flush type class -1.0 accuracy multifunction meter with RS-485 communication port for measurement of PF, V, A, Hz, equivalent to EM6459 NG, with 3 Nos. current transformers of required ratio, 5 VA Class 1.0 Phase indication Lamp and ON/OFF indicating lamps with MCB as backup protection.Bus Bar:TPN Aluminium busbars aluminium three phase and neutral busbars rated at 400 amps, 16 KA, insulated with heat shrinkable coloured PVC sleeves and clip on shrouds for joints. Current density of Bus Bar to be 1.0 sq.mm / amp.Outgoing :5 nos. 100amps 16 kA 440 volt FP MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link complete with:1 nos. 100amps 16 kA 440 volt FP MCCB with overcurrent and short circuit and earth fault module, with heavy duty solid detachable neutral link complete with:1 Nos. 40 Amp 4PMCB With breaking capacity of10KA Complete Set as required above 35 Supplying installation testing and comissioning offollowing capacity True Online dual conversion(Pure Sine Wave), microprocessor based Online UPS System with five years warantee having pollution free instantaneous true sinewave control and without inbuilt isolation transformer, 3 Phase AC input and 3 phase AC output, LCD display and indication for various electrical parameters, LED indication with alarm for major fault, provision for remote indication and provision of communication to BMS system through RS 485/RS232/Modbus port etc. The UPS system shall be as per detailed specifications and shall be complete with parallel redundant kit, battery bank for providing 30 minutes backup time with SMF batteries having minimum 2 years warrantee, with all connections interconnections cables, MS stand for battery bank etc. complete as required Specifications of UPSa) Capacity : 20 KVA Capacity Online UPS System b) Technology : True Online dual conversion(Pure Sine Wave) Input Parametersa) Input Voltage range : 352-475VAC, 3-F AC Supply b) Rated frequency : 50Hz/ 60 Hz ± 10%c) UPS Power factor: 0.99 or better laggingd) Harmonic distortion: with Linear load =3%Output Parametersa) Rated Voltage: 415 V ± 10%b) Frequency: 50Hz ± 0.5Hzc) Output wave form: Pure sine wave`d) Overload capacity: 150% of rated load for 1 minutes125% of rated load for 10 minutes`General Parametersa) Ambient operating temp: Upto 40º C or betterb) Noise Level : = 65 db at 1.5m distance or betterc) Overall efficiency: 94% or betterd) Computer interface: RS232 / RS485e) Cooling: Forced Coolingf) Bypass: Manual/Static 36 GI RACEWAYIN FLOOR/ SCREED RACEWAYSupply and Fixing of factory fabricated pre-galvanised sheet steel raceway in 2mm thickness for bottom and sides and 2mm/ 3mm thick top cover including openable top cover floor junction boxes made from 2mm thick pre-galvanised GI sheets for bottom and sides and 3mm thick GI top cover complete with rubber gasketing beneath the top cover. The junction box shall be suitable to accommodate GI floor raceways as specified above, as called for including necessary civil work such as chase cutting in screed, fixing/ jamming the raceway, aligning and leveling and finishing with sand cement plaster and chicken wire mesh:40mm Depth100mm x 40mm (2mm top cover) 37 GI RACEWAYIN FLOOR/ SCREED RACEWAYSupply and Fixing of factory fabricated pre-galvanised sheet steel raceway in 2mm thickness for bottom and sides and 2mm/ 3mm thick top cover including openable top cover floor junction boxes made from 2mm thick pre-galvanised GI sheets for bottom and sides and 3mm thick GI top cover complete with rubber gasketing beneath the top cover. The junction box shall be suitable to accommodate GI floor raceways as specified above, as called for including necessary civil work such as chase cutting in screed, fixing/ jamming the raceway, aligning and leveling and finishing with sand cement plaster and chicken wire mesh:40mm Depth150mm x 40mm (2mm top cover) 38 `Supplying and placing in position 6 seater PU coated canteen table.Over all size of table shall be 1734 Width mm x 1175 Depth mm x 750 Height mm . Top shall be 25 mm thick( plus /-1mm) base material shall be 25 mm MDF board . On top PU painting of minimum 2H hardness with 75% glass.Combination color of graphics shall be on the centre . The Understructure shall be having bend pipe structure of MS powder coated . Pipe dia shall be of 38 mm , 2 mm thick and it shall be fitted with top by SS machine screws . Legs shall be of MS powder coated and 38 mm dia. pipe legs shall be fixed with understructure and table top . Glide shall be of Plastic fixed at the understructure to prevent the damage of table top` 39 `Supplying and placing in position canteen chair. The seat and back shall be made up of injection moulded high impact strength polypropylene polymer with indoor gate UV resistance. The dimensions of back shall be 51.6cm. (W) X 40.5cm. (H) and of seat shall be 52.5cm. (W) X 53.2cm. (D). The powder-coated (DFT 40-60 microns ) frame structure shall be made of 3.5±0.03cm x 1.5±0.03cm x 0.16±0.0128cm thk M.S. E.R.W. tube and welded connecting tube made of dia 2.22±0.03cm x 0.16±0.0128cm thk M.S. E.R.W. SQUARE tube. The shoes shall be made of high impact strength polypropylene polymer compound with indoor grade UV resistance and pressed fitted with tubular frame. Product shall be Green Guard (UL)` 40 `Supplying and placing in position Library table. Over all size of the table shall be 1800 W x 900 D x 740 H mm . The top shall be 25 mm thick PLB with 2 mm thick PVC Edge Beading. Understructure shall be having C - Frames 1.6 mm thick MS supporting the top . The Legs shall be of dia. 38.1 x 1.6 mm thick MS ERW tube .` 41 `Supplying and placing in position revolving chair. The seat assembly shall be made up of 1.2 ±0.1cm. thick hot-pressed plywood and shall be upholstered with fabric upholstery covers and moulded Polyurethane foam. The dimensions of seat shall be 47.0 cm. (W) x 48.0 cm. (D). The back asembly shall be made of powder coated (DFT 40-60 microns) tubular frame of dia 2.54 ±0.03cm. x 0.2±0.016cm thk. MS ERW tube designed with contoured lumbar support for extra comfort. The back shall be upholstered using Net fabric with high tenacity yarn. The dimensions of back shall be 46.5 cm (W) x 60.5 cm (H). The HR polyurethane foam shall be moulded with density =45 plus /-2 kg/m3 and hardness load 16 ± 2 kgf as per IS:7888 for 25% compression. The one-piece armrests shall be injection moulded from black Co-polymer Polypropylene. The mechanism shall be designed with 360° revolving type, 17±2° maximum tilt m pivot at centre, Upright position locking., Tilt tension adjustment. The pneumatic height adjustment shall has an adjustment stroke of 11.0 ±0.3cm. The bellow shall be 3 piece telescopic type and injection moulded in Black Polypropylene. The pedestal shall be injection moulded in black 33% glass-filled Nylon66 and fitted with 5 nos. twin wheel castors. The pedestal is 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors). The twin wheel castors shall be injection moulded in Black Nylon. Overall Dimensions of Chair shall be Seat Height - min 43.3 to max 54.3cm, Height - min89.5 to max 100.5cm, Width and Depth of Chair as measured from pedestal - Width-76.3 cm and Depth-76.3 cm` 42 `Providing and Placing in position 3 seater Sofa. Upperstructure shall be a single shell 1.2 ±0.1cm. thick hot pressed plywood. Dia 4mm zig-zag type assembly is mounted in the understructure for support and additional cushioning purpose. The seat is made up of PU foam with density 32 plus /-2 Kg/m3 having an additional top layer of PU foam with density 28 plus /-2 Kg/m3, upholstered with fabric or leatherette. The back is made up of 28 plus /-2 Kg/m3 with additional top layer of PU foam with density 23 plus /-2 Kg/m3, upholstered with fabric or leatherette. The leg is a welded assembly made up of stainless steel (grade SS 202) tube and plate. Overall Dimensions of Chair shall be Seat Height - 45.0 cm, Height - 82.0cm, Width and Depth of Chair as measured from pedestal - Width-205.5 cm and Depth-92.0 cm.` 43 `Supplying and placing in position of Center Table. Overall size of the table shall be 1000mm(L) x 600mm(D) x 425mm(H). Understructure of the table which includes Legs, top wooden frame and bottom tie members shall be made out of first quality rubberwood of approved make without knots and defects on all faces. Legs shall be provided of size 75mm(W) x 35mm((D) at the top side and 35mm(W) x 20mm(D) at the bottom. Bottom tray shall be made of 1.2mm thick MS sheet. Metal brackets shall be used for assembly purpose. Top: 8mm thick toughened glass with crystal edge polish finish. Construction: Knock down assembly.Wooden members shall be PU painted with hardness-2H. Metal components shall be powder coated. Bottom MS metal tray shall having floral pattern laser-cut. Top glass shall having sand blasted floral pattern on bottom surface 5. Hardware: Knock-down assembly with high quality standard hardware like screws, metal inserts, wooden dowel, plastic leg bush.` 44 `Supplying and placing in position of Corner Table. Overall size of the table shall be 500mm(L) x 500mm(D) x 425mm(H). Understructure of the table which includes Legs, top wooden frame and bottom tie members shall be made out of first quality rubberwood of approved make without knots and defects on all faces. Legs shall be provided of size 75mm(W) x 35mm((D) at the top side and 35mm(W) x 20mm(D) at the bottom. Bottom tray shall be made of 1.2mm thick MS sheet. Metal brackets shall be used for assembly purpose. Top: 8mm thick toughened glass with crystal edge polish finish. Construction: Knock down assembly.Wooden members shall be PU painted with hardness-2H. Metal components shall be powder coated. Bottom MS metal tray shall having floral pattern laser-cut. Top glass shall having sand blasted floral pattern on bottom surface 5. Hardware: Knock-down assembly with high quality standard hardware like screws, metal inserts, wooden dowel, plastic leg bush` 45 `Supplying and placing in position 6 Door Locker unit. Overall size shall be 375W x 470D x 1950H mm . Height shall be including of leveler which shall be 50mm H and possible adjustment shall be 15mm. Construction shall be knock down type. Legs shall be fitted with screw type leveler. Top, side, bottom, back panel and end cover shall be made form 0.5 mm CRCA sheet D Grade as per IS -513. Top bottom stiffner shall be made from 1.2mm CRCA sheet D Grade as per IS -513. Doors shall be made from 0.6mm thick CRCA (D Grade , IS -513). Soft closing hinge shall be provided. Door size shall be 373W x 18T x 314H. Shelve shall be a 10 bend panel made of 05 mm thick CRCA ( D Frade as per IS - 513) . Uniformly distributed load capacity of each shelf shall be 20 kg. 5 shelves shall be provided for 6 door locker unit. Lock shall be of cam lock with follwing specification : Oval knob that shall be function as a handle. Click action mechanism there. Key removal in locked and unlocked position. Zinc alloy die cast housing. Product shall be Green Guard (UL) certified.` 46 `Providing and Placing in position meeting Table. Overall size of the Table shall be 3600 W mm x 1500 D mm x 740 H mm. Top shall be made of 36mm thick MDF one side prelaminate board with 0.4mm PVC membrane pressed on to top and shall have chamfered edge. Plastic ABS access flap shall be provided for easy access to wires and cables. The Understructure shall be made of mixture of 25mm and 18mm Pre-laminated twin board of E1-P2 grade, Edge banded with matching 2 mm thick PVC lipping. Aluminium alloy 63400 - WP profile shall be used for connecting panels together. Modesty Panel shall be made of 18mm Thick Pre-laminated twin board of E1-P2 grade, Edge banded with matching 2 mm thick PVC lipping. Powder coated accent metal strip shall be provided below work surface to enhance aesthetics. It shall be made of 0.8mm CRCA as per IS 513, and shall be epoxy polyester powder coated (DFT 40-60 microns). Wire Management shall be an array of panels made of 0.8mm CRCA MS IS:513, and shall be epoxy polyester powder coated (DFT 40-60 microns) shall be used for flow of wires and cables. Provision to mount 6 module switch plate shall be provided below worktop. Cutout on top with two piece injection moulded plastic part polymer component shall be fitted to pullout audio,video cables onto worktop and connect devices charger to power socket below worktop. Product shall be Green Guard (UL) certified..` 47 ` Providing and Placing in position High Back Chair. Overall size of 76.1 cm W x 76.1 cm D x 112.7 – 130.2 cm H x 43.1 – 53.1 cm Seat Height. The seat is cushioned seat made of injection molded plastic outer and inner. Plastic inner is upholstered with leatherette and molded high resilience polyurethane foam of density 45±2 kg/m³, and hardness load of 16±2 kgf as per IS:7888 for 25% compression. Seat Size is 47.0 W cm x 48.0 D cm. The back is cushioned made of PU foam with insitu molded M.S. ERW round tube of size 1.9±0.03cm x 0.16±0.0128cm, upholstered with leatherette. The back size is 47.7 W cm x 76.4 D cm. The armrest top is molded from polyurethane and mounted on to a drop lift adjustable type tubular armrest support made of Ø3.81±0.03cm x 0.2±0.01cm thick M.S. ERW tube having chrome plated finish. The armrest is height adjustable up to 6.5±0.5 cm in 5 steps. The adjustable tilting mechanism is designed with following features : 360° revolving type, front-pivot for tilt with feet resting on ground and continuous lumbar support ensuring more comfort, tilt tension adjustment can be operated in seating position, 5-position tilt limiter giving option of variable tilt angle to the chair, Seat/back tilt ratio 1:2, The mechanism housing is made up of HPDC aluminium black powder coated. Seat depth adjustment is integrated in the seat through a sliding mechanism. Seat depth adjustment range is of 6.0±0.5cm. Back frame is connected to the up/down mechanism in plastic T spine. It can be adjusted in the range of 7.42±0.5 comfort the comfortable back support to suit individual need. The pneumatic height adjustment has an adjustment stroke of 10.0±0.3cm. The pedestal is high pressure die cast polished aluminium and fitted with 5 nos. of twin wheel castors. The pedestal is 65.0±0.5cm pitch centre dia. (75.0±1.0cm with castors). 5 nos. of twin wheel castors are injection molded in plastic having 6.0±0.1cm wheel diameter and assembled to pedestal. Product shall be Bifma level 2 certified.` 48 ` Providing and Placing in position Chair for visitor. Overall size of 76.1 cm W x 76.1 cm D x 96.5 – 114.0 cm H x 43.1 – 53.1 cm Seat Height. The seat is cushioned seat made of injection molded plastic outer and inner. Plastic inner is upholstered with leatherette and molded high resilience polyurethane foam of density 45±2 kg/m³, and hardness load of 16±2 kgf as per IS:7888 for 25% compression. Seat Size is 47.0 W cm x 48.0 D cm. The back is cushioned made of PU foam with insitu molded M.S. ERW round tube of size 1.9±0.03cm x 0.16±0.0128cm, upholstered with leatherette. The back size is 47.7 W cm x 60.1 D cm. The armrest top is molded from polyurethane and mounted on to adrop lift adjustable type tubular armrest support made of Ø3.81±0.03cm x 0.2±0.01cm thick M.S. ERW tube having chrome plated finish. The armrest is height adjustable up to 6.5±0.5 cm in 5 steps. The adjustable tilting mechanism is designed with following features : 360° revolving type, front-pivot for tilt with feet resting on ground and continuous lumbar support ensuring more comfort, tilt tension adjustment can be operated in seating position, 5-position tilt limiter giving option of variable tilt angle to the chair, Seat/back tilt ratio 1:2, The mechanism housing is made up of HPDC aluminium black powder coated. Seat depth adjustment is integrated in the seat through a sliding mechanism. Seat depth adjustment range is of 6.0±0.5cm. Back frame is connected to the up/down mechanism in plastic T spine. It can be adjusted in the range of 7.42±0.5 comfort the comfortable back support to suit individual need. The pneumatic height adjustment has an adjustment stroke of 10.0±0.3cm. The pedestal is high pressure die cast polished aluminium and fitted with 5 nos. of twin wheel castors. The pedestal is 65.0±0.5cm pitch centre dia. (75.0±1.0cm with castors). 5 nos. of twin wheel castors are injection molded in plastic having 6.0±0.1cm wheel diameter and assembled to pedestal. Product shall be Bifma level 2 certified.` 49 `Providing and placing of panel and tile based modular workstations with partition thickness of 50 mm thick including powder coated aluminium trims and supported on Legs for better air circulation and helps in keeping floor clean. Product shall be Bifma level 2 certified.` 50 `Supplying and placing in position Main Table and ERU of the following specifications.1650x1650x750 Primary Work Surface shall be Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with0.4mm PVC membrane pressed on to top.Softclosing access flap with in-build power box are provided on work surface for wire management.Secondary Work Surface shall be Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with 0.4mm PVC membrane pressed on to top.Modesty Panel shall be Made of 25mm thick MDF one side pre laminate board confirming to IS-14587:1998 with 0.4mm PVC membrane pressed on to top.understructure:Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.integrated pedestal:Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Drawer fronts shall be made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with 0.4mm PVC membrane pressed on to top Pedstal construction shall be BOX-BOX-FILE type which Uses powder coated 400 MM long metal. Panel Drawer Slides. Drawer extension shall be 325 MM.Drawers have a soft closing and anti slam mechanism.Handles shall be provided for ease of opening.Pedestal is provided with lock for security. Product shall be Green Guard (UL) certified.` 51 `Supplying and placing in position Revolving Chair. SEAT/BACK ASSEMBLY: The seat shall be made up of 1.5 ±0.1cm. thick hot-pressed plywood and upholstered with fabric upholstery covers and moulded Polyurethane foam. The seat shall have extra thick foam on front edge to give comfort to popliteal area. The Back shall be injection moulded in glass filled Polypropylene which shall be upholstered with Mesh fabric.The back consist of adjustable lumbar support made of injection moulded Polypropylene having an adjustment of 5.0 ±0.1 cm. The chair seat and back size shall be *SEAT SIZE 53.5 cm. (W) x 51.0 cm. (D)*MESH BACK SIZE 51.0 cm. (W) x 70.0 cm. (H). HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane seat foam shal be moulded with density 45±2 kg/m³ and hardness 16±2 kgf as per IS:7888 for 25% compression. ARMRESTS :The adjustable armrest is designed with the following features :· Up-Down adjustment– 6 steps (7.2 ± 0.5cm range). Armrest top shall be mounted on Armrest structure made of glass filled Nylon· Armrest Top shall be PU moulded over glass filled Nylon insert. CENTER TILT SYNCHRO MECHANISM WITH MULTI LOCK : The mechanism shall be designed with the following features: 360° revolving type, 3 position locking with anti shock mechanism, Tilt tension adjustment. The complete headrest assembly shall be retro fit to the main chair. PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment with anadjustment stroke of 9.5 ± 0.3cm. PEDESTAL ASSEMBLY : The pedestal is injection moulded in glass-filled Nylon andfitted with 5 nos. twin wheel castors. The pedestal is 66.1 ±0.5cm. pitch-center dia.(76.1 ±1.0cm with castors). TWIN WHEEL CASTORS : The twin wheel castors are injection moulded in Black Nylon. Product shall be Bifma level 2 certified.` 52 `Supplying and Placing in position Visitors Chair. The cushioned seat assembly shall be made of injection molded plastic inner and outer. Plastic inner shall be upholstered with foam laminate fabric and moulded high resiliance polyurethane foam of density 45 plus /-2 per cubic metre and hardness load of 16 plus /-2 Kgf. Seat size shall be 46 cm W x 48 cm D. Thecushioned back shall be made of PU foam with insitu molded MS ERW round tube of size 1.9 plus /-0.03 x 0.16 plus /-0.0128 cm. it shall be upholstered with foam laminate fabric. Back size shall be 46.6 cm W x 59.6 cm H. The powder coated tubular frame shall be cantilever type and shall be made of 2.54 plus /-0.03 x 0.2 plus /-0.016 cm thick MS ERW tube. The back shall be connected to the frame through powder coated high pressure die cast connector piece.` 53 `Supplying a d placing in position of Almirah. Overall size Shall be 916mm(W)x486mm(D)x1981mm(H) with welded construction. It shall have the shelf thickness of 0.7 mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) and all other components shall have a thickness of 0.9mm. These components shall be made of CRCA ‘D’ grade high yield strength as per IS:513. It shall have a Mazak handle and Three way locking mechanism with Shooting Bolts. It shall have a height wise adjustable shelf mounting which shall have a Uniformly Distributed Load Capacity of max 40 Kg. It shall also have a M10 Screw type Leveller with Hex plastic base. The finishing shall be include Epoxy powder coated to the thickness of 50 microns ( plus /- 10). Product shall be Green Guard (UL) certified` 54 `Supplying a d placing in position activity table. Worktop shall be made from 18mm thk Pre-laminated twin board (E1/P2GRADE) with 1.3mm thk PVC lipping on all sides. Worktop corners shall be rounded for safe usage. Top fixing plate shall be of 5mm thk HR (IS2062) plate shall be used for fixing the worktop with the leg assembly. LEG ASSEMBLY shall be Dia 76.2mm x 1.2mm thk MS ERW Round tube (IS:7138) shall be Argo Welded with 5mm THK HR (IS:2062) plate on both ends. It shall be coated with min. 45 micron thickness of epoxy polyester coating. BASE PLATE - 8mm thk HR (IS:2062) sheet shall be Argo welded with Dia 20mm MS Rod Bushes and shall be coated with min. 45 micron thickness of epoxy polyestercoating. Set of castors with and without lock shall be used for ease of mobility of the table. Overall size of tha table shall be 834W x 750D x 583 H` 55 `Supplying a d placing in position chair. Seat back shall be made of blow molded High-density polyethylene and is fixed on the understructure assembly with the help of Stainless steel pop rivets. Seat shall be made of blow molded High-density polyethylene and is fixed on the understructure assembly. All side metal frames and cross connectors shall be made from Mild steel ERW Oblong tubes , 40 x 20 x 1.6mm thk as per IS:7138 which shall be welded together. The Welded structures and cross connectors shall be coated with min 45 micron thickness of epoxy polyester coating. Seat support channelshall be made of 1mm thk Mild steel sheet (as per IS:513) shall be welded to the understructure for fixing seat. The understructure shall be provided with fixed caps on front side and shoes with adjustable levelers on rear side that shall be fixed with the help of stainless steel pop rivets. The caps and shoes shall be injection molded in co-polymer Polypropylene . The levelers shall be injection molded in Nylon providing adjustability from 5mm to 10mm. Over all size of the chair shall be 473 W1 x 474 D1 x 334D2 x 722 H1 x 351 Seat Height (H2).` 56 `Supplying a d placing in position pouff seating The inner structure shall be made with a combination of 12mm thk Plywood (As per IS:303) and Pine-Wood members. It shall be covered from the sides using 2mm kraft-board. Complete understructure is made by gluing, nailing and stapling. Seat shall be made of 100 mm PU Slab-stock Foam pasted on top of this structure. The understructure shall be covered with a layer of 12mm PU Slab-stock Foam around the sides. The structure shall be upholstered with Leatherette on the sides and top. Over all size shall be 420Dia x 330 H.` 57 `Supplying a d placing in position cubby . Overall size shall be 1378W x 460D x 1556 Height with leveller. Construction shall be rigid knock down type. All side panels,top/bottom panels, and shelf panels shall be made from 18mm thick pre–laminated board of E1-P2 grade and approved shade confirming to IS 12823:1990 with 2mm thick PVC edge lipping. Back panel shall be made from 9mm thick pre–laminated board with 0.8mm thick PVC edge lipping.. Metal Frame : The Metal Frame shall be fabricated by Argo Shield welding of MS ERW Tube 40 mm x 20 x 1.2 mm thk (IS:7138) along with 3mm thk HR (IS 2062) L-shaped plate on both sides of the frame. Dia 28 MS Bar shall be used as a bush for supporting the levelers at the bottom of the frame. M10 leveler molded with Nylon-6 along with a circular powder coated aluminium extrusion shall be used for height adjustment upto 20mm. Name Tag shall be made out of Clear Polycarbonate is provided with 200 GSM paper. 12 nos. of fixed shelves shall be providded with 350 mm clear space. Uniformly distributed load capacity per each shelf shall be 24kg` 58 `Supplying a d placing in position activity table. Worktop shall be made from 18mm thk Pre-laminated twin board (E1/P2GRADE) with 1.3mm thk PVC lipping on all sides. Worktop corners shall be rounded for safe usage. Top fixing plate shall be of 5mm thk HR (IS2062) plate shall be used for fixing the worktop with the leg assembly. LEG ASSEMBLY shall be Dia 76.2mm x 1.2mm thk MS ERW Round tube (IS:7138) shall be Argo Welded with 5mm THK HR (IS:2062) plate on both ends. It shall be coated with min. 45 micron thickness of epoxy polyester coating. BASE PLATE - 8mm thk HR (IS:2062) sheet shall be Argo welded with Dia 20mm MS Rod Bushes and shall be coated with min. 45 micron thickness of epoxy polyestercoating. Set of castors with and without lock shall be used for ease of mobility of the table. Overall size of tha table shall be 834W x 750D x 763 H` 59 `Supplying and placing in position 4 door bookcase. Overall size shall be 914mm(W)x320mm(D x1742mm(H). The unique design shall provides the right rigidity to the Top hinged doors , which shall facilitate easy use. The Book Case shall be made from prime quality CRCA steel with anti rusting treatment. It shall have a Rigid Knock Down Construction. The Top Pannel, Back Pannel and Side Pannel are made from 0.7mm high yield CRCA and other components from 0.8mm CRCA. Each door shall have a 6 Lever Cam Lock with Common Key. 3mm thick glass should be used in each door for clear inside vision whih shall be secured in a metal frame through a rubber gasket. Scissor Mechanism shall be provided in each door for receding inside the top of every compartment and it shall ensure parallel and smooth movement. Each door shall be provided with plastic side end caps as handle which is easy to grip. Each compartment shall have a storage shelf with a UDL capacity of max 80 Kg. The finishing shall include Epoxy powder coated to the thickness of 50 microns ( plus /- 10). Product shall be Green Guard (UL) certified.. ` 60 `Supplying and placing in position 3seater bench. The seat shall be a welded assembly of seat,back and side frame. The seat and back shall be made of 0.12±0.013cm thk CR steel sheet with oblong perforations.They shall be welded to sideframe of size 3.2±0.05cm x 0.5 ± 0.05 cm thk HR steel. The welded assembly shall be powder coated ( DFT 40-60 microns). The seat shall has a front water fall edge to provide popliteal clearance for comfortable seating. It also shall has a buttock support curve that not only provides rear support but also prevents small children from falling through the gap between seat and back. Clean and flat surfaces of seat and back shall aids in easy maintenance. The dimensions of seat shall be 47.8 cm (W) x 44.6 cm (D) and of back shall be 41.6 cm (W) x 23. cm (H). Understructure assembly shall consists of connecting beam and leg assembly made of M.S.E.R.W. oblong tube of size 7.5±0.03cm x5.0±0.03cm x 0.02±0.016cm thk.The welded structure assembly shall be powder coated (DFT 40-60 microns ).The leg assembly shall be fitted with shoes and levellers in Nylon. The leg structure shall be designed with minimal area of contact close to ground providing easy access for cleaning purposes. The shoes fiited to leg assembly shall help inaligning the structure for back to back arrangements. Levelers should take care of uneven flooring .Connecting beam shall be fitted with snap locking end cap.It also aids in side-by-side understructure alignment. Armrest assembly shall consists of armrest frame and armrest pad. The armrest frame shall be made up of size 3.175±0.05cm x 0.47±0.027cm thk HR steel and it shall be powder coated (DFT 40-60 microns). Armrest pad shall be injection molded in Nylon and shall be fitted onto the armrest frame. Overall Dimensions shall be Seat Height - 44.1 cm, Height - 78.5 cm, Width and Depth of Chair as measured from pedestal - Width-169.5cm and Depth-63.8 cm.` 61 `Providing and placing in position double sided book rack: Overall Size shall be WxHxD - Double Body 1200W x 600 D x 2078HBody - Side panels, Frame and Cross L bracket are made using 0.8 mm CRCA (IS:513). The assembly shall consists of 2 tie rods, 4 fixing brackets and 2 turnbuckles in each body. The tie rods shall be fixed in a shape of ‘X’ The tie rods are made of 4mm diameter rods of MS while fixing brackets are made of 2mm thick. CRCA IS:513 Grade. Under Structure - Under structure shall be made of 0.8m CRCA (IS:513). b. Sizes of under structure for Double body : 1200W x 595D x 80H. Shelves - a. Shelves used are 10 bend panel made of 0.8mm CRCA (IS:513). Shelf panels shall be placed on shelf support and then fixed using nut and bolts from below. Standard config. consists of 6 loading levels formed by 5 no of adjusted shelf for eachunit. Uniformly Distributed Load Capacity per each shelf is 80 Kg maximum. Construction- construction shall be Completely Knock down Finish- All MS sheetmetal and metal frame components are powder coated with epoxy polyester powder to the min thickness of min 45 microns. Label Holder -It shall be an aluminum extrusion of length 596mm for double body bookrack , fitted on to front of body. The Paper shall be 300GSM matt finish, to be inserted into the aluminum extrusion. The length of paper shall be 596mm for double body bookrack. Wooden panel of 25mm thk PLT, E1-P2 grade board for PLTr should be provided. Edges shall be provided with machine pressed 2 mm thick PVC lipping glued with hot melt EVA glue. Product shall be Green Guard (UL) certified` 62 Providing and placing in position mattress. Mattress shall be of two layers foam mattress. Over all size of matress shall be1980 L x 914W x 125 H mm. Mattress cover fabric composition shall be polyster. 63 `Providing and placing in position Reception table. Work Surface shall be Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Access Flap along with a Gromett shall be provided on work surface for wire management Wire Management - Power box shall be made with 0.8 mm thick CRCA (IS: 513), with switch plate (8 plus 3 Module cut out provision for Anchor Roma) which is fixed with worktop along the width at Access Flap position. Modesty Panel and Side Skirting shall be Made of 25mm Thick Pre laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Understructure -Understructure shall be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. TOP shelf shall be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Hinge DoorplusDrawer unit shall be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. **Drawer bottom shall be made of 5.5thk MDF whiteboard. Handle shall be provided for ease of opening. HDU and Drawer shall be provided with cam lock for security. Wire Riser shall be made of 0.8mm CRCA (IS-513) shall be provided for proper wire management. Organizer Plateshall be made of 1.2mm CRCA (IS-513) is provided for magnetic sticky notes. Bag Hanger Hook shall be made of 1.2mm CRCA (IS-513) is provided for bag hanging. Overall size of the table shall be 2400 Lmm x1770Dmm x740Hmm. Product shall be Green Guard (UL) certified.` 64 `Providing and placing in position Chair with Desklet. The seat and back shall be made up of injection moulded high impact strength polypropylene polymer with indoor gate UV resistance. The dimensions of Back shall be 51.6cm. (W) X 40.5cm. (H) and of seat shall be 52.5cm. (W) X 53.2cm. (D). The powder-coated (DFT 40-60 microns ) frame structure shall be made of 3.5±0.03cm x 1.5±0.03cm x 0.16±0.0128cm thk M.S. E.R.W. tube and welded connecting tube made of dia 2.22±0.03cm x 0.16±0.0128cm thk M.S. E.R.W. SQUARE tube to form the Mainframe assembly. The shoes shall be made of high impact strength polypropylene polymer compound with indoor grade UV resistance and pressed fitted with tubular frame. The paper tray shall be made of dia 0.4plus /- 0.005cm M.S. rod which is spot welded to form a mesh typestructure. It shall be powder coated(DFT 50 plus /-10 microns). The size of the tray is 40.1 (W) x 36.1 (D) x 22.0 (H) cm. Product shall be Green Guard (UL) certified.` 65 Supplying, installing, testing and commissioning of gun metal chrome finished Ball Valve for Drain connection.50mm dia. 66 ABC powder type fire extinguisher of 6 Kgs. Capacity, with initial filling (Mono Ammonium Phospate Powder) in brand new cylinder with powder coated finish, Stored Pressur type, Pressure Gauge, Controllable discharge mechanism with Hose and Nozzle , confirming to IS:15683:2008. 67 Carbon-di- oxide type fire extinguisher of 4.5 kgs. Capacity, Co2 gas as per IS 15222 with controll discharge mechanism fitted with Hose and Horn applicable on Class B fire rating 21Bconfirming to IS: 15683:2008. CO2 Cylinder as per IS 7285 with ISI mark. 68 Signages with printed `IN CASE OF FIRE, USE STAIRS UNLESS INSTRUCTED OTHERWISE` of 1.5cm height letters in red with white back ground. The size of the board shall be 25cm * 30cm and shall be fixed at the height of 2mts, from finished floor near Manual Call Points. 69 Floor indentification signage (i.e, GROUND FLOOR… ETC.,) at each stair enclosure on every floor, indicating the floor number in words, lettering size shall be 7.5cm with contrasting colour from back ground. Size shall be 15cm * 60cm. 70 Providing and fixing in position the signage of ` Fire Extinguisher ` to be pasted immediately above the every extinguisher. Sticker type 71 Providing and fixing in position the signage of ` Fire Hydrant and Hose Reel ` to be pasted on door of the every fire shaft at all floors. Sticker type 72 Supplying and fifing of fire brigade connection of cast iron body with gunmetalmale instantaneousinletcouplingscomplete withcapand chain asreqd. forsuitable diaMS pipe connection conforming to IS 904 as required :4 way - 150 mm dia M.S. Pipe 73 Supplying and fifing of fire brigade connection of cast iron body with gunmetalmale instantaneousinletcouplingscomplete withcapand chain asreqd. forsuitable diaMS pipe connection conforming to IS 904 as required :2 way - 150 mm dia M.S. Pipe 74 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.25mm Dia with 8mm rod size 75 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.32mm Dia with 8mm rod size 76 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.40mm Dia with 8mm rod size 77 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.50mm Dia with 8mm rod size 78 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.65mm Dia with 10mm rod size 79 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.80mm Dia with 12mm rod size 80 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.100mm Dia with 12mm rod size 81 Supply and fixing of following size sprinkler hanger with threaded rod , hanging rod , fasteners Rubber lining zinc plated suitable to hang follwing size sprinkler pipe as required.150mm Dia with 16mm rod size 82 4 w inlet breeching C.I. Body having 04 way gunmetal 63 mm male instantaneous conforming to IS:903, fitted with non return valves, flange outlet 280m OD, 240mm PCD, eight holes of 22 mm dia complete with gunmetal 25mm size. 83 Hose reel drum of swinging type with 19mm dia Rubber braided hose of 30m length with Ball valve and Shut off nozzle, complete. 84 Fire duct Shutter fabricated out ofM.S. sheet and frame, door shall be 600mm x 1200 mmx2100mm min. and fixed with 4 mm thick Glass, suitable Rubber beading and Locking arrangement. Quoted rate shall be includes all fasteners etc, and complete shutter shall be powder coated finish of red colour both inside and out side. 85 M.S. Hose cabinet stand/ wall mounted type fabricated out of M.S. sheet of 16 swg. with glass fronted ( 4mm thick glass with rubber beading) door and size of the cabinet shall be 600mm x 750 mm x 250 mm. Quoted rate shall be includes suitable stand for mounting, all fasteners etc, and cabinet shall be powder coated finish of red colour both inside and outside. 86 Supplying and fixing of approved make 25mm dia. automatic air release valve with unions etc. complete. 87 Supplying, installing, testing and commissioning of Gun metal chrome finished Ball valveswith fittings of screwed end type.25mm nominal dia. 88 Supplying, installing, testing and commissioning ofM.S. puddle flenge complete with all accessories.150mm nominal dia 89 Supplying, installing, testing and commissioning of Gun metal chrome finished Ball valveswith fittings of screwed end type.25 mm nominal dia ( Air vessel tank and Pressure switch manifold) 90 Exhuast pipe for Diesel engine of 100 mm dia M.S. Medium grade with mineral wool insulation with aluminum sheet. The quoted rate shall include 100 mm diameter MS pipe medium grade conforming to IS 1239 Part-1 and mineral wool insulation with aluminum sheeting and Pipe supports also. 91 Supplying and erecting of Pre fabricated M.S structural steel supports such as angle, Channel, Plate etc. conforming to relevant IS standards for supporting suction and delivery pipe of each fire pump and delivery pipe to hydrant and sprinkler pipe within the pump room. 92 Supply and installation testing and commissioning of Pressure gauges of suitable range (0-16 bar), 100 mm diameter dial for pumpsets completes with necessary Ball valves, siphon, Fittings like unions / colors / reducers etc. 93 Providing, fixing, jointing and testing uPVC mineral filled floor traps of self cleansing design with water seal not less than 50 mm., with or without vent, jointing with push fit rubber ring socket fittings complete, cutting chases / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended / open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing , etc. complete, as required. The trap shall be of following sizes: Temporary airtight PVC cover to be provided to prevent dirtentry..(Make..Supreme/Astral/Ashirvad) 94 `Providing and fixing health faucet with 1.2 m long flexible tube and wall hook including all fittings.(Make..Jaguar/Woyo/Hindware)` 95 `Providing and fixing water tank filling alram system complete in all respect as per entire satisfaction of engineer-in-charge(Make..Anchor/Goldmedal/SSM Aquamax)` 96 Providing and fixing25 mm dia motorize valve ..(Make..Leader /Honeywell/Zoloto) 97 Providing and Fixing of stainless steel grating with rim of approved design including setting in floor with cement mortar. (For Floor Trap/Floor Drain)..(Make..Camry /Chilly/Neer)125 mm dia 98 INTERNAL SOIL, WASTE and VERTICAL RAIN WATER PIPEProviding and fixinguPVC pipe conforming to IS:4985 (10 kg/sq cm) including all fittings, This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge and as per layout.(Make..Supreme/Astral/Ashirvad)40 mm 99 Providing and fixinguPVC pipe conforming to IS:4985 (10 kg/sq cm) including all fittings, This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge and as per layout.(Make..Supreme/Astral/Ashirvad)50 mm 100 Providing and fixinguPVC pipe conforming to IS:4985 (10 kg/sq cm) including all fittings, This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge and as per layout.(Make..Supreme/Astral/Ashirvad)110 mm,,,, 101 Providing and fixinguPVC pipe conforming to IS:4985 (10 kg/sq cm) including all fittings, This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge and as per layout.(Make..Supreme/Astral/Ashirvad)150 mm 102 Providing and fixinguPVC pipe conforming to IS:4985 (10 kg/sq cm) including all fittings, This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge and as per layout.(Make..Supreme/Astral/Ashirvad)200 mm 103 Providing and fixing floor drainfixed with cement mortar complete in all respect...(Make..Supreme/Astral/Ashirvad)110 x 50 104 Providing and fixing 100 mm dia uPVC hopper approximately 300 mm long with maximum 3 inlets 32, 50 or 63 mm size fabricated from uPVC heavy duty pipes , sockets, fixed to UPVC trap withjoint and set in cement concrete mix 1:2:4 complete as per standarddrawing..(Make..Supreme/Astral/Ashirvad)100 mm dia 105 Providing and fixing 15mm flexible pipe 15 mm dia..(Make..Supreme/Astral/Ashirvad) 106 Providing and fixing water cooler of 2 kl in silver colour of stainless steel material complete in all respect as per the direction of engineer-in-charge ..(Make..Bluestar/Orient electric/Bajaj) 107 1`Supply, Installation, testing and Commissioningof modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R407c/R410a/EQUIVALENT Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V plus /-10%, 3Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required.- The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5...(MakeDaikin/Bluestar/Voltas/Mitsubishi)`1.1 NS-1 34 HP 108 `Supply, Installation, testing and Commissioningof modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R407c/R410a/EQUIVALENT Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V plus /-10%, 3Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required.- The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5...(MakeDaikin/Bluestar/Voltas/Mitsubishi)`36 HP 109 `Supply, Installation, testing and Commissioningof modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R407c/R410a/EQUIVALENT Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V plus /-10%, 3Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required.- The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5...(MakeDaikin/Bluestar/Voltas/Mitsubishi)`18 HP 110 `Supply, Installation, testing and Commissioningof modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R407c/R410a/EQUIVALENT Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V plus /-10%, 3Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required.- The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5...(MakeDaikin/Bluestar/Voltas/Mitsubishi)`36 HP. 111 `Supply, Installation, testing and Commissioningof modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R407c/R410a/EQUIVALENT Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V plus /-10%, 3Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required.- The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5...(MakeDaikin/Bluestar/Voltas/Mitsubishi)`32 HP 112 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless/corded remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 DegreeC DB and 19 DegreeC WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)0.8 TR 113 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless/corded remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 DegreeC DB and 19 DegreeC WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)1.3 TR 114 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless/corded remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 DegreeC DB and 19 DegreeC WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)1.6 TR 115 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless/corded remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 DegreeC DB and 19 DegreeC WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)2.0 TR 116 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless/corded remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 DegreeC DB and 19 DegreeC WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)2.6 TR 117 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless/corded remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 DegreeC DB and 19 DegreeC WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)3.2 TR 118 `Supply, installation, testing and commissioning of following minimum capacity and external static pressure VRF/VRV ceiling mounted ductable type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, corded remote control, outer cabinet, vibrationisolators, drain pan, other necessary supports etc., suitable for operation on single phase AC supply 230V±10%, 50Hz complete as required. The unit shall have automatic force shutdown provision in case of fire on receiveing signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature.(MakeDaikin/Bluestar/Voltas/Mitsubishi)`6.4 TR 119 Supply, installation, testing and commissioning of following minimum capacity VRV/VRF Highwall type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil ection with DX copper coil, electronic expansion valve, outer cabinet, cordless remote control, drain pan, necessary accessories etc., suitable for operation on 230V±10%, 50Hz, single phase AC supply, complete as required. The unit shall have automatic force shutdown provision in caseof fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature...(MakeDaikin/Bluestar/Voltas/Mitsubishi)1.0 TR 120 Supply, installation, testing and commissioning of following minimum capacity VRV/VRF Highwall type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil ection with DX copper coil, electronic expansion valve, outer cabinet, cordless remote control, drain pan, necessary accessories etc., suitable for operation on 230V±10%, 50Hz, single phase AC supply, complete as required. The unit shall have automatic force shutdown provision in caseof fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature...(MakeDaikin/Bluestar/Voltas/Mitsubishi)AHU KIT..(Make Zeco/Edgetech/Avantec) 121 `Supply, Installation, testing and Commissioning of following capacities of ducted inline fans as per specification and complete with suitable 1 phase Motor with 3 speed control, bird screen etc. and required for complete installation include Lifting, shifting, assemblling and positioning of the equipment comprising of the following and complete as per specification/drawingsand as directed by Engineer InCharge.The fan casing shall be made of galvanised steel casing with min. 200 GSM zinc coating.The Fan must be selected for minimum power consuption and Maximum efficiancy at respective duty point. Max. noise level shall be 65 dBA at 3.0 meter...(Make Kruger/Caryaire/Airflow)`250 CFM @ 8 mmWG ESP 122 `Supply, Installation, testing and Commissioning of following capacities of ducted inline fans as per specification and complete with suitable 1 phase Motor with 3 speed control, bird screen etc. and required for complete installation include Lifting, shifting, assemblling and positioning of the equipment comprising of the following and complete as per specification/drawingsand as directed by Engineer InCharge.The fan casing shall be made of galvanised steel casing with min. 200 GSM zinc coating.The Fan must be selected for minimum power consuption and Maximum efficiancy at respective duty point. Max. noise level shall be 65 dBA at 3.0 meter...(Make Kruger/Caryaire/Airflow)`300 CFM @ 15 mmWG ESP 123 `Supply, Installation, testing and Commissioning of following capacities of ducted inline fans as per specification and complete with suitable 1 phase Motor with 3 speed control, bird screen etc. and required for complete installation include Lifting, shifting, assemblling and positioning of the equipment comprising of the following and complete as per specification/drawingsand as directed by Engineer InCharge.The fan casing shall be made of galvanised steel casing with min. 200 GSM zinc coating.The Fan must be selected for minimum power consuption and Maximum efficiancy at respective duty point. Max. noise level shall be 65 dBA at 3.0 meter...(Make Kruger/Caryaire/Airflow)`650 CFM @ 8 mmWG ESP 124 Y JOINT..(Make Kruger/Caryaire/Airflow) 125 `Supply and laying, testing and commissioning of following sizes of Copper conductor control cables through conduit on existing tray including fixing clamps and proper connections to equipments etc. complete as required. As per specification/drawingsand as directed by Engineer In Charge.....(Make Paramount/RR Kabel/KEI`2C x 1.5 sq.mm. 126 Supplying and fixing of powder coated extruded aluminium supply eye ball diffuser with aluminium volume control dampers as per specifications...(Make Airflow/Caryaire/Metal Joint 127 `SUPPLYING , INSTALLATION , TESTING and COMMISIONING OF 13 PASSENGER LIFTS HAVING 4 STOPS with all opening on the same sideFOLLOWING SPECIFICATIONSPassenger Elevator (Not less than 884 kg) elevator having speed of 1 meter per second Serving different floors in the existing lift shaft of size 1.8m x2.3mhaving stainless steel doo finish with a car dimension of 1400x1450x2300mm having central opening with door opening of 900x2100mm with DC door operator with monochrome LCD-Blue Background and white font. Complete in all respect as per Satisfaction of Engineer-in-charge.(Make: OTISJohnson,Schindler)` 128 Providing and installation of RFID based Automation Solution for Library Management System. Complete in all respect as per Satisfaction of Engineer-in-charge...(Make: Rapid Radio Solutions , Vast Electronic and Services , Rockwell Automation) 129 Providing and fixing of MUNSHIPREMCHAND LIBRARY in Acrylic Letters with light of 24` Height with power Supply and Warrenty of 2 yearswith fittings complete with all respect. 130 Providing and fixing ofLIBRARY in Acrylic Letters with light of 24` Height with power Supply and Warrenty of 2 yearswith fittings complete with all respect. 131 Providing and fixing of floor vinyl strickring 3m pasting on floorcomplete in all respect as per the entire satisfaction of engineer in-charge 132 Providing and fixing of 8mm Toughened Lacquered glasscomplete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 133 Providing and fixing of carpet flooring of 5MM thick with installation of 504 grey colour complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 134 Providing and fixing of Slim profile (25 MM X45MM) with monish black powder coating (Akzonobel 0.5 micron) with 10mm saint Gobine glass added with Gobian bar (16mmx16mm) black colour and milky film on clear glass with machine set ofGlass Max with warrenty of 5 years. complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 135 Providing and fixing of terracota bricks of size 75x230x10mm as per design complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 136 Providing and fixing of signages of toilet of size 300x450mm as per design complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 137 Providing and fixing of signages of department names of size 600x1200mm as per design complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 138 Providing and fixing of signages of fire exitnames of size 800x300mm as per design complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 139 Providing and fixing of signages of drinking water / liftnames of size 300x300mm as per design complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 140 17.1.1 Supplying, installation, testing and commissioning of heat detector operating at 54°C/57°C with rate of rise cum fixed tempreature (dual thermistor) type with mounting base complete with all connection etc. as required. 141 17.1.2 Supplying, installation, testing and commissioning of smoke detector with built-in LED and mounting base complete with all connections etc. as required. 142 17.1.3 Supplying, installation, testing and commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain and hammer assembly complete with glass and push button etc. as required. 143 17.1.5 Supplying, installation, testing and commissioning response indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required. 144 17.1.6 Supplying, installation, testing and commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate and suitable for operation with amplifier i/c line matching transformer etc. complete as required. 145 17.1.8 Supplying, installation, testing and commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob and speaker/microphone enclosed in a M.S. (16 SWG)/ ABS box with break glass in front etc. complete as required. 146 17.1.9 Supplying, installation, testing and commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate and suitable for operation with amplifier i/c line matching transformer etc. complete as required.6 Zone 147 17.1.11 Supplying, installation, testing and commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc. complete as required. 148 17.5.1 Supplying and laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring and LSZH outer sheath complete as required. 149 `Supplying, installation, testing and commissioning ofElectric driven Main Fire Pump suitable for automaticoperation and consisting of following, complete in allrespects, as required : (a) Horizontal type, multistage, centrifugal, split casingpump of cast iron body and bronze impeller with stainlesssteel shaft, mechanical seal conforming to IS 1520.(b) Suitable HP Squirrel cage induction motor, TEFC,synchronous speed 1500 RPM, suitable for operationon 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-`F` insulation, conforming to IS-325. (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads...2280 lpm at 70 m Head ... 2280 lpm at 70 m Head` 150 `Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel DrivenPump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft,mechanical seal conforming to IS 1520.Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thickaluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office redcolour etc. as required.M.S fabricated, common base plate, coupling, couplingguard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads....1620 lpm at 70 m Head` 151 `Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft,mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC typesuitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure,horizontal foot mounted type with Class-`F` insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads...180 lpm at 70 m Head` 152 `Fabrication, supply, Insallation testing and commissioning of Electrical control panel of cubical construction, floormounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors,dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter connection with suitable size copper conductor cable/solid copper strip, having switchgears andaccessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect,suitable for main fire pump, pressurisation pump and diesel pump set complete as per CPWD specificationwith following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :` 153 `Supplying, fixing, testing and commissioning of butterflyvalve of PN 1.6 rating with bronze/gunmetal seat duly ISImarked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :....100mm nominal dia` 154 `Supplying, fixing, testing and commissioning of butterflyvalve of PN 1.6 rating with bronze/gunmetal seat duly ISImarked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :....150mm nominal dia` 155 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange...200mm dia. 156 Providing and fixing of pressure switch in M.S. pipe line including connection etc. as required. 157 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shadev as required. 158 `Providing, fixing, testing and commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases,strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required :..150mm dia. ` 159 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.200mm nominal dia ` 160 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.150mm nominal dia ` 161 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.100mm nominal dia ` 162 `Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steelcoupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blankGunmetal/Stainless Steel cap and chain as required :..Single headed Gunmetal` 163 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :..Gun Metal 164 Supplying and fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneousconnection to interconnect hose pipe coupling as required :...Gun metal 165 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.80mm nominal dia ` 166 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.65mm nominal dia ` 167 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.50mm nominal dia ` 168 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.40mm nominal dia ` 169 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.32mm nominal dia ` 170 `Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :.25mm nominal dia ` 171 Providing, fixing, testing and commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories :...Pendent Sprinkler 172 `Supplying, installation, testing and commissioning of sprinkler flexible pipe (UL Listed) of stainless steelcomplete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required...700mm` 173 Providing and fixing flow switch in following sizes M.S. pipe including connection etc as required..150mm Dia 174 Supply, Installation, testing and commissioning including vaccumiazation andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required. 175 Supply, Installation, testing and commissioning including vocalization andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastomeric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required. 9.5mm dia 176 Supply, Installation, testing and commissioning including vocalization and Nitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerant piping for DX/VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/ brazing including accessories, insulated with XPLE Class-O tubular insulation/ with Class-O closed cell elastomeric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required. 12.7 mm dia 177 Supply, Installation, testing and commissioning including vaccumiazation andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required 15.86 mm diameter 178 Supply, Installation, testing and commissioning including vaccumiazation andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required19 MM DIA 179 Supply, Installation, testing and commissioning including vaccumiazation andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required 22.2 mm dia 180 Supply, Installation, testing and commissioning including vaccumiazation andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required.25.4 MM DIA 181 Supply, Installation, testing and commissioning including vaccumiazation andNitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerantpiping for DX/VRV/VRF system, complete with fittings, with suitable adjustablering type hanger supports, jointing/ brazing including accessories, insulated withXPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrilerubber tubular sleeves sections of specified thickness as given below for Suctionand Liquid lines, all accessories as per specifications etc. as required : 25.58mm diameter 182 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerant piping for DX/VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/ brazing including accessories, insulated with XPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required 31.8 mm dia 183 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerant piping for DX/VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/ brazing including accessories, insulated with XPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required 34.9 mm dia 184 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerant piping for DX/VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/ brazing including accessories, insulated with XPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required 38.1 mm dia 185 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/ hard drawn copper refrigerant piping for DX/VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/ brazing including accessories, insulated with XPLE Class-O tubular insulation/ with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required 41.3 mm dia 186 Supplying, installation, testing and commissioning of duct damper complete withneoprene gaskets, nuts, bolts, screws linkages, flanges etc, as per specifications... 187 Supplying and applying of following thickness duly laminated foil of mat finish closed cell Nitrile Rubber (Class O) thermal insulation on ducts after applying suitable adhesive. The joint shall be sealed with 50mm wide and 3mm thick self adhisive nitrile rubber tape insulation completer as per specs and as required.9 mm thick 188 Supply and fixing of acoustic lining of supply air duct initial minimum 3mtr length from each AHU / TFA using 25 mm thick resin bonded glass wool having density of 32 kg/m³, with 25 mm X 25 mm GI secton of 1.25 mm thick at 600 mm centre to centre covered reinforced plastic tissue paper and 0.5 mm thick perforated al. sheet fixed to inside surface of duct with cadmium plated nuts, bolts, stick pins, CPRX compound etc. complete as required. 189 Supply, installation, testing and commissioning of factory built floor mounted DXtype double skin type horizontal air handling unit made of 25mm thick panelsconsisting of pre plasticised G.I. casing of thickness 0.8mm outside layer and0.8mm inside layer with PUF insulation factory injected between them, thermalbreak profile complete with blower section with blower suitable for static pressureas required, min 2 bend GSS/PVC eliminators, cooling coil section withaluminium finned copper tubes (tubes thickness not less than 0.5 mm) coolingcoil 8 RD, filter section with washable synthetic air prefilter, belt drive packagewith TEFC drive motor of eff class IE3 suitable for 415 ± 10% volts, 50Hz, 3 PhaseAC supply suitably designed for VFD, drain connections, 18G SS drain pan with19mm nitrile rubber insulation, necessary vibration isolation arrangement etc.complete as per specification and following capacities. 190 Providing and fixing customize Wisteria Feather Paper Wall coveringin non-woven paper having width of 108 inches of 260 GSM as per design complete in all respect as per the entire satisfaction of engineer in-charge (Make: Nilaya , Ekvin Decor, Jaypore) 191 Providing and fixing of wooden polymer composite panel and WPC Louvers of size 160 x 2900 x 8.5mm as per design complete in all respect as per the entire satisfaction of engineer in-charge(Make: Alstone , Fairflow , Duraflo) 192 Providing and fixing 50mm Wooden Blinds with single cord operator complete with all respect.. 193 Providing and fixing of grafity on wall as per design complete with all respect as per the direction of engineer-in-charge 194 `Providing and Fixing of Envirotech Systems Acoustical Sound Suspenders™ made of Acoboard™ and Woodperf™Acoustic Panels for achieving the best NRC Value up to 0.90. Size of the Acoustical Sound Suspenders™1200*300*30mm. Construction details are as follows 9mm thick Acoboard fixed over 12mm thick Woodperf Acoustic Panels both the sides with rigid fixation. Design of the Acoustical Sound Suspenders as per the size (1200*1200*30mm)with Top and bottom side flat. The Acoustical Sound Suspenders™ marked with hanging arrangement on the rear sides, each Clouds having distancing from each Clouds as per the design intended to the architect. The Suspenders to besuspended over required accessories loike Uni strut channel using the locking Clip tied by Thread rod or Hanger Wire kit, cable finishing hook. Acoboard and Woodperf Panels are Certified by GRIHA V.2019 criterion: 11, GRIHA V.2015 criterion: 11 and GRIHA V. 3.1 criterion: 29. Installation of the Sound Suspenders as per the instruction lay Down By the manufacturer as per design complete with all respect . as perthe entire satisfaction of engineer in-charge ` 195 Providing and fixing of 6mm Toughened glass comply with the requirement of BS EN 572 parts 1,2 and3 or ASTM C1036 assessed for optical and visual faults as described in BS EN 572-2. Spot faults to be no worsethan category C. There will be no linear /extended faults. Optical faults to be within the limits set in BS EN 572-2 of model no. ET 150 Toughened glass complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. 196 Supplying and fixing of powder coated extruded aluminum door transfer grilles without aluminum volume control dampers as per specifications. 197 Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of requiredshade complete as required :.100 mm nominal dia 198 Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of requiredshade complete as required :.150 mm nominal dia 199 Supply, installation, testing and commissioning of 27` All-in-One Desktop-computers 13th Gen Intel® Core™ i7, Windows 11, microprocessor, 16 GB RAM, 1 TB SSD, Windows latestembedded OS and SQL Data Base, serial Interface port,USB Ports, compatible display card,keyboard, Mouse. (Make :- Dell / HP/LENOVO) 200 Providing and installation of Efficiency Engineered - A3 Refill Ink Tank Printer with A3,A4, A5 tray with Wireless and Ethernet Connectivity, Automatic 2-sided Colour Print,Professionally Designed for Fast Print Speeds, Low Cost High Photo Quality with UltraHigh Yield Ink Bottles, Wi-Fi Direct, Mobile and USB Print Complete in all respect as perSatisfaction of Engineer-in-charge..(Make: HP, Brother, Canon) 201 Providing and installation of Laserjet A4 Black and White Printer with scanner ,wifidirect. Complete in all respect as per Satisfaction of Engineer-in-charge...(Make: HP,Brother, Canon) 202 Providing and installation of Laserjet A4 Black and White Printer with scanner ,wifidirect,fax with auto front and back paper print technologyComplete in all respect as perSatisfaction of Engineer-in-charge...(Make: HP, Brother, Canon) 203 Deduct - Credit of half brick bats / brick malba 204 Deduct - Recovery Of 80mm Old Interlocking Paver Blocks.
Contract Date: Oct 25, 2025 Contract Value : ₹ 8.06 Crore
Local Bodies No of Bidders 3
Haryana View Result →
44.
Drinking Water Supply and Sanitation #8108759 AOC
Tender For Water Supply Scheme For Augmentation Of Uwss Behror Including 05 Years O And M After 01 Year Defect Liability Period Under Cm Budget Announcement 2024 To 2025 Under Jurisdiction Of Phed Distt Kotputli Behror - 1 TUBE WELL 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 200 mm dia. (PHED 2021/2.1.4) 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date offollowing sizes 150 mm dia NB (Thickness of pipe 5.0mm & mass of tube 20.13 Kg/m) 9 Supply & Fixingtube well coverofMS sheet 8mmthick attop &5mmthick 100mmwideshroudaroundtheedgesoastoformacaponthe topend of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre ofMS sheet. A25 mmsocket with end plug shall also be welded over top plate. A GI nipple having outside thread ofsize 1/2 (for installation pressure gauge) shall be provided &welded with 80mm GI nipple near top plate nipple shall be provided with end plug. (200 mm dia) 10 Providing & Lowering in tubewell ISI marked GI Pipe “B (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 50 mm dia. 11 Supply&Installationof3phaseISImarkedsubmersiblemotorpumpsetof three star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283- 2013(motor)orasamendeduptodateofapprovedmakeoffollowing duty conditionwithrequiredaccessoriesincludingmakingconnectionsuitablefor tubewell/DCB.Thejobincludesloweringof motorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. 12 9.3 KW (12.5 HP) & head above 120 mtr. 13 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 65 mm dia 14 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 80 mm 15 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply.Above 10 HP and up to 15 HP 16 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.16 sq mm size,4 core 17 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 65 mm dia 18 Supplying & installing 100mm dia mtr sealed diaphragm bourdon type pressure gauge of range of 0 to 10 Kg including all jointing materials as per specification with safety cover 19 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 20 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 21 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 4.0 Sqmm 3 core 22 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 23 RISING MAIN & DISTRIBUTION 24 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 25 HDPE PE-80 PN-10 26 90 mm HDPE 27 110 mm HDPE 28 125 mm dia 29 140 mm dia 30 160 mm HDPE 31 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 32 HDPE PE-80PN-6 33 90 mm dia 34 110 mm dia 35 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 36 HDPE PE-80PN-6 37 125 mm dia 38 140 mm dia 39 160 mm dia 40 180 mm dia 41 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar liningsuitable forpotablewaterwithrubberring (EPDM) jointsas perIS:5382-1985includingalltaxes(Centralandlocal), transportation and freight charges, inspection charges, loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note:Providingandfixingofallrequisitespecialsasperdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 42 100 mm 43 150 mm 44 200 mm 45 250 mm 46 300 mm 47 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 48 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 49 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 50 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 51 80 mm thick. 52 100 mm thick 53 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 54 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 55 100 mm dia 56 125mm Dia 57 150 mm dia 58 200 mm dia 59 250 mm dia 60 300 mm dia 61 400 mm dia 62 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 63 100 mm dia. 64 125 mm dia. 65 150 mm dia. 66 200 mm dia. 67 250 mm dia. 68 300 mm dia. 69 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200 ,Float- LP ball & HP ball : AISI 304 stainless Steel, Float Guide- HTB1,Seat ring & Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, with CI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.0 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0 70 80 mm 71 Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge.For Class-AA loading 72 Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm 73 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge. 74 Air valve pillarfor airvalves size of 80mmdia 75 Pumping machinery 76 Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions Note: Duty condition of required pump shall also be mentioned in BoQ. 77 Discharge 51 to 60 LPS and head 71 to 80 M 78 SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus 79 75 KW 80 Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core 81 Providing and laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required 82 10.0 Sq.mm 3 core flat 83 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineerin-charge. MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) 84 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type NonReturnValves(NRV) ofapprovedmakeoffollowingPressurerating& dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of followingspecifications:Body,Cover&discofGreycastironofIS:210/FG200. FacetofacedimensionsasperIS5312(part-1):2004,FlangesDrilledasper IS:1538.Epoxy (Non-Toxic&suitablefordrinkingwater)appliedonbody,cover anddiscinsideandoutside.BodyseatringofSS/CSDoorfacering-EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-BoltasperIS:1363andIS:1367(galvanisedsteel),Insertion rubber of black EPDM 6mm thick. Suitable support structureas perdirections of EIC including jointing & jointing material, labour, testing and commissioning along withpipelineasperTechnicalSpecification&asperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 85 200 mm dia 86 Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - 87 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 88 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 89 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 90 500 KL capacity 91 ProvidingandfixingdoubleflangedISImarkedDI ClassK-9pipesasperIS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such asduckfootbend,bend,teeetc.providingandfixingclampsatevery3mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up toandfromvalvechamberasperdirectionofEIC,TechnicalSpecificationandScopeof work. 92 400mm 93 Construction of Pump house of RCC framed structure with pump pit in RCC walls as per scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary,P&ID,SLDtobepreparedbythecontractorandsubmittedto department for approval for earth quake zone II. 94 Pump House with Monorail arrangement 95 Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing,scopeofworkandtechnicalspecificationscompleteworkinall respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC,600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4.Superstructurework:StonemasonryinCM:1:6,W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5.CementmortarpointingonStone masonryandcementmortarplaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7.OntopofwallthereshallbeCCCoping75mmthick(1:2:4)shallbe provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 96 Providingandfixingsteel,gate,gratingandgrillsmadeofangles,tees, square bars,flatsorblackpipe with holdfast andfitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 97 Pump House with operator room 98 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)ncluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 99 (Depth from Av. GL to 1.5m depth) 100 Total Earth Work Quantity 101 Earth filling 102 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 103 Net qty ofEarth filling req. 104 Kharanja (soling) 105 Random rubble dry stone Kharanja (soling) under floor. 106 PCC 107 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 108 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 109 RR Masonry for Foundation 110 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: 111 Cement mortar 1:6 (1 cement : 6 coarse sand) 112 Brick Work 113 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : 114 Cement mortar 1:6 (1 cement : 6 coarse sand) 115 Half brick masonry 116 Half brick masonry in foundation & plinth using bricks of designation 75 Cement mortar 1:6 (1 cement : 6 coarse sand) 117 Partitian Wall 118 RCC 119 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 120 Steel fabrication 121 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 122 Thermo-mechanically Treated bars (Conforming of relevent IS code) 123 Centering & Shuttering 124 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 125 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 126 Plaster 20 mm (Internal plaster- in CM 1:4) 127 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 128 1:4 (1 cement : 4 fine/ coarse sand) 129 Plaster 25 mm (Externalplaster) (Cm 1:6) 130 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 131 1:6 (1 cement : 6 fine/ coarse sand) 132 Plaster 12 mm Ceiling plaster) (CM 1:4) 133 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 134 1:4 (1 cement : 4 fine/ coarse sand) For Ceiling portion 135 Flooring 136 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. 137 Size 600mm x 600mm 138 M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 139 Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 140 Skirting Dado 141 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades ceramic glazed vitrified tiles with water absortion less than or equal to 0.08% confirming to IS:13753 & IS : 15622 on walls, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 142 Size 800mm x 1200mm 143 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) 144 Rain water pipe 145 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 146 110 mm diameter 147 Rain water pipe fittings 148 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 149 Bend 87.5° 150 Ceiling Fan clamp 151 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. 152 Door Frame 153 Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : 154 Size 125 x 100mm 155 Steel Door 156 Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 157 Add extra for double leaf shutters. 158 mummty door 159 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 160 Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.Extra for providing D type pipe head as top of hand railing 161 Windows and Ventilator Shutters 162 Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 163 Windows side hung /Ventilators top or centre hung (openable) 164 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A:Decorative teak veneer One side 165 35 mm thick . 166 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete (allplaster surface ) 167 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. : all inner plaster surface with ceiling 168 Applying one coat of Cement primer of approved brand and manufacture on wall surface including all scaffolding:all outer plaster surface 169 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding:all outer plaster surface 170 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ @ 1.45 ,1.20 and 1.45Kg per sqm. of area respectively second and fourth courses of roofing felt type 3 grade-I conformingto IS1322 (Hessian basedself finished bitumen felt) conforming to IS 1322 and sixth and final course of stone grit 6mm and down size of pea sized gravel spread at 6 cubic dm.per square metre including preparation of surface but excluding grading complete . 171 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :(In 75x75mm deep chase) 172 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: Size 300 Cm. dia outside & 300 Cm. depth 173 Electrical Work 174 Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & its accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. 175 Short point (up to 3 mtr.) 176 Medium point (up to 6 mtr.) 177 Long point(up to 10 mtr.) 178 Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modular box of 1.2 mm thick with earth terminal, 2 Nos 10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR 179 Short point (up to 3 mtr.) 180 Medium point (up to 6 mtr.) 181 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 182 25 mm 183 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR 184 6 A to 32 A rating 185 P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections with lugs , testing etc. as required. 186 Double pole MCB(With B/C curve tripping Characteristics) 187 50/63 A rating 188 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board withMetal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. 189 Metal door (single phase) IK-09 and IP-43 with Metal end box 16 Way (16+2) 190 Plumbing and Sanitary work 191 P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor 192 P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 450 193 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : 194 Size 450 mm x 300 mm 195 P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor : 196 Fire clay glazed kitchen sink (I.S 771-1985Marked) size 600 x 450 x 250mm. 197 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 198 1000 litres capacity. 199 CPVC. Pipe fittings 200 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 201 15 mm diameter 202 20 mm diameter 203 25mm diameter 204 Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge 205 Bib Cock with long thread 15 mm nominal size 206 Stop cock long thread 207 P & F Jet spray for water closet with C.P. Copper Tubeflange of approved make 208 P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. 209 Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. 210 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 211 700 mm Dia 10 mm thick casing pipe . 212 Cost for Basic servies charges, Administration and management, Running of Operation and maintenance and repair Including Preventive Manintenance, Cost of material required for Maintenance and repair, cost of lubricants, Consumables, Spare parts ( If the spare parts supplied to PHED are used in emergency) as per scope of work & terms & conditions of contract for 5 years after defect liability period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project. 213 1st Year 214 2nd Year 215 3rd Year 216 4th Year 217 5th Year
Contract Date: Oct 14, 2025 Contract Value : ₹ 9.80 Crore
Government Departments No of Bidders 1
Rajasthan View Result →
45.
Housing Urban and Rular Development #7877869 AOC
Supply, Delivery And Installation Of Pumping Machinery And Allied Accessories At Existing Ugr Pump House At Lake Town Location Under South Dum Dum Municipality, Kolkata -700089 Under Amrut 2.0(Phase-Ii)- 1 Supply, delivery at site and installation of vertical turbine pump motor set complete havingthe following head discharge characteristics, capable to discharge clear water,having SS(CF8M) impeller, CI casing , dischagre head ,motor stool along withother standard accessories with Premium Efficiency (IE3), TEFC ,1500rpm(synchronous),4Pole, 3 Phase, 0.415 kv± 10% AC ,insulation class F , IP 55 , squirrelcage induction motor of suitable ratingsas requiredand as per technical specification and direction of EICand as per CPHEEO standard .Motor shall have a margin of 1.3 over the pump BKW at duty point. Pumps shall be installed on suitable RCC foundationadhering to all the technical requirements of the pump manufacturer. 2 800m³/hr against a tentativehead of50 to 62 MWC(2nos working + 2no. Standby ) 3 1150 m³/hr against a tentativehead of 11 to 20 MWC(1nos working + 1no. Standby ) 4 (Finallyactual TDH to be determined by the tenderer at the time of detailed engineering after consultation with the concerned division dealing with the pipe laying ) 5 Supply, delivery at site, installation of 3-Panel HT Switch Board of 500 MVA, 6.6 KV 26.3 KA, 800 Amps complete in all respect with all other accessories as per technical specification and direction of EIC. (For KMDA HT Room ) 6 Supply, delivery at site, installation ofminimum800 KVA, 6.6/0.433KV as required (To be finalised during detail Engineering ), ONAN outdoor Transformer complete in all respect with all other accessories as per technical specification and direction of EIC conforming toIS :1180 Level 2 ( 1no. Working + 1no. Standby ) 7 Supply, delivery at site, installation of LT.P.D.B. cum MCCcomplete in all respect along with capacitor banks as required with all other accessories as per technical specification and direction of EIC. ( 2 nos. incomer ACB, 1 no. bus coupler , 6 nos. Soft starter for motor feeder, Lighting feeders, Valve actuator feeders , EOT crane feeder, drinking water pump feeder and other auxiliary loads as requiredas per technical specification and direction of EIC ) 8 Supply, delivery at site, installation of central control desk complete in all respect with all other accessories as per technical specification and direction of EIC. 9 Supply, delivery at site, installation of 30Volt DC Battery Charger with maintenance free battery complete in all respect with all other accessories as per technical specification and direction of EIC.(requirement or capacity to be determined during detailed engineering) . 10 Supply, delivery at site , installation of 1400VA noise less digital sine wave Inverter with 180AH , 12Volt Tubular Battery for emergency lighting of the plant. 11 Supply, delivery at site , fitting and fixing of electro-magnetic flow meter of following sizes ,comprisingofflow sensor and transmitter, signal conditioner if required, flow indicator, flow totaliser (controller unit ) and all other accessoriescomplete as per specification and direction of EIC. 12 500mm. 13 450 mm. 14 Supply, delivery at site fitting and fixing of following MS pipe including fabrication of all necessary accessories special viz dismantling joints, Puddle plates(20mm), Bell Mouth,bends, tees, enlarger/reducer, R.C.C.pedestal for common manifold , etc including cutting walls, pipes, making flanged & welded joints as required, fitting fixing complete in all respect including cost of all fitings, sundry and jointing materials as required for laying of pipe with anti-corrosive treatment of all pipe surface complete as per technical specification and direction of EIC. 15 350 mm.,8mm thick (For individual delivery piping) 16 350mm ,8mm thickDF Metallic dismantling joint with split flange, long stud, bolts, nuts etc. 17 500mm ,8mm thick (For common manifold piping) 18 500mm ,8mm thick (For flowmeterpiping) 19 450 mm.,8mm thick (For individual delivery piping) 20 450mm ,8mm thickDF Metallic dismantling joint with split flange, long stud, bolts, nuts etc. 21 450mm ,8mm thick (For common manifold piping) 22 450mm ,8mm thick (For flowmeterpiping) 23 Supply, delivery at site, lowering, fitting and fixing of DIDF non return valve (PN-1.0 ) of following size in proper position and alignment by providing temporary support as required including cost of all sundry materials such as gaskets, nuts, bolts etc. all complete as required to complete the job in all respect as per technical specification and direction of EIC. 24 350 mm dia with head stock (for individual pump delivery line) 25 450 mm dia with head stock (for individual pump delivery line) 26 Supply, delivery at site, lowering, fitting and fixing of DIDF butterfly valve (PN-1.0) alongwith suitable rated motorised actuator of following size in proper position and alignment by providing temporaray support as required including cost of all sundry materials such as gaskets, nuts, bolts etc all complete as required to complete the job in all respect as per technical specification and direction of EIC. 27 350 mm dia with head stock (for individual pump delivery line) 28 500 mm dia (for common header ) 29 450 mm dia with head stock (for individual pump delivery line) 30 450 mm dia (for common header ) 31 Supply, delivery at site, fitting and fixing of single orifice type SS air release valve with isolation valveof adequate size for manifold pipe line complete with all other standard accessories including cost of all sundry materials and fitting fixing charges as required as per technical specification and direction of EIC. 32 Supply, delivery at site, fitting and fixing of dust & damp proof following field instruments complete with all valves, cocks and other fixtures including cost of all sundry materialsas required as per technical specification and direction of EIC. 33 Pressure Guage 0-10 kgf/cm² (6 dial bourdon type for individual delivery line,accuracy ± 1%) 34 Pressure Guage 0-10 kgf/cm² (8 dial bourdon type for common delivery manifold,accuracy ± 1%) 35 Pressure transmitter including cabling (For individual delivery line ) 36 Pressure transmitter including cabling (For common delivery manifold ) 37 Supply, delivery at site fitting and fixing of theultra sonic water level sensor with indicator including transmitter / transducer / stilling pipe and all other accessories including all cabling connections all complete as per specification and direction of EIC. 38 Supply, delivery at site fitting and fixing of float typemechanical level indicator and staff including all other accessories as per specification and direction of EIC. 39 Supply ,delivery at site and laying of 11 KV grade XLPE insulated, PVC outer sheathed, armoured, aluminium conductor cable of following size either through cable duct or through cable trays or through protection pipesas per technical specification and direction of EIC. 40 3 core x 300 mm²( WBSEDCLroom to KMDA HT panel to transformer ) . 41 Supply, delivery at site and laying of 1.1KV / 11 KVgrade XLPEinsulated, PVC outer sheathed,armoured, aluminium conductor cable of following size either through cable duct or through cable trays or burried underground through brick protection or through protection pipesas per technical specification and direction of EIC. 42 3.5 core x As required mm² TXR(LT) to LT panel. 43 3 core x As requiredmm² LT motor feederto motor terminal 44 Supply, delivery at site and laying of 1.1KV grade XLPE insulated, PVC outer sheathed, armoured/unarmoured , stranded aluminium /copper conductor for auxiliary power , controlcable andsignal cable of required size either through cable duct or through cable trays or through protection pipesas per technical specification and direction of EIC. 45 Making end termination of 11KV grade 3 core x 300 mm² XLPEinsulated, PVC outer sheathed,armoured,aluminium conductor cable with push on type premoulded cable jointing kit indoor/ outdoor type as required complete with gland and other hardwares as per direction of EIC. 46 Making end terminationof 1.1KV grade XLPE/PVC insulated armoured Al./Cu. conductor cable with gland and other hardwares as requiredas per direction of EIC 47 Supply, delivery, fitting and fixing sheet steel fabricated double door type 4+ 4 way TPN MCB distribution board with 1 no 63A 4 pole isolator and 12 nos 6 — 32 Amps. SPMCB on wall as per direction of the EIC. 48 Supply, delivery at site, installation of control panel,sheet steel fabricated complete in all respect with all accessories for control of exhaust fans and other emergency loads as per technical specification and direction of EIC. 49 Distribution wiring with 1.1KV grade 2 X 1.5 mm² PVC insulated unsheathedsingle core stranded copper wire in 20mm G.I. conduit to light, fan, call bell point with 10A DP toggle switch fixed on 3mm thick bakelite cover in double door sheet metal switch board with magetic locking arrangement as per direction of the EIC. 50 Distribution wiring with 1.1KV grade 2 X 2.5 mm² PVC insulated unsheathedsingle core stranded copper wire in 20mm G.I. conduit to 250 V 15 A 6 pin compositeplug socket fixed on 3mm thick bakelite cover in double door sheet metal switch board with magetic locking arrangement including 1 X 1 mm²PVC insulated unsheathed single corestranded copper wire as earth continuity wire. 51 Wiring with 1.1KV grade 3 X 1.5 mm² PVC insulated unsheathed single core stranded copper wire in 20mm G.I. conduit including 1 X 1 mm²PVC insulated unsheathed single core stranded copper wireas earth continuity wire from starter control panel to exhaust fan point. 52 Supply and fixing ofIndustrial type LEDTube Light fittingof make Philips , model (EnduraLED) BN308LC LED40S-6500 L120 PSU WH, completely wired up with necessary accessories , as required to maintain lux level as per IEC & as per specification & direction of EIC. 53 Supply and fixingstreet lights of make Philips , model- BRP410 LED 110 CW HE MR FG S2 PSU GRLED fitting completely wired up with necessaryaccessoriesincluding fixing on pole as requiredto maintain lux level as per IEC &as per specification & direction of EIC. 54 Supply and fixing ofhighbay luminaries of make Philips , model- Durabay Prime BY225P LED100S CW WB PSU FG GR V1 , LED fitting completely wired up with necessary accessories , including S&F of M.S. clamp on ceiling as required as perto maintain lux level as per IEC & specification & direction of EIC. 55 Supply and fixing of 300mm Sweep, 230 V, 1Ph, 50 Hz, 4 pole exhaust fan including S & F of M.S. cowl and making suitable hole in the wall including mending good damages completeas per specification & direction of EIC. 56 Supply and fixing of 600mm Sweep, 415 V, 3Ph, 50 Hz, 6 pole exhaust fan including S & F of M.S. cowl and making suitable hole in the wall including mending good damages completeas per specification & direction of EIC. 57 Supply and fixing of 1200mm Sweep, 230 V, 1Ph, 50 Hz, ceiling fan including S & F of electronoc regulator as per specification & direction of EIC. 58 Supply and fixing of 450mm Sweep, 230 V, 1Ph, 50 Hz, 4 pole pedestal type air circulator as per specification & direction of EIC. 59 Fabrication and installation of structural steel works such as, cable duct cover by chequered plates, pipe & valve supports, valve operating platform,walkway ,cable supports, trays, hangers as required as per specification & direction of EIC. 60 Supply and fixing of 600mm Sweep, 230 V, 1Ph, 50 Hz, 4 pole wall bracket type air circulator as per specification & direction of EIC. 61 Supply, delivery and erection of 9.0 mtr long G.I.Pole fabricated from M.S. sheet incl. earthing of individual & light fittings as per design and direction of EIC. 62 Supply and fixing of G.I. Bracket Arms suitable for theG.I. Pole with necessary pole cap,hardwares etc as required as per design and direction of EIC. 63 Twin Arm upto 2M long 64 Single Arm upto 2M long 65 Supply, delivery, fitting,fixing of fire extinguishers complete in all respect i.e. with first charge of refill, mounting bracket etc. as per technical specification and direction of EIC. 66 Portable type fire extinguisher (4 Kg Capacity type) 67 6 Kg. Capacity (ABC Type) 68 Supply and fixing on wall or on stand of 9 Ltrs capacity M.S. bucket, 50% of the bucket capacity to be filled with sand as per direction of EIC. 69 Earthing the whole installation as per IE Rules & Acts, specifications, complete in all respect including supply,installation of all required earthing materials,flats,earth electrodes and all other sundries,fitting,fixtures including making proper earth stations as per technical specification and direction of EIC. 70 Providingfencing with structural gates around the periphery of the transformer yard as per I.E. rules including supply and fixing of necessary M.S. angles, flates G.I. mesh etc. as required to complete the job as per specification and direction of EIC. 71 Supply and fixing of E.I. Danger board on wall & fencing as per direction of EIC 72 Supply and providing 11KV grade rubber matas per direction of EIC. 73 Supply and fixing on wall a shock treatment chart duly framed by polished wood and the glass fitted in front complete as per direction of EIC. 74 Display of back lit & non lit sign board of various sizes on the pump house wall fascia or elsewhere as per direction of EIC. 75 Painting the whole installationas per technical specifcation and direction of EIC. 76 Carrying out high pressure test of the HT installation by approved agency and obtaining necessary clearance fron Directorate of Electricity as per direction of EIC. 77 Supplyof drawings for approval and finally as-built drawings in 6sets and CDs . 78 Supply, delivery at site & laying of MS pipe including fabrication of all necessary accessories special ,enlarger,,R.C.C./ fabricated pedestal ,thrust blocks , etc including cutting pipes, making flanged & welded joints as required, for joiningthe common deliverymanifolds with the existingprelaid rising main pipescomplete as per technical specification and direction of EIC. Note : Any mechanical or electrical or civil , parts/spare/equipment not included in the BOQ but required to complete the project is to be supplied by the agency at free of cost . 79 Commissioning of whole system & Performance test for 72 hours 80 Monitoring of the newly installed electromechanical equipment for a period of one year along with consumable materials as required. 81 Dismantling and removing the existing damaged equipments from their present place and stacking them to suitable place within distance of 25km as per direction of EIC(pumps, motors,valves,HT panel,canles,pipes ,etc)
Contract Date: Aug 28, 2025 Contract Value : ₹ 6.47 Crore
Local Bodies No of Bidders 4
West Bengal View Result →
46.
Housing Urban and Rular Development #7825952 AOC
Selection,Supply, Storage, Erection, Commissioning, Trial Run, Performance Guarantee Tests, One Year O And M Etc Of The Electro Mechanical Equipment Of The Ugr- Cum- Booster Pumping Station Within Kalyani Municipal Area- 1 Supply, delivery at site and installation of vertical turbine pump motor set complete havingthe following head discharge characteristics, capable to discharge clear water,having SS(CF8M) impeller, CI casing , dischagre head ,motor stool along withother standard accessories withTEFC ,1500rpm(synchronous),4 Pole, 3 Phase, 0.415 kv± 10% AC ,insulation class F , IP 55 , squirrelcage induction motor of suitable ratingsas required.and as per technical specification and direction of EICand as per CPHEEO standard .Motor shall have a margin ofat least 30 % margin over thepump input at duty point or 10% margin over the maximum pump input inthe worst case of the pump operation in the total range (from shut-off to run out),whichever ishigher .Pumps shall be installed on suitable RCC foundationadhering to all the technical requirements of the pump manufacturer. Make : Pump :WPIL / Mather & Platt / KBL. Motor : CGL/Marathon/Siemens/ABB 2 920 m³/hr against a tentativehead of 50 to 60 m (1no. working +1 no. standby ) 3 (Finallyactual TDH to be determined by the tenderer at the time of detailed engineering after consultation with the concerned division dealing with the pipe laying ) 4 Supply, delivery at site, installation of 3 Panel HT Switch Board of 500 MVA, 11 KV 26.3 KA, 800 Amps complete in all respect with all other accessories as per technical specification and direction of EIC. Incomer-1no.,Transformer feeder-2 nos .Make : Schneider/ Siemens / ABB 5 Supply, delivery at site & installation of 500 / 630 KVA, 11/0.433KV , ONAN outdoor transformer complete in all respect with all other accessories and proper fencingas per technical specification and direction of EIC conforming toIS :1180 Level 1 ( Latest revision : Level 1) ( 1no. Working + 1no. Standby ) Make : KEC / Schneider / CGL / Volt Amp 6 Supply, delivery at site, installation of LT.P.D.B.complete in all respectwith all other accessories as per technical specification( 2 nos. incomer ACB, 1 no. bus coupler , 2 nos motor feeders with soft starters ,Lighting feeders, Valve actuator feeders , EOT crane feeder, drinking water pump feeder, ventilation feederand other auxiliary feedersas requiredas per site condition and as per technical specification and direction of EIC ). Make : Sellwin Electricals Pvt. Ltd. / PCE Project Pvt. ltd / System Control / ABB. 7 Supply, delivery at site, installation of central control desk complete in all respect with all other accessories as per technical specification and direction of EIC. Make : Sellwin Electricals Pvt. Ltd. / PCE Project Pvt. ltd / System Control / ABB 8 Supply, fitting, fixing & Commissioning of Battery Charger 9 Supply, fitting, fixing & Commissioning of Battery 10 Supply ,installation & commissioning,of 5 MT doublegirder capacity EOT crane complete in all respect including testingas per technical specification and direction of EIC. 11 Supply, delivery at site , fitting and fixing of electro-magnetic flow meter of following sizes ,comprisingofflow sensor and transmitter, signal conditioner if required, flow indicator, flow totaliser(controller unit ) and all other accessoriescomplete as per specification and direction of EIC. 12 350mm. 13 Supply, delivery at site fitting and fixing of following MS pipe including fabrication of all necessary accessories special viz dismantling joints, Puddle plates ( 20mm), Bell Mouth,bends, tees, enlarger/reducer, R.C.C.pedestal for common manifold , etc including cutting walls, pipes, making flanged & welded joints as required, fitting fixing complete in all respect including cost of all fitings, sundry and jointing materials as required for laying of pipe with anti-corrosive treatment of all pipe surface complete as per technical specification and direction of EIC. 14 350 mm., 10mm thick (For individual delivery piping) 15 350mm , 10mm thickDF Metallic dismantling joint with split flange, long stud, bolts, nuts etc. 16 350mm ,10mm thick (For common manifold piping) 17 350mm , 10mm thick (For flowmeterpiping) 18 Supply, delivery at site, lowering, fitting and fixing of DIDF non return valve (PN-1.6 ) of following size in proper position and alignment by providing temporary support as required including cost of all sundry materials such as gaskets, nuts, bolts etc. all complete as required to complete the job in all respect as per technical specification and direction of EIC. 19 350 mm,dia (for individualpump delivery side) 20 Supply, delivery at site, lowering, fitting and fixing of DIDF butterfly valve (PN-1.6) alongwith suitable rated motorised actuator of following size in proper position and alignment by providing temporaray support as required including cost of all sundry materials such as gaskets, nuts, bolts etc all complete as required to complete the job in all respect as per technical specification and direction of EIC. 21 350 mm dia(for individual pump delivery line) 22 350 mm dia (for common header ) 23 Supply, delivery at site, fitting and fixing of gun metal gate/globe / check valve for drinking water lines including1 HP submersible pump ,starter panel , etc complete with all accessories including cost of all sundry materials and fitting fixing charges as required as per technical specification and direction of EIC. 24 50mm dia Gate / Globe Valve 25 32mm dia Gate / Globe Valve 26 50mm dia Check Valve 27 Supply, delivery at site, fitting and fixing of single orifice type air release valve with isolation valveof adequate size for manifold pipe line complete with all other standard accessories including cost of all sundry materials and fitting fixing charges as required as per technical specification and direction of EIC. 28 50 ARV 29 80 ARV 30 Supply, delivery at site, fitting and fixing of dust & damp proof following field instruments complete with all valves, cocks and other fixtures including cost of all sundry materialsas required as per technical specification and direction of EIC. 31 0-10 kgf/cm² (6 dial bourdon type for individual delivery line,accuracy ± 1%)0-10 kgf/cm² (8 dial bourdon type for common delivery manifold,accuracy ± 1%) 32 Pressure transmitter including cabling (For individual delivery line ) Pressure transmitter including cabling (For common delivery manifold ) 33 Supply, delivery at site fitting and fixing of theultra sonic water level sensor with indicator including transmitter / transducer / stilling pipe and all other accessories including all cabling connections all complete as per specification and direction of EIC. 34 Supply, delivery at site fitting and fixing of float typemechanical level indicator and staff including all other accessories as per specification and direction of EIC. 35 Supply ,delivery at site and laying of 11 KV grade XLPE insulated, PVC outer sheathed, armoured, aluminium conductor cable of following size either through cable duct or through cable trays or through protection pipesas per technical specification and direction of EIC. 36 3 core x 300 mm²( WBSEDCL room to KMDA HT Panel) . 37 Supply, delivery at site and laying of 11 KV & 1.1 KV grade XLPEinsulated, PVC outer sheathed,armoured, aluminium conductor cable of following size either through cable duct or through cable trays or burried underground through brick protection or through protection pipesas per technical specification and direction of EIC. 38 3core x As required mm²from KMDA HT panel to transformer 39 3.5 core x As requiredmm² Transformer to LT Panel 40 3 core x As requiredmm²LT Panelto Motor 41 Supply, delivery at site and laying of 1.1KV grade XLPE insulated, PVC outer sheathed, armoured/unarmoured , stranded aluminium /copper conductor for auxiliary power , controlcable andsignal cable of required size either through cable duct or through cable trays or through protection pipesas per technical specification and direction of EIC. 42 Making end termination of 11KV grade 3 core x 300 mm² XLPE and other HT cables, insulated, PVC outer sheathed,armoured,aluminium conductor cable with push on type premoulded cable jointing kit indoor/ outdoor type as required complete with gland and other hardwares as per direction of EIC. 43 Making end terminationof 1.1KV grade XLPE/PVC insulated armoured Al./Cu. conductor cable with gland and other hardwares as requiredas per direction of EIC 44 Supply, delivery, fitting and fixing sheet steel fabricated double door type 4+ 4 way TPN MCB distribution board with 1 no 63A 4 pole isolator and 12 nos 6 — 32 Amps. SPMCB on wall as per direction of the EIC. 45 Distribution wiring with 1.1KV grade 2 X 1.5 mm² PVC insulated unsheathedsingle core stranded copper wire in 20mm G.I. conduit to light, fan, call bell point with 10A DP toggle switch fixed on 3mm thick bakelite cover in double door sheet metal switch board with magetic locking arrangement as per direction of the EIC. 46 Distribution wiring with 1.1KV grade 2 X 2.5 mm² PVC insulated unsheathedsingle core stranded copper wire in 20mm G.I. conduit to 250 V 15 A 6 pin compositeplug socket fixed on 3mm thick bakelite cover in double door sheet metal switch board with magetic locking arrangement including 1 X 1 mm²PVC insulated unsheathed single corestranded copper wire as earth continuity wire. 47 Wiring with 1.1KV grade 3 X 1.5 mm² PVC insulated unsheathed single core stranded copper wire in 20mm G.I. conduit including 1 X 1 mm²PVC insulated unsheathed single core stranded copper wireas earth continuity wire from starter control panel to exhaust fan point. 48 Supply and fixing ofIndustrial type LEDTube Light fittingof make Philips , model (EnduraLED) BN308LC LED40S-6500 L120 PSU WH, completely wired up with necessary accessories , as required to maintain lux level as per IEC & as per specification & direction of EIC. 49 Supply and fixing ofhighbay luminaries of make Philips , model- Durabay Prime BY225P LED100S CW WB PSU FG GR V1 , LED fitting completely wired up with necessary accessories , including S&F of M.S. clamp on ceiling as required as perto maintain lux level as per IEC & specification & direction of EIC. 50 Supply and fixingstreet lights of make Philips , model- BRP410 LED 110 CW HE MR FG S2 PSU GRLED fitting completely wired up with necessaryaccessoriesincluding fixing on pole as requiredto maintain lux level as per IEC &as per specification & direction of EIC. 51 Supply and fixing of 70 W SON post top luminaries or equivalent LED fittingcompletely wired up with necessary ignitor, ballast, capacitor and lamp etc including S & F of G.I. pipe bracket on wall as requiredto maintain lux level as per IEC & as per specification & direction of EIC. 52 Supply, delivery and erection of 9.0 mtr long G.I.Pole fabricated from M.S. sheet incl. earthing of individual & light fittings as per design and direction of EIC. 53 Supply and fixing of G.I. Bracket Arms suitable for theG.I. Pole with necessary pole cap,hardwares etc as required as per design and direction of EIC. 54 Twin Arm upto 2M long 55 Single Arm upto 2M long 56 Supply and fixing of 300mm Sweep, 230 V, 1Ph, 50 Hz, 4 pole exhaust fan including S & F of M.S. cowl and making suitable hole in the wall including mending good damages completeas per specification & direction of EIC. 57 Supply and fixing of 600mm Sweep, 415 V, 3Ph, 50 Hz, 6 pole exhaust fan including S & F of M.S. cowl and making suitable hole in the wall including mending good damages completeas per specification & direction of EIC. 58 Supply and fixing of 1200mm Sweep, 230 V, 1Ph, 50 Hz, ceiling fan including S & F of electronic regulator as per specification & direction of EIC. 59 Supply and fixing of 450mm Sweep, 230 V, 1Ph, 50 Hz, 4 pole pedestal type air circulator as per specification & direction of EIC. 60 Fabrication and installation of structural steel works such as, cable duct cover by chequered plates, pipe & valve supports, valve operating platform,walkway ,cable supports, trays, hangers as required as per specification & direction of EIC. 61 Supply, delivery, fitting,fixing of fire extinguishers complete in all respect i.e. with first charge of refill, mounting bracket etc. as per technical specification and direction of EIC. 62 Portable type fire extinguisher (2 Kg Capacity) 63 5Kg. Capacity (ABC Type) 64 Supply and fixing on wall or on stand of 9 Ltrs capacity M.S. bucket, 50% of the bucket capacity to be filled with sand as per direction of EIC. 65 Supply, fitting, fixing & Commissioning of LED Glow Sign Board 66 Earthing the whole installation as per IE Rules & Acts, specifications, complete in all respect including supply,installation of all required earthing materials,flats,earth electrodes and all other sundries,fitting,fixtures including making proper earth stations as per technical specification and direction of EIC. 67 Carrying out high pressure test of the HT installation by approved agency and obtaining necessary clearance fron Directorate of Electricity as per direction of EIC. 68 Supply, fitting and fixing of drinking water system 69 Operation and maintenance of the entireCWPS incl. supply of consumables for a period of 36monthsalong with deputationoftrained staffs as required to run the pumping station.
Contract Date: Aug 18, 2025 Contract Value : ₹ 3.12 Crore
Local Bodies No of Bidders 4
West Bengal View Result →
47.
Drinking Water Supply and Sanitation #7607289 AOC
Tender for Rampura Nagar Panchayat Water Supply - Scheme Surveying, Soil Investigation, Design, Supply Of All Materials, Labour T P Etc. Required For Construction, Erection, Completion, Testing Commissioning Of Water Supply Works Such As Oht, Pump House, Staff Quarters Etc Complete - Construction of new R.C.C Over Head Tank (OHT) 2 Design & supply of all material T&P etc and construct RCC over head Tank of following capacity and staging with RCC staircase & 1m wide balcony, G.I pipes ralling consisting of 3 rows of 20mm dia G.I pipe and angle iron posts around balcony and at the dome periphery, M.S. ladder from balcony to top of tank and inside the tank, locking device, ventilator, lightening, conductor, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC column, fixing of digital level indicator, 25mm PCC 1:2:4 over 80mm PCC 1:4:8 in apron, 15mm semicircular drain around the tank, escape channel of 20m length, of box type enclosure at the entrance of the staircase having locking arrangements, two coats of apex paint and testing of tank for water tightness etc. and also including the cost of supply and fixing of all necessary pipes and valves etc all complete. as per approved design and drawing 3 Zone -2800KL/18M 4 Renovation of R.C.C Over Head Tank (OHT) 5 Dismantiling of OHT DemagedFlooring Scrappingofold Surface OHT leakage RepairingPressure GroutingCement and water Proofing Coumpond Chemicalinternal wall and bottom dome to making of water tightness oftank body Repairing of Railing of Stair and Balcony with 20mm GI Pipe including changing of old pipe and refixing new pipe with angle ironpost Supply and Fixing of MS Stair Gate with box in 1/2 flight primar and painting complete cover and steel mosqueteo mesh in ventilatorlightening conductor making proper earthing Supply and Fixing ofDigital Water Level IndicatorScafoldingfor repairing & Painting of OHT Shuttering centringflooring Painting two coats of approved paint Apex Ultima orOHT including supply of all materials, labour and T&P etc required for Proper completion of the work in External of whole OHT with writing Of Scheme Details in tank Body 65x65x6 angle MS Lader inside and outerside of tank bodyWith railingPaintingof inlet, outlet, overflow and washoutpipe with black japan paint and flow mark with white paint.sluice valve and chamberwith all material etc complete.,all work instructed by engineer in charge 6 Zone -1500KL/17M 7 Rising Main 8 Supply ofDI K-7/K-9 Pipes of follwing sizes (Dia in mm) / Thickness as IS 8329/2000 or its latest amendment with jointing materials, specials of sizes required during construction included jointing material upto site of work included loading unloading cartage insurance, etc all completed but exclusive of GST in various zone as per the drawing and approval to Engineer. 9 DI K-9 150mm Dia 10 Supply of following size ofSluice Valves/ Scour Valves,capable for working pressure of 10 kg/cm2 Fire hydrants & Air Valves as per relevent I.S.I or its latest amandement. Up to store Including loading, unloading & cartage, taxes duties insurance etc all complete. As per IS: 2906-1969. 11 D.I. D/F Sluice valve/ Scour valve 150 mm Dia 12 Cartage of following size (dia in mm.) of DI K-7/K-9 pipesand specials includingjointingmaterials from store to site of worklowering the same into excavated pipe line tenches true toaligment and gradidient and jointing the same including testing of pipe line including supply of all materials labaour T&P etc complete and as per direction of engineer incharge 13 D.I. K-9/ 150 mm 14 Carting of following size of Sluice Valves/ Scour Valves,from store to site of work and lowering them into the trenches, fixing in position and jointing them with Pipe line and testing etc including supply of jointing materialand also including supply of all material and construction of suitable P.C.C Support below fittings etc. complete. 15 D.I. D/F Sluice valve/ Scour valve /D.I. K-9/ 150 mm 16 Dismantling of following types of roads including sorting out of servicable matarials stacking and disposal of unservicable matarials with in a distance of 50 m. including supply of labour specials T&P etc. required for proper completion of work 17 Interlocking tile 18 C C Road 19 Bitumenous Road 20 Reinstatement of following type of road surfaces after laying of pipe line including sorting out of serviceable materials and disposal of unserviceable material Compaction with mechanical Vibrators as per specifications and tender document including supply of all materials labour T&P etc complete and as per direction of engineer incharge. 21 Interlocking tile 22 C C Road 23 Bitumenous Road 24 Excavation for pipe line trenches in ordinary soil use ofspecialT&P etc. with lift upto 1.5 m lead upto 50 mincluding filling back of excavated earth into trenches and watering ranmming dressing and removal of surpluas earth upto 50.m including supply of all materials labour T&P etc complete and as per direction of engineer incharge. 25 R.C.C. Thrust block with cement, core sand, and 20mm gauges stone ballast in propotion of 1: 1.5:3 in thrust block of pipe line including reinforcementand its bending the same with 0.08 mm thick binding wire in position and necessary shuttring including proper curing and supply of all materials, labour and T&P etc required for proper completion of work. 26 Thrust Block 27 Provision for Nala/ Culvert crossing including all materials, labour and T&P etc. complete. It includes supply of D.I. pipe of necessary size for encasing, cement concrete and Brickwork for pillars and any other job for proper completion of work. 28 For crossing ofnalla/culvert/road upto 3.5 m wide(Trenchless) 29 For crossing ofnalla/culvert/road upto 7.0 m wide(Trenchless) 30 Constuction of following type of chamber as per type design & drawing & as per diretion of engineer incharge including all supply of materials etc. 31 Sluice valve/Scour Valve chamber (Masonary type ) 32 Distribution System 33 Supply ofHDPE Pipes grade PE 100/ PN 6 of follwing sizes (Dia in mm) / Thickness as IS 4984/2016 or its latest amendment with electrofusion jointing materials, specials and fittings of sizes required during construction included jointing material upto site of work included loading unloading cartage insurance, etc all completed but exclusive of GST in various zone as per the drawing and approval to Engineer. 34 HDPE PIPE GRADE PE 100/ PN 6- 90 mm 35 HDPE PIPE GRADE PE 100/ PN 6- 110 mm 36 HDPE PIPE GRADE PE 100/ PN 6- 125 mm 37 HDPE PIPE GRADE PE 100/ PN 6- 140 mm 38 HDPE PIPE GRADE PE 100/ PN 6- 160 mm 39 D.I. K-7/ 200 mm 40 D.I. K-7/ 250 mm 41 D.I. K-7/ 300mm 42 Supply of following size ofSluice Valves/ Scour Valves,capable for working pressure of 10 kg/cm2 Fire hydrants & Air Valves as per relerelavent I.S.I or its latest amandement. Up to store Including loading, unloading & cartage, taxes duties insurance etc all complete. As per IS: 2906-1969. 43 Air Valve as per as I.S : 14845 44 25 mm dia 45 D.I. D/F Sluice valve/ Scour valve 46 80 mm dia. 47 100 mm dia. 48 125 mm dia. 49 150 mm dia. 50 200 mm dia. 51 250 mm dia. 52 Fire hydrant (80 mm dia.) 53 Dismantling of following types of roads including sorting out of servicable matarials stacking and disposal of unservicable matarials with in a distance of 50 m. including supply of labour specials T&P etc. required for proper completion of work 54 Interlocking tile 55 C.C Road 56 Bituminous Road 57 B.O.E Road 58 Excavation for pipe line trenches in Ordinary soil requiring use ofspecialT&P etc. with lift upto 1.5 m lead upto 50 mincluding filling back of excavated earth into trenches and watering ranmming dressing and removal of surpluas earth upto 50.m including supply of alllabour T&P etc complete and as per direction of engineer incharge. 59 Cartage fromstore to site of work for following size (dia in mm)HDPE pipes and Specials coupling, fittings, and lowering the same into trenches and laying true to alignment and gradiant including testing of pipe lines cuttings of pipes for making up the length and making joints with electrofusion couplers, bands, tees, endcap etc. with electrofusion machinery including all jointing materials, labour, T&P etc required for proper completion of work. (excluding cost of trenching) 60 HDPE PIPE GRADE PE 100/ PN 6- 90 mm 61 HDPE PIPE GRADE PE 100/ PN 6- 110 mm 62 HDPE PIPE GRADE PE 100/ PN 6- 125 mm 63 HDPE PIPE GRADE PE 100/ PN 6- 140 mm 64 HDPE PIPE GRADE PE 100/ PN 6- 160 mm 65 Cartage of DI K-7 pipes and specials of following size (dia in mm)from store to site of work, lowering them into trenches and laying true to alignment and gradiant including testing of pipe line but excluding cost of trenching including all supply of Labour T&P etc complete required for proper completion of work. 66 D.I. K-7/ 200 mm 67 D.I. K-7/ 250 mm 68 D.I. K-7/ 300mm 69 Carting of following size of Sluice Valves/ Scour Valves, Fire hydrants & Air Valves from store to site of work and lowering them into the trenches, fixing in position and jointing them with Pipe line and testing etc including supply of jointing materialand also including supply of all material and construction of suitable P.C.C Support below fittings etc. complete. 70 20 mm. dia Air Valve 71 D.I. D/F Sluice valve/ Scour valve 72 80 mm dia. 73 100 mm dia. 74 125 mm dia. 75 150 mm dia. 76 200 mm dia. 77 250 mm dia. 78 Fire hydrant (80 mm dia.) 79 R.C.C. Thrust block with cement, core sand, and 20mm gauges stone ballast in propotion of 1: 1.5:3 in thrust block of pipe line including reinforcementand its bending the same with 0.08 mm thick binding wire in position and necessary shuttring including proper curing and supply of all materials, labour and T&P etc required for proper completion of work. 80 Thrust Block 81 Reinstatement of following type of road surfaces after laying of pipe line including sorting out of serviceable materials and disposal of unserviceable material Compaction with mechanical Vibrators as per specifications and tender document including supply of all materials labour T&P etc complete and as per direction of engineer incharge. 82 Interlocking tile 83 C.C Road 84 Bitumenous Road 85 B.O.E Road 86 Constuction of following type of chamber as per type design & drawing & as per diretion of engineer incharge including all supply of materials etc. 87 Sluice valve chamber 88 Scour Valve Chamber 89 Air Valve chamber 90 fire hydrant chamber 91 Provision for Nala/Culvert/road crossing including all materials, labour and T&P etc. complete. It includes supply of D.I. pipe of necessary size for encasing, cement concrete and Brickwork for pillars and any other job for proper completion of work. 92 For crossing ofnalla/culvert/road upto 3.5 m wide(Trenchless) 93 For crossing ofnalla/culvert/road upto 7.0 m wide(Trenchless) 94 TOAL 95 Sifting of HOUSE CONNECTION 96 Shifting of house connection from extsting distribution line to new pipe line in followingdia,withsupply of H.D.P.E. Average 6.00 mtr includingelectrofusion specials, Brass ferrule, Electrofusion Saddle clamp,tee bend ,union ,brass tap etc. of suitable size, resting on cc platform below ground level T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge includingthe cost of baling out and subsequent backfilland repair of subsequent leakages of joints, fittings and specials during work. 97 In C.C. Roads 98 For 90 mm to 110mm dia 99 For 125 mm to 160 mm dia 100 For 200 mm to 250 mm dia 101 For 250 mm to 300mm dia 102 In Bitumenous Roads 103 For 90 mm to 110mm dia 104 For 125 mm to 160 mm dia 105 For 200 mm to 250 mm dia 106 For 250 mm to 300mm dia 107 In B.O.E. Roads 108 For 90 mm to 110mm dia 109 For 125 mm to 160 mm dia 110 For 200 mm to 250 mm dia 111 For 250 mm to 300mm dia 112 In C.C. Interlocking Tiles Roads 113 For 90 mm to 110mm dia 114 For 125 mm to 160 mm dia 115 For 200 mm to 250 mm dia 116 For 250 mm to 300mm dia 117 In KacCha Roads 118 For 90 mm to 110mm dia 119 For 125 mm to 160 mm dia 120 For 200 mm to 250 mm dia 121 For 250 mm to 300mm dia 122 New House Connection 123 Making new House Connectionwith Distribution main of following dia and type of road including Dismantling and Reinstatement of road . Supply, cartingof elecrofusion specials as Saddel ,Tee ,Bend,brass ferrule, Union,H.D.P.E. pipe , HDPE adeptor ,GI pipe for drain crossing and avobe GL,loweringtheminto trenches , fixing them with CC block and clampincluding bailing out of water necessary excavation for connection with brass Tap including all labour , T&P etc. required for proper completion of the work. 124 In C.C. Roads 125 For 90 mm to 110mm dia 126 For 125 mm to 160 mm dia 127 For 200 mm to 250 mm dia 128 For 250 mm to 300mm dia 129 In Bitumenous Roads 130 For 90 mm to 110mm dia 131 For 125 mm to 160 mm dia 132 For 200 mm to 250 mm dia 133 For 250 mm to 300mm dia 134 In B.O.E. Roads 135 For 90 mm to 110mm dia 136 For 125 mm to 160 mm dia 137 For 200 mm to 250 mm dia 138 For 250 mm to 300mm dia 139 In C.C. Interlocking Tiles Roads 140 For 90 mm to 110mm dia 141 For 125 mm to 160 mm dia 142 For 200 mm to 250 mm dia 143 For 250 mm to 300mm dia 144 In Kacha Roads 145 For 90 mm to 110 mm dia 146 For 125 mm to 160 mm dia 147 For 200 mm to 250 mm dia 148 For 250 mm to 300mm dia 149 MISCELLANEOUS WORK 150 Construction of Pump House Cum Chloroneb (3.0 M X 2.5 M X 3.0 M , 1.8M X 1.2 M X 3.0 M, 1.5 WIDE VARANDAH)as per approved drawing and design based on RCCsingle reamed pile foundation , foundation beam, D.P.C. ,Ist class brick work ,M.S. Angle iron chaukhat of 50mm x 50mm x 6mm size for doors and windows, lintels, sun, shades slab etc,t concrete floor andapron on all sides ,by pass chamber ,Painting and varnishing of new iron work with one coat priming and two coat of approved apex paint and varnish ,Finishing walls with waterproof cement paint of approved make and quality yover one priming coat on new work with two coats to give an even shade, Supply of all material labour T&p complete as per instruction of engineer in charge. 151 Zone-1(1 nos) zone-2(2 nos.) 152 Repairing of Pump HouseAs required including Ist class brick work ,M.S. Angle iron chaukhat of 50mm x 50mm x 6mm size for doors and windows, lintels, sun, shades slab etc,t concrete floor andapron on all sides ,bypasschamber,Painting and varnishing of new iron work with one coat priming and two coat of approved apex paint and varnish,Finishing walls with waterproof cement paint of approved make and qualityover o ne priming coat on old work with two coats to give an even shade,Supply 153 Master control scada room(5.0x4.5x4.0m) zone-2as per approved drawing and design based on RCCsingle reamed pile foundation , foundation beam, D.P.C. ,Ist class brick work ,M.S. Angle iron chaukhat of 50mm x 50mm x 6mm size for doors and windows, lintels, sun, shades slab etc,t concrete floor andapron on all sides ,by pass chamber ,Painting and varnishing of new iron work with one coat priming and two coat of approved apex paint and varnish ,Finishing walls with waterproof cement paint of approved make and quality yover one priming coat on new work with two coats to give an even shade, Supply of all material labour T&p complete as per instruction of engineer in charge 154 Construction of RCC Pillar for rebore tubewell( zone 1) 155 Construnction of a half set of (area 45 sqm) one no. single Room staff quarters for Operator staff, pump operator , chaukidaar, pump attendent and other as per approved drawing and design based on RCCsingle reamed pile foundation , foundation beam, D.P.C. ,Ist class brick work ,M.S. Angle iron chaukhat of 50mm x 50mm x 6mm size for doors and windows, lintels, sun, shades slab etc,concrete floor andapron on all sides ,by pass chamber ,Painting and varnishing of new iron work with one coat priming and two coat of approved apex paint and varnish ,Finishing walls with waterproof cement paint of approved make and quality yover one priming coat on new work with two coats to give an even shade, Supply of all material labour T&p complete as per instruction of engineer in charge 156 zone 2 new construction staff quarter 157 Construction of 1.8m high boundary wall on pile foundation as per approved design and drawingand as per specification given in bid document inluding painting with 2 coats of all waether apex paint over one coat primer painting primer coat including supply of all material labour T&P etc for propercompletion of works as per instruction of engineer in charge.zone 2 new construction boundary 158 Water Campus Zone 1 repairing 159 zone 2 new construction boundary 160 Painting work in Boundary Wall zone-1 161 Supply and fixing 3.60 M & 1.20 M wide MS Gate with pillars including fabrication and supply of steel and construnction ofboundary pillars etc complete.zone-2 162 Provide all materials, labour, T&P etc Required for proper completion of work and construct Interlovking Tiles approach road, laid dry and joints intact with coarse sand mortar including preparation of base etc 163 Water Campus Zone 1 164 Water Campus Zone 2 165 Construnction of Drain in Water works Campus30 x 30 cm including labour material and t&p all complete 166 Zone-1 167 Zone-2 168 Filling of earth of lower portion including carting of earth upto 10 km including ramming , levelling and dressing at water works campus. 169 Zone-1 and zone-2 170 E/M Work 171 TUBEWELL CONSTRUTION (SIZE 300MM X 200MM) - 4 Nos. TW 172 Resistivity Survey of Tubewell Site 173 Transportation of rig machine erection, dismantling and associated T&P Complete in all respect including required all material , labour etc. 174 DRILLING OF TUBEWELL BORE 175 Drilling of 625 mm. dia bore from G.L. to 70 M. BGL (70x4) 176 Drilling of 500 mm. dia bore from 70 BGL to 100 M. BGL (30x4) 177 Drilling of 500 mm. dia bore from 100 BGL to 125 M. BGL (25x4) 178 Logging of bore hole by electirc logger 179 TUBEWELLASSEMBLY-MSERWTubewellassemblywithall required parts like plain pipe, slotted pipe, MS rings, well cap, bail plugclamp,reducer,centralguide,supportstructureetc.as required and as per typed design complete in all respect. 180 300 mm. dia 7.1 mm thick MSERW Plain Pipe with MS ring & reducer (62x4) 181 200 mm.dia 7.1 mm thick M.S. Plain pipe & Slotted pipe with MS ring (50x4) 182 LoweringofTubewellassemblydulyweldedincludingwelding electrode 183 300 mm. dia 7.1mm thick MSERW Plain / Slotted Pipe (62x4) 184 200 mm. dia Plain/Slotted Pipe 63 M. BGLto 100 M. BGL (38x4) 185 200 mm. dia Plain/Slotted Pipe 101 M. BGLto 112 M. BGL (12x4) 186 Supply & Shruoding of Lal Kuan Pea Gravel 1.6 to 4.8 mm. size for Tubewell (36x4) 187 DEVELOPMENT OF TUBEWELL 188 Transportation, Erection, Dismantling of 250 P.S.I. Compressor. 189 Charges for Development by 250 P.S.I. Compressor per hour.(60x4) 190 Transportation, Erection, Dismantling of 2 Cusec O.P. Unit and yeild Test. 191 Charges for Development by 2 Cusec O.P. Unitper hour. (80x4) 192 ChemicalandBacteriological testofwatersampleform departmentel / NABL approved lab. 193 CLEAR WATER SUBMERSIBLE PUMPING PLANT FOR TUBEWELLS TO OHT ZONE - 1 ( 600 KL EXSISTING ) 194 MECHANICAL & ELECTRICAL WORKS 195 Supply,installation,testingandcommissioningofClearwater submersiblepump(IS9236)completewithelectricmotor(IS8034) capable to operate on 380/420 volts 3 phase 50 c/s A.C. Capable for giving 800 LPM, 75 Mtr Head, 25 HP for New & Rebore Tube well 196 Supply,installation,testing andcommissioningof Main Piping & Valves with 24Mtr. Column pipe, power wiring, earthing, painting, wiring of pump house(Internal&External) completeinallrespectwithallrequired material, T&P labour 100 mm Dia. size 197 Supply of 3 Mtr Long Heavy duty exta Coloum pipe 100 mm Dia. Size (6 No for each TW ) 198 Supply of Motor operated actuators forsluice valve suitable for SCADA operationwithlimitswitches,autodeclutchformanualoperationin emergencyetcasperrelevantISsuitablefor100mmdiasizesluice valve 199 Supply of D.I./ D.F. Dismantling Joints is a variable length Double Flanged ShortPiececonstitutedbya flange/ SpigotTailpieceinsertedintothe other Tailpiece which allows the distance between the two flanges to be variedwithincertainlimitsthusprovidingavariabledistancepiece betweentwofixedflangeenddeviceslikePumpsandValves.The Dismantling Joint to be supplied complete with Sealing Rubber Gaskets of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel (Zinc Coated) Nut Bolts of 100 mm dia size 200 ExtraSubmersibleflatcoppercondutorcable3Cx6sq.mmPVC Sheathed double run (2Rx25m = 50 mtr for each TW) 201 Supply& laying of L.T. XLPE insulatedarmouredaluminiumconductor cable of 1.1 KV grade Material :- H4- Grade aluminium conductor of purity>99.6%&asperIS:1554P-I/IS:7098P-(I),conductorshallhave electrolytic aluminium confirming to IS 8130, IS 3975-1999.From transformer to Main LT panel of 3.5C x 35 Sq.mm. 202 Pumping Plant Motor inspection, B&L and Challan fee 203 MOTOR CONTROL CENTER (MCC) PANEL :-Single front, Indoor & floor mounted,cubical type Panel factory fabricated (2 mm thick for sructure, 1.6mm thick for door,covers shrouds and Gland Plate-3 mm thick) CRCA sheet duly power coateddust and vermin proof IP-54 / IS:2147, considered Earth Bus-Bar-GI Strip compitable to SCADA operation with RS485 Port consisting of63 A, 50KA, TPN, MCCB microprocessor baseed(O/C,S/C) release - 1 No , Spreader Links & Extended ROH for - 1 No, 3 Phase Digital Multifunction Meter- 1 No, Digital Voltmeter 0-500V- 1 No, Digital Ammeter 0-400A-1Nos,CTFormeterResinCastCL-1400A/5A,15VA-3Nos,Phase indication light LED type 220V AC - 1 Set, Control MCB SP 6A ,10KA - 3 Nos, CT Shorting Terminal - 4 Nos, Neutral Link - 1 No. 204 Supply of Air Cooled Digital soft starter suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) including line contactors suitable for next standard higher KW rating, Over & Under load protection, short circuit & single phasing protection with frequency meter, Ammeter,Voltmeter,indicatinglamp6Nos, LED ON/OFF type and Start/StoppushbuttonandInstrumentFuses,suitabletoSCADAoperation with RS485 Port of rating capacity 25 HP / 18.50 KW 205 Supplyofmicroprocessorbasedthreephasesensingpowerfactor correctionrelaypanel,IEC/EN61000-6-(2&4)having3CTsensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted powerfactor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multiparameterlike KW, KVA, KVAR rating capacity of 20 KVAR 206 Supply of Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oilcooled).Thestabilizer shall functionsatisfactorily evenif incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttonsetc.Suitable capacity termination stripsandbusbars for incoming and out going cable should be provided. All three phases shall beindependentlymonitoredandcorrected(Operatingvoltage240V- 500V), 415 volt, 3Phase, 50Hz of40 KVAcapacity 207 Supply of Change over or by pass switch rating capacity 63 Amp 208 Supply of 2 Ton 4.5 mtr lift chain pully block 209 SupplyofAutophasereversalunit with inbuilttimedelay& enclosure (conforming to IEC:60947-1 & IEC:60947-b-1) 63 Amp rating 210 Supply of CE/UL Certified Surge protector for control panel 211 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material 50 Watt Flood light 212 SupplyofAutomatic/SCADAoperatedelectromegnaticchlorination dozzer system 213 INSTRUMENTATION WORK 214 Supply of CE/UL Certified pressure transmitter CE markd with following technical parametersand Interfacing with PLC panel including mounting arrangement.Output 4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDAccuracy - +/- 0.1 % of full scale or better Enclosure- IP 68 215 SupplyofCE/ULCertifiedFullBoreElectromagneticFlowMeterof approved make of following dia and specifications complete: Media: Water (Raw/Chlorinated) , Pressure :up to 1.0MPa, Process temp:-50degC, Flow/MeterTube:SS304, Electrode:SSAISI 316L /Hastelloy C276/Tantalum,LiningMaterial:HardRubber/ Neoprene/Poly-urethane(PU) , Flange : SS /CS, Flange Standard & Rating:ANSI150,Coilhousing:SSAISI304/CarbonSteel/DieCast Aluminium,with anticorrosive paint & provide completelysealed(leak proof)constructionasperrequirement‘ofIEC 60529, Accuracy : + 0.5% M.V.- velocity 0.3 to 10 m/s, Transmitter/ signa convertorEnclosure: Die CastAluminium,Power Supply : 80-240V AC - 5OHz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type: LCD/ LED Display,Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, cable, of100 mm dia size at delivery header 216 CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with intelligent GSM Based modem unit with CPU and Power Supply with analogandDigitalParameterandfeaturesasspecified tostoreand transmit data on GSM backbone, RTU designed with logic to tansfer data atmultiplestationsandalsocompatibleforsatellitecommunication alongwithcontrolpanelwithIP54Protection,Industrialgradeforall equipment and 24V and power supply for Tubewell 217 GSM/GPRS based wireless communication with 4G modem for RTU/PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer, antenna made for pumping plantwith SIM andrecharge for Tubewell 218 CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with intelligent GSM Based modem unit with CPU and Power Supply with analogandDigitalParameterandfeaturesasspecified tostoreand transmit data on GSM backbone, RTU designed with logic to tansfer data atmultiplestationsandalsocompatibleforsatellitecommunication alongwithcontrolpanelwithIP54Protection,Industrialgradeforall equipment and 24V and power supply for OHT due to out side Tubewell campus 219 GSM/GPRS based wireless communication with 4G modem for RTU/PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer, antenna made for pumping plantwith SIM andrecharge for OHT due to out side Tubewell campus 220 Supply of CE/UL cirtified of Radar type level transmitter CE marked with following technical parameters and Interfacing with PLC panel including mounting arrangement for OHTOutput-4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDRange- 0 to …30... mtrsAccuracy - +/- 0.25% of Full Scale or better Enclosure- IP 68 221 CE&ULCertified7 HMItouchscreensuitabletocommunicationwith PLC/RTU for local display & control of process parameters 222 CE/UL Certified Intelligent energy meters 223 SupplyofElectricallyMotoroperatedactuatorwithbracketfor sluice valve suitable for SCADA operation with limit switches, auto de clutch for manual operation in emergency etcas per relevant IS suitable for 300 mm dia size sluice valveat OHT outlet 224 Completecablingforinstrumentation/SCADAequipmentswithpower supply of panels form source for Tubewell & OHT 225 Security Survelliance IP Camera with all required accessories 226 Supply and Fixing of fire extinguisher of 5 Kg. capacity conforming to IS: 15683:2006 227 Rubber mats for electrical purpose as per IS:5425-1969, plain/chequered (1mX2m) - 19mm thickness 228 Tool set:-Spenners -2Nos, AdjustableWrinchset-2Nos,sizewrinchesof different sizes - 1 Set, Gigital Tong tester - 1 Nos, Digital Clamp meter - 1 No, megger 5Mva- 1 No, Hydraulic crimping tool 500 Sq mm size - 1 No, Sand PPM measuring kit - 1 No, Digital Screw Gauge 40mm size - 1 No, Inner & Outer pipe gauge set 500mm size - 1 Set, Filler gauges - 1 Set, Electronic battery operated water level / depth gauge with meter marking upto 400 mtr depth - 1 No 229 Installation,testing and comissioning of pumpingplant & associated all equipmentsas per approveddrawing shall be done by bidder including painting of pumping plant & main piping-valves. 230 Testing of Pumping Plant & Control Panel & valves etc at Manufacturer Works 231 CLEAR WATER SUBMERSIBLE PUMPING PLANT FOR TUBEWELLS TO OHT ZONE - 2 ( 800 KL NEW ) 232 Supply,installation,testingandcommissioningofClearwater submersiblepump(IS9236)completewithelectricmotor(IS8034) capable to operate on 380/420 volts 3 phase 50 c/s A.C. Capable for giving 800 LPM, 75 Mtr Head, 25 HP for New Tube well 233 Supply,installation,testingandcommissioningofClearwater submersiblepump(IS9236)completewithelectricmotor(IS8034) capable to operate on 380/420 volts 3 phase 50 c/s A.C. Capable for giving 600 LPM, 75 Mtr Head, 20 HP for Exsisting Tube well 234 Supply,installation,testing andcommissioningof Main Piping & Valves with 24Mtr. Column pipe, power wiring, earthing, painting, wiring of pump house(Internal&External) completeinallrespectwithallrequired material, T&P labour 100 mm Dia. size 235 Supply,installation,testing andcommissioningof Main Piping & Valves with 24Mtr. Column pipe, power wiring, earthing, painting, wiring of pump house(Internal&External) completeinallrespectwithallrequired material, T&P labour 80 mm Dia. size 236 Supply of 3 Mtr Long Heavy duty exta Coloum pipe 100 mm Dia. Size (6 No for each TW ) 237 Supply of 3 Mtr Long Heavy duty exta Coloum pipe 80 mm Dia. Size (6 No for each TW ) 238 Supply of Motor operated actuators forsluice valve suitable for SCADA operationwithlimitswitches,autodeclutchformanualoperationin emergencyetcasperrelevantISsuitablefor100mmdiasizesluice valve 239 Supply of Motor operated actuators forsluice valve suitable for SCADA operationwithlimitswitches,autodeclutchformanualoperationin emergency etcas per relevant IS suitable for 80 mm dia size sluice valve 240 Supply of D.I./ D.F. Dismantling Joints is a variable length Double Flanged ShortPiececonstitutedbya flange/ SpigotTailpieceinsertedintothe other Tailpiece which allows the distance between the two flanges to be variedwithincertainlimitsthusprovidingavariabledistancepiece betweentwofixedflangeenddeviceslikePumpsandValves.The Dismantling Joint to be supplied complete with Sealing Rubber Gaskets of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel (Zinc Coated) Nut Bolts of 100 mm dia size 241 Supply of D.I./ D.F. Dismantling Joints is a variable length Double Flanged ShortPiececonstitutedbya flange/ SpigotTailpieceinsertedintothe other Tailpiece which allows the distance between the two flanges to be variedwithincertainlimitsthusprovidingavariabledistancepiece betweentwofixedflangeenddeviceslikePumpsandValves.The Dismantling Joint to be supplied complete with Sealing Rubber Gaskets of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel (Zinc Coated) Nut Bolts of 80 mm dia size 242 ExtraSubmersibleflatcoppercondutorcable3Cx6sq.mmPVC Sheathed double run (2Rx25m = 50 mtr for each TW) 243 Supply& laying of L.T. XLPE insulatedarmouredaluminiumconductor cable of 1.1 KV grade Material :- H4- Grade aluminium conductor of purity>99.6%&asperIS:1554P-I/IS:7098P-(I),conductorshallhave electrolytic aluminium confirming to IS 8130, IS 3975-1999.From transformer to Main LT panel of 3.5C x 35 Sq.mm. 244 Pumping Plant Motor inspection, B&L and Challan fee 245 MOTOR CONTROL CENTER (MCC) PANEL :-Single front, Indoor & floor mounted,cubical type Panel factory fabricated (2 mm thick for sructure, 1.6mm thick for door,covers shrouds and Gland Plate-3 mm thick) CRCA sheet duly power coateddust and vermin proof IP-54 / IS:2147, considered Earth Bus-Bar-GI Strip compitable to SCADA operation with RS485 Port consisting of63 A, 50KA, TPN, MCCB microprocessor baseed(O/C,S/C) release - 1 No , Spreader Links & Extended ROH for - 1 No, 3 Phase Digital Multifunction Meter- 1 No, Digital Voltmeter 0-500V- 1 No, Digital Ammeter 0-400A-1Nos,CTFormeterResinCastCL-1400A/5A,15VA-3Nos,Phase indication light LED type 220V AC - 1 Set, Control MCB SP 6A ,10KA - 3 Nos, CT Shorting Terminal - 4 Nos, Neutral Link - 1 No. 246 Supply of Air Cooled Digital soft starter suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) including line contactors suitable for next standard higher KW rating, Over & Under load protection, short circuit & single phasing protection with frequency meter, Ammeter,Voltmeter,indicatinglamp6Nos, LED ON/OFF type and Start/StoppushbuttonandInstrumentFuses,suitabletoSCADAoperation with RS485 Port of rating capacity 25 HP / 18.50 KW 247 Supplyofmicroprocessorbasedthreephasesensingpowerfactor correctionrelaypanel,IEC/EN61000-6-(2&4)having3CTsensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted powerfactor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multiparameterlike KW, KVA, KVAR rating capacity of 20 KVAR 248 Supply of Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oilcooled).Thestabilizer shall functionsatisfactorily evenif incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttonsetc.Suitable capacity termination stripsandbusbars for incoming and out going cable should be provided. All three phases shall beindependentlymonitoredandcorrected(Operatingvoltage240V- 500V), 415 volt, 3Phase, 50Hz of following capacity 249 Servo Controlled Automatic Voltage stabilizer of 40 KVA 250 Servo Controlled Automatic Voltage stabilizer of 30 KVA 251 Supply of Change over or by pass switch rating capacity 63 Amp 252 Supply of 2 Ton 4.5 mtr lift chain pully block 253 SupplyofAutophasereversalunit with inbuilttimedelay& enclosure (conforming to IEC:60947-1 & IEC:60947-b-1) 63 Amp rating 254 Supply of CE/UL Certified Surge protector for control panel 255 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material 50 Watt Flood light 256 SupplyofAutomatic/SCADAoperatedelectromegnaticchlorination dozzer system 257 INSTRUMENTATION WORK 258 Supply of CE/UL Certified pressure transmitter CE markd with following technical parametersand Interfacing with PLC panel including mounting arrangement.Output 4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDAccuracy - +/- 0.1 % of full scale or better Enclosure- IP 68 259 SupplyofCE/ULCertifiedFullBoreElectromagneticFlowMeterof approved make of following dia and specifications complete: Media: Water (Raw/Chlorinated) , Pressure :up to 1.0MPa, Process temp:-50degC, Flow/MeterTube:SS304, Electrode:SSAISI 316L /Hastelloy C276/Tantalum,LiningMaterial:HardRubber/ Neoprene/Poly-urethane(PU) , Flange : SS /CS, Flange Standard & Rating:ANSI150,Coilhousing:SSAISI304/CarbonSteel/DieCast Aluminium,with anticorrosive paint & provide completelysealed(leak proof)constructionasperrequirement‘ofIEC 60529, Accuracy : + 0.5% M.V.- velocity 0.3 to 10 m/s, Transmitter/ signa convertorEnclosure: Die CastAluminium,Power Supply : 80-240V AC - 5OHz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type: LCD/ LED Display,Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/convertor, including Surge Arrester, cable,of following size. 260 Flow meter of 100 mm dia size at outlet 261 Flow meter of 80 mm dia size at outlet 262 CE & UL Certified PLC/ RTU in IP 54 enclosure suitable to communicate with intelligent GSM Based modem unit with CPU and Power Supply with analogandDigitalParameterandfeaturesasspecified tostoreand transmit data on GSM backbone, RTU designed with logic to tansfer data atmultiplestationsandalsocompatibleforsatellitecommunication alongwithcontrolpanelwithIP54Protection,Industrialgradeforall equipment and 24V and power supply for Tubewell & OHT 263 GSM/GPRS based wireless communication with 4G modem for RTU/PLC Capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer, antenna made for pumping plantwith SIM andrecharge 264 Supply of CE/UL cirtified of Radar type level transmitter CE marked with following technical parameters and Interfacing with PLC panel including mounting arrangementfor OHTOutput-4-20 mA / HART Power supply - 24V DC ext. Display - 4 LEDRange- 0 to …30... mtrsAccuracy - +/- 0.25% of Full Scale or better Enclosure- IP 68 265 CE&ULCertified7 HMItouchscreensuitabletocommunicationwith PLC/RTU for local display & control of process parameters 266 CE/UL Certified Intelligent energy meters 267 SupplyofElectricallyMotoroperatedactuatorwithbracketfor sluice valve suitable for SCADA operation with limit switches, auto de clutch for manual operation in emergency etcas per relevant IS suitable for 300 mm dia size sluice valveat OHT outlet 268 Completecablingforinstrumentation/SCADAequipmentswithpower supply of panels form source for Tubewell & OHT 269 Security Survelliance IP Camera with all required accessories 270 Supply and Fixing of fire extinguisher of 5 Kg. capacity conforming to IS: 15683:2006 271 Rubber mats for electrical purpose as per IS:5425-1969, plain/chequered (1mX2m) - 19mm thickness 272 Installation,testing and comissioning of pumpingplant & associated all equipmentsas per approveddrawing shall be done by bidder including painting of pumping plant & main piping-valves. 273 Testing of Pumping Plant & Control Panel & valves etc at Manufacturer Works 274 MASTER CONTROL STATION (MCS) 275 CE/UL&BISCertifiedindustrialgradeLEDMONITOR withlatest configuration as per specification 65 276 Video call media player of same OEM 277 Core i7 10th gen Desktop with 8 gb ram and 1 TB SSD 278 CE/UL Certified 3 KVA UPS with Batteries required for mentioned work wih 01 hrs backup 279 Full Development version of TAGS SCADA software with costomization ofsoftwareforMCSforunlimiteddigitalandanalogInput/output features as per requirements 280 CE/UL certified master control room PLC with redundant CPU & power supply at MCS in IP-54 enclosure as per site requirement and specification required to complete in all respect 281 CE/UL certified Field gateway agent for transfering data for MCS/control room 282 GSM/GPRSbased wireless/Broadband/equivelent communication system for PLC Capable to transfer and receive data & gather data from remotesitestocontrolstationsallaccessoriesincludedwithsignal enhancer, antenna along with running expences till 1 year 283 CE/UL certified Firewall for network protection 284 Surge protector for Ethernet communication protection 285 CE/UL Certified industrial grade Ethernet switch 286 Mobileappfacilitysystemarchitecture(industriesinternetbased& viewed through mobile apps for increasedblocal & remote visibility) 287 Canon/HP or equivalent Laser Printer 1018 or equivalent. 288 Hp or equivalent multifunctioning Laser Printer with scanner 289 BEE : 5 Star rating 1.5 Ton capacity air conditioner with voltage satbilizer 290 Office furniture ( office table - 2 No, revolving chair- 2No, Office chair-3 No, Godrej almirah - 1No) 291 Security Survelliance IP Camera with recorder 292 Supply and Fixing of fire extinguisher of 5 Kg. capacity conforming to IS: 15683:2006 293 Installation, Commissioning and testing of all above equipments for MCSwith all power cables 294 TRAIL & RUN FOR 3 MONTHS WITHOUT ELECTRICITY
Contract Date: Jul 16, 2025 Contract Value : ₹ 12.00 Crore
Government Departments No of Bidders 7
Uttar Pradesh View Result →
48.
Drinking Water Supply and Sanitation #7368565 AOC
Tender For Augmentation Of Uwss Alwar Under Budget Announcement Augmentation Of Uwss Alwar Under Budget Announcement For The Work Of P, L, J And T Of Pipeline, Construction And Commissioning Of Tw, Rcc Reservoirs, Civil Works Pumping Machinery With Emi Including 05 Year Om After 1 Year Of Defect Liability Period - Work ofP/L/J & T of Pipe line, Const. of Tube well, RCC Reservoirs, Civil works, Pumping machinery with EMIetc including 5 years O&M after 1 year defect liability period for Augmentation of UWSS Alwar, Distt. Alwar Sl. No. Item Description 1 Providing,lowering,layingintrenches,aligning,fixinginposition and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas perIS:8329-2000(amended upto date), with internal cement mortarliningsuitableforpotable waterwithrubberring(EPDM) jointsasperIS:5382-1985includingalltaxes(Centralandlocal), transportationandfreightcharges,inspection charges,loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioningetc.completeaspertechnicalspecificationsand direction of Engineer-in-charge. (excluding earth work)Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 250 mm 6 300 mm 7 350 mm 8 400 mm 9 450 mm 10 500 mm 11 Providing,lowering,laying,aligning,fixinginposition andjointing atalllevel/depthsDIstandardspecialswithrubberring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material, labour,taxes,testing andcommissioning alongwithpipelineas pertechnical specificationsand direction ofEngineer-in-charge (excluding earth work). 12 All End Socketed 13 Up to 300 mm Diameter 14 Above 300mm and up to 600 mm diameter 15 All End Flanged 16 Up to 300 mm Diameter 17 Above 300mm and up to 600 mm diameter 18 Providing, lowering, laying and jointing in trenches,standard lengths HDPE ISImarkedPipesasperIS-4984:1995(amended up todate) withnecessaryjointingmateriallikemechanical connectors,i.e.thread/insertjoint/quickreleasecouplerjoint/ compression fitting joint or flanged jointand specialsjointing pipe by electrofusionweldingmethod,includingalltaxes, transportationandfreightcharges,inspection charges,loading/ unloadingcharges,stackingofpipes,includingcostoflabourand material,specials(Tee,bendetc.),satisfactoryhydraulictesting, disinfection,commissioningetc.completeaspertechnical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 19 HDPE PE-80PN-6 20 90 mm dia 21 90 mm dia 22 110 mm dia 23 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, insidelining,outsidecoating,testing and commissioningalong with pipe line as per technical specificationsand directionof Engineer-in-charge. 24 MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) 25 Constructionoftubewellaftercompletionofdrillingbyrotary/percussion method&upto100mtr.depth inalltypeofrocksbyDTHsystem asper IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technicalspecifications.Thework shallbedeemedcompletedonlyafter obtainingsandfreewater.Theborewellshouldhaveathroughoutnominalsize bore beyond casing pipe. 26 Nominal bore 200 mm dia. 27 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 28 Constructionoftubewellfromgroundlevelandupto100mtrdepthand abovetoaccommodatehousingassemblypipeinalltypeofunconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended uptodate)andtechnicalspecifications.Theworkwillincludeloweringof housing andstrainerpipeassemblyandcasingshoeincludingcostofcasing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. 29 Nominal bore 200 mm dia. 30 Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 31 Supply of ERWM.S. black casing pipe ISI marked (IS: 4270/2001) or amendedup to dateoffollowing sizes 32 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 33 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 34 200 mm dia nominal bore of 5.4mm thickness 35 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casingpipeforsubmersiblecableexternalwork40mmdiacompleteinallrespect. 36 Supply&Installationof3phaseISImarkedsubmersiblemotorpumpsetof three star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283- 2013(motor)orasamendeduptodateofapprovedmakeoffollowing duty conditionwithrequiredaccessoriesincludingmakingconnectionsuitablefor tubewell/DCB.Thejobincludesloweringof motorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. 37 11 KW (15 HP) & head above 120 mtr. 38 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lightingarrangementetc.completesuitableforthreephasepumpset.The panelshouldhavespaceforenergymeter(suppliedbyDISCOM). Allthese equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel shouldbe of minimumsize900 x600 x450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meterreading.Theoperationofpanelshouldbesuitableforon440VoltAC Supply. 39 Above 15 HP and up to 20 HP 40 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 41 3 core 4.0 Sq.mm 42 3 core 6.0 Sq.mm 43 Supply&FixingXLPEinsulated/P.V.C.sheathedcableof1.1KVgradewith aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground asperIS:1255includingexcavationof30cmx75cmsizetrench,25cmthick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 44 16.0 Sq.mm, 4 core 45 Plate Earthingas per IS:3043 with G.I. Earth plate ofsize 600mmx 600mmx 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete withalternatelayersofsaltandcoke/charcoal,testingofearthresistanceas required. 46 Supply & Fixingtube well coverofMS sheet 8mmthick attop &5mmthick 100mmwideshroudaroundtheedgesoastoformacaponthe topend of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre ofMS sheet. A25 mmsocket with end plug shall also be welded over top plate. A GI nipple having outside thread ofsize 1/2 (for installation pressure gauge) shall be provided &welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 47 200 mm dia 48 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), SteeltubeasperIS:1239oramendeduptodateandzinccoatingasperIS 4736,threadedanddoubleflanged(welded)onbothendsandtwonumber 25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. 49 65 mm dia 50 Providing,installing,testingandcommissioningofdoubleflangedbulkflow meterwithremovablemechanism,ofclassBconformingtoISO4064/1or amendeduptodateofapprovedmakeincludingcostofallmaterialand labouras per specifications with GI Box (sheet 16 SWG) suitable with lockingarrangement of following dia. 51 80 mm dia 52 Providing&Fixingofdoubleflanged,CIbody,ISImarkedNRVofapprovedmake of following sizes 53 80 mm dia 54 Supplying&Installing100mmdiametersealeddiaphragmbourdontype pressuregaugeofrange0to10kg. includingalljointingmaterialasperspecification with safety cover. 55 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MSclamps at every 3mtr, jointing materialssuch asnuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 56 80 mm 57 ProvidingandfixingdoubleflangedISImarkedDI ClassK-9pipesasperIS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such asduckfootbend,bend,teeetc.providingandfixingclampsatevery3mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up toandfromvalvechamberasperdirectionofEIC,TechnicalSpecificationandScopeof work. 58 200 mm 59 450 mm 60 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soilas requiredin layers not exceeding 20cm indepth including consolidatingeachdepositedlayerbyramming,wateringetc.anddisposalof surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 61 Dismantlingofcementconcretepavementforpipeline andchambersby mechanicalmeansusingpneumatictools,cuttingtheperipheraledgebyCC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurementfordismantledtrenchtobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 62 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1Cement:3coarsesand:6gradedstoneaggregate40mmnominalsize)in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified intenderdocument andno extrapayment shallbe made be madefortrench widthmorethanspecified, completeworkaspertechnicalspecificationand scope of work. 63 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 64 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 65 Providing, installation, testing and commissioning of submersible dewatering pump setconforming torelevant IScodesandasperscope of work and Technical Specifications, with water proof winding. Pump shall be suitableforvariousdeliveryheadanddischargewithstainlesssteelshaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as per specification,scopeofworkanddirectionofEngineerinChargeof followingpowerrating,suitableforprescribeddutyconditions mentioned in TD. 66 2.2 KW (3.0 HP) 67 Providingandfixing atsitewithnecessarypacking, HorizontalCentrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casingandcasingring,SS316impeller,SS410Shaftandshaftsleeve, couplingguard,commonbaseplate,foundationbolts,Cementconcrete foundation etc. complete with all respect as per the specification and scope ofworkanddirectionofEngineerinChargeoffollowingrangeofduty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. 68 Discharge 91 to 100 LPS and head 20 to 30 M 69 Discharge 91 to 100 LPS and head 31 to 40 M 70 Discharge 121 to 140 LPS and head 41 to 50 M 71 Discharge 141 to 160 LPS and head 31 to 40 M 72 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 73 80 mm HW 74 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type NonReturnValves(NRV) ofapprovedmakeoffollowingPressurerating& dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of followingspecifications:Body,Cover&discofGreycastironofIS:210/FG200. FacetofacedimensionsasperIS5312(part-1):2004,FlangesDrilledasper IS:1538.Epoxy (Non-Toxic&suitablefordrinkingwater)appliedonbody,cover anddiscinsideandoutside.BodyseatringofSS/CSDoorfacering-EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-BoltasperIS:1363andIS:1367(galvanisedsteel),Insertion rubber of black EPDM 6mm thick. Suitable support structureas perdirections of EIC including jointing & jointing material, labour, testing and commissioning along withpipelineasperTechnicalSpecification&asperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 75 Class PN 1.0 76 250 mm dia 77 500 mm dia 78 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron asperIS:210-FG200,Float-StainlessSteelAISI304/IS:3444, FloatGuide- HBT1.HPOrifice- HTB2/SS,Bodyseatring-Leadedtinbronze/SS.Sealringand face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour,testingandcommissioningasperTechnicalSpecificationsandasper direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 79 80 mm 80 Providing,lowering,aligning,fixinginpositioninpipelineatworksite,DID/F Resilientseated(softseated)SluiceValves(GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & diacompleteconfirmingtoBS-EN-1171/AWWAC-509andoffollowing specifications:Body & bonnet ofDuctile castiron ofgrade GGG40/GGG50as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2 1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to facedimensionsasperBS5163-89/IS14846/2000(amendeduptodate)/Din 3202F4,Stem/spindleofSSAISI316/410Electrostaticepoxypowder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thicknessof250micronsinsideandoutside,DrilledasperIS1538.Nut-Bolt confirmingtoIS:1363andIS:1367 (Galvanisedsteel)Insertionrubberofblack EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves includingall jointing& jointingmaterial, labour,testingandcommissioningalong withpipelineasperTechnicalSpecificationsandasperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 81 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 82 150 mm dia 83 200 mm dia 84 250 mm dia 85 350 mm dia 86 450 mm dia 87 500 mm dia 88 MotorizedSluiceValveswithElectricActuatorandintegralstarter ofClassPN1.0 89 300 mm dia 90 450 mm dia 91 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approvedmakeoffollowingclass&diacompleteconfirmingtoBSEN593/BS 5155/IS13095/1991amended up todateandoffollowingspecifications:Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12asperIS 1865or equivalentgrade asper IS :3896-part2-1985 and subsequentrevisions,FacetofacedimensionsasperDIN3202F4/IS13095 DrilledasperIS:1538.ElectrostaticEpoxyPowder(EP-P)/FusionBondedEpoxy (Non-Toxic&suitablefordrinkingwater)coatedwithminimumthicknessof250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene(foodgradequality)anddiscsealretainingringofSS/CS.ShaftofSS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR O ring seal,Nut-BoltconfirmingtoIS:1363andIS:1367(Galvanisedsteel)Insertion rubber of black EPDM 6mm thick. Suitable support structureas perdirections of EIC including jointing & jointing material, labour, testing and commissioning along withpipelineasperTechnicalSpecification&asperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 92 Class PN 1.0, Motorised Operated 93 250 mm dia 94 300 mm dia 95 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 96 250 mm dia. 97 300 mm dia. 98 ConstructionofPumphouseofbrick/stonemasonryofrequiredsize suitableforinstallationofmaximum4no.Monoblockpumpsetsasper approved GA drawing, scope of work and technical specification complete workinallrespectincludingelectricalworksforlightingandfans,rain water drainage. The plinth area of pump house shall be area of measurement. 99 Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing,scopeofworkandtechnicalspecificationscompleteworkinall respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC,600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4.Superstructurework:StonemasonryinCM:1:6,W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5.CementmortarpointingonStone masonryandcementmortarplaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7.OntopofwallthereshallbeCCCoping75mmthick(1:2:4)shallbe provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 100 Providingandfixingsteel,gate,gratingandgrillsmadeofangles,tees, square bars,flatsorblackpipe with holdfast andfitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 101 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications andstandard drawings and as per direction of Engineer-in-Charge. 102 Sluice valve chamber of size 1.39m x1.43m x2.245mfor pipe size-from 350-to-450mm 103 Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm 104 SITCofUltrasonicFlowMeterofapprovedmakeoffollowingdiasized pipelines and specifications complete:Media : Water (Raw/Clear ) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow velocity range:-10 m/sto+10m/s(bidirectional), Powersupply-80to240v/AC,50 Hz.,Output 1 : 4-20 mA, Communication Output : RS 485, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Acoustic path: single/ dual, Accuracy :± 1% of M.V (max.) for size 50-300mm and ± 2% of M.V (max.) for size 350- 2000mm(singlepath), TransmitterEnclosure:CastAluminium, Sensor cable: encapsulated, Sensor mounting method: V / Z type, Protection type: IP 67, including all materials required for Ultrasonic Flow Meter complete in all respect as per technical specification and as per direction of Engineer In-Charge. 105 UFM 200mm -600 mm (INSERTION TYPE) 106 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 107 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 108 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 109 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. 110 Cold twisted deformed bars (IS : 1786). 111 Providing and laying PVC/XLPE insulated and PVC sheathed unarmoured /Armoured copper cable of 1.1KV grade as per PWD specification for electrical works in existing RCC/Hume/Stoneware/PVC pipe /open duct/ cable trench with filling of exvated earth in trench,on existing cable trays or on surface etc.including making necessary connection testing etc as required of size and as per point (a),(b),(c) mentioned below-(a) Copper conductor of electrlytic grade copper,purity>99.97% ISI marked as per IS:1554 P-1/IS:7093 P-1 (b) conductor shall made of copper rods confirming to IS:613-1964,IS 10810 9Part 0-64) for testing procedures (c) OEM must have ISO 9001 & 14001 certifications & its own in huse NABL lab setup for all testing facilities for cables.Appropriate type test certificate/OEM test report shall be submitted. All above as per approved by Engineer-in-charge.For additional technical parameters of product/work,refer. Annexure A attached with this BSR. 112 25.0 sq mm 4 core 113 35.0 sq mm 4 core 114 50.0 sq mm 4 core 115 70.0 sq mm 4 core 116 SITC of soft Starters with panel supplied by manufacture confirming to applicable standards with logic,inputs & outputs ,relay outputs and analogue outputs plug in I/O connections,display of electrical parameters,state of load and operating time ,RS 485 serial link for connections to Modbus. 117 For siliserh PH90 KW 118 For Ladiya PH Fixed at Kala kua Head works- 75KW 119 For Manu marg PH Fixed at Kala kua Head works-75KW 120 For Manu marg PH Fixed at Malviya nagar Head works-90 KW 121 Electrically operated hoist(EOH) single bridge girder carrying two wheels with chain pulley block,load chain,hand chain,encased gears,trolley track,wheels,axle and shaft,swivel type lifting hook for 5 MT capacity,6 mtr.lift and 9 mtr span 122 Design,Manufacture,Supply,Installation, Testing and Commissioning of indor type PLC Panel of size approx 1000 mm*600 mm*2000 mm (LBH), Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration ,necessary programming software for PLC and SCADA and comprising of all accessories not limited to thefollowing programmable logic controller (PLC) with dual Hot redundant CPU,power supply,Communication module,IO & Processor rack (standard DC),Back up internate /Expension module,Rack(Backplane) 10 slots for IO and processor SCADA software shall have facility VPN,OPC, smart client,web Enabled,Automation Report Generation,Archiving,Treands,Data logging etc. 123 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal ofexcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed:All kinds of soil 124 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 125 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 126 Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. 127 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 128 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: 129 Cement Mortar 1:3 ( 1-Cement : 3-Sand). 130 Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 131 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 132 75mmthickwith20mmthicknominalsizeaggregate. 133 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 134 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 135 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 136 Brick masonry with F.P.S. bricks of class designation 75 in superstructure aboveplinth level upto floor fifth level in all shape and sizes in 137 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 138 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :25 mm thick 139 Supplying and filling in plinth with river sand under floors watering ramming,consolidating and dressing complete including cost of sand. 140 Random rubble dry stone Kharanja under floor. 141 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.Size 600mm*600mm 142 Providing and fixing Ist quality MAT finished ceramic tiles size 300*300mm conforming to IS : 13755 and IS:15622 colour such as white, gray,ivory,fume red brown,light green,light blue and other light shades in floors,steps,pillars etc.laid on abed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed) 143 Providing& fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sal wood grade-1 144 Providing and fixing fully panelled/partly panelled/double leaf shutter frame for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - A and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 30mm thick Nigeria wood grade-1 145 Providing and fixing fully panelled/partly panelled/double leaf shutter frame for window and ventilators as per approved design and drawings with approved steel fittings as per Annexure - A and width of styles,bottom & top rails of 75mm including intermediate rails 50mm wide,beading of 25mm*15mm size on both faces : 30mm thick Nigeria wood grade-1 146 Providing and fixing wood panelling or panelling and glazing in panelled and glazed shutters for doors,windows and clerestory windows ( Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25mm to 40mm thick. Nigeria wood grade 1 147 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 148 120cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm. angle iron provided with 4 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. 149 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 150 Colour washing of all shades to give an even shade including all scaffolding : 151 New work (two or more coats) with a base coat of white washing with lime. 152 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: 153 Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. 154 Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including preparation of base with sand papering,primer,putty etc complete in all respect including scaffolding and safety provision : . 155 New work 156 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 157 Applying primming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 158 White washing with lime to give an even shade including all scaffolding. New work ( Three or more coats) 159 Exterior work-Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding. New work (two or more coats applied @3.84kg/10sqm) 160 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 161 P & F European type white glazed vitreous china Ist quality Double symphonic W.C. (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor. 162 P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete.Flat back small size 456*355*265mm 163 P & F W.V.C. Urinal Partition plate of approved standard make of size 630x315 mm including making good the wall. 164 P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.For 2 urinal 165 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make PVC waste pipe with pvc nut 32mm complete including cutting & making good the wall :Size 450*300mm 166 P & F kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up to floor level complete including cutting and making good the wall & floor : 167 WVC Lab Sink (IS:2556 Mark) size 450x300x150 mm. 168 P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :Exposed on wall A class 15 mm dia.nominal bore 169 P & F Pillar Cocks (IS:8931-1993 Mark) of superior quality and approved make : CP pillar cock 15mm dia nominal bore 170 P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 1000 litres capacity 171 Construction of soakage well in all type of soil 300 mm thick dry masonry top and bottom 300 mm course in CM 1:6, 80 mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring, earth work complete as per approved drawing including disposal of earth within a lead of 50 mtr. :Size 300cm dia outside and 300cm depth 172 C.P. brass towel rail elbow type with concealed screws size 450mm (heavy duty) 173 P&F G.I. Piped (External work) wiyh G.I. fittings excludings union (IS:1239 mark) including trenching and refilling ear th etc.15 mm dia nominal bore A class 174 P&F Soap dish or tray of approved quality/ make. C.P. brass heavy duty and superior quality 175 P&F Jet spray for water closet with C.P. copper tube flange of approved make 176 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR 177 Medium point (up to 6 mtr.) 178 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR 179 On board 180 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 181 20mm 182 P & F 1.2 mm thickG. I. / M .S. Sheet boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required.For additional technical parameters of product / work refer Annexure A attached with this BSR1.2 MM thick MS sheet boxes 183 75mm x 75mm x 60mm 184 100mm x 100mm x 60mm 185 150mm x 75mm x 60mm 186 P & Fixing Powder coatedCRCA sheet enclosures on existing angle iron frame by means of nuts and bolts and makingholes , Din rail etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR 187 1.0 mm thick 188 1.6 mm thick 189 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 190 1*1.5 sq.mm 191 1*2.5 sq.mm 192 1*4 sq.mm 193 P & F ISI marked (IS:3854) 6 amp. flush type non modular switchwith CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 194 P & F ISI marked (IS :3854) 16 amp. flush type non modular switch CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 195 Providing & Fixing of 6 amp. Combined flush typenon modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 196 Providing & Fixing of16 amp. Combined flush typenon modular socket and switch set with indicator and fuse set as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 197 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 198 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 199 1400 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 200 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50mtr.and lift upto 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 201 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 202 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 203 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 204 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 205 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 206 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 207 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 208 Size 9 to 12 mm 209 Size 3 to 5 mm 210 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 211 Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters Comprehensive Operation, Maintenance and Repairs Including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables. Spare Parts (if the spare parts supplied to PHED are used in emergency) as per Scope of Work & terms & conditions of contract. No charges charges for material and equipments will be paid for 1styear of O&M being defect liability period. The contractor should quote rate for DLP accordingly 212 For the 1st year of O&M 213 For the 2nd year of O&M 214 For the 3rd year of O&M 215 For the 4th year of O&M 216 For the 5th year of O&M 217 Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - 218 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 219 f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 220 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. 221 2000 KL capacity
Contract Date: May 20, 2025 Contract Value : ₹ 17.97 Crore
Government Departments No of Bidders 1
Rajasthan View Result →
49.
Housing Urban and Rular Development #7310921 AOC
Tender For Modernization Work Of Veer Bahadur Singh Planetarium, Gorakhpur. (Part A And C) - EARTH WORK 2 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (D.S.R. No-2.8.1/2023) 3 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (D.S.R. No-2.25/2023) 4 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement (AR) (lead upto 10km) (Morth Based) 5 CONCRETE WORK 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (D.S.R. No-4.1/2023) 7 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (D.S.R. No-4.1.8/2023) 8 REINFORCED CONCRETE WORK 9 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (D.S.R. No-5.1/2023) 10 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (D.S.R. No-5.1.2/2023) 11 Centering and shuttering including strutting, propping etc. and removal of form for all heights :(D.S.R. No-5.9/2023) 12 Foundations, footings, bases of columns, etc. for mass concrete (D.S.R. No-5.9.1/2023) 13 Lintels, beams, plinth beams, girders, bressumers and cantilevers (D.S.R. No-5.9.5/2023) 14 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (D.S.R. No-5.22/2023) 15 Thermo-Mechanically Treated bars of grade Fe-500D or more (D.S.R. No-5.22.6/2023) 16 Brick work with common burnt Clay F.P.S (non modular ) brick of class designation 7.5 in foundation and plinth in: (D.S.R. No-6.1/2023) 17 Cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R. No-6.1.1/2023) 18 MILD STEEL AND IRON WORK 19 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (D.S.R. No-10.25.1/2023) 20 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (D.S.R. No-10.25.2/2023) 21 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (D.S.R. No-10.1/2023) 22 Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (D.S.R. No-10.2/2023) 23 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete, (D.S.R. No-10.16/2023) 24 Hot finihed seamless type tubes(Taken 40kg per sqm weight)boundry grill (D.S.R. No-10.16.2/2023) 25 FLOORINGWORK 26 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate. (D.S.R. No-11.3/2023) 27 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thickgallaries (D.S.R. No-11.26/2023) 28 FINISHING 29 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) (D.S.R. No-13.4.1/2023) 30 Finshing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications: (D.S.R. No-13.48.1/2023) 31 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr/10 sqm 32 Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. (D.S.R. No-13.4.3/2023) 33 DEMOLITION 34 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge.(D.S.R. No-15.3/2023) 35 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar(D.S.R. No-15.7.4/2023) 36 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (D.S.R. No-15.25/2023) 37 Dismantling old plaster or skriting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. (D.S.R. No-15.56/2023) 38 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately):(D.S.R. No-8.14/2023) 39 40 mm thick white sand stone - Exposed face machine cut and table rubbed with rough backing. (D.S.R. No-8.14.2.4/2023) 40 Providing and fixing cramps of required size & shape in RCC/CC/Brick masonry backing with cement mortar 1:2 (1 cement 2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). (D.S.R. No-8.7/2023) 41 Gunmetal cramps(2081/0.36)= 5780.55 say 5780.00 (D.S.R. No-8.7.1/2023) 42 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete (D.S.R. No-8.8/2023) 43 Fastner with threaded dia 10mm (D.S.R. No-8.8.1.2/2023) 44 ELECTRICAL WORK 45 SUB-Head SH:- I (Wiring) Wiringforlightpoint/fanpoint/exhaust fanpoint/callbellpointwith1.5sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copperconductorsinglecorecableetcas required. (D.S.R. No-1.3) 46 (a) GroupC (D.S.R. No-1.3.3) 47 (b) GroupB (D.S.R. No-1.3.2) 48 (c) GroupA (D.S.R. No-1.3.1) 49 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor singlecorecableinsurface/recessedsteel conduit,2waymodularswitch,modular plate ,suitable GI box and earthing the point with1.5sq.mm.FR PVCinsulatedcopper conductor single core cable etc as required. (D.S.R. No-1.4) 50 Wiringforgroupcontrolled(looped)light point/fanpoint/exhaustfanpoint/callbell point (without independent switch etc.) with 1.5sq.mmFRLSPVCinsulatedcopper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copperconductorsinglecorecableetc.as required. (D.S.R. No-1.54) 51 GroupC (D.S.R. No-1.54.3) 52 Wiring for light/ powerplug with 2X4 sq. mm FRLS PVC insulated copper conductor singlecorecableinsurface/recessedsteel conduitalongwith1No4sq.mmFRLS PVC insulated copper conductor single core cable for loop earthing as required. (D.S.R. No-1.5) 53 Wiring for light/ powerplug with 4X4 sq. mm FRLS PVC insulated copper conductor singlecorecableinsurface/recessedsteel conduitalongwith2Nos4sq.mmFRLS PVC insulated copper conductor single core cable for loop earthing as required. (D.S.R. No-1.6) 54 Wiring for circuit/ submain wiring alongwithearthwirewiththefollowing sizes of FRLS PVC insulatedcopper conductor, single core cable in surface/ recessed steel conduit as required (D.S.R. No-1.7) 55 (a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (D.S.R. No-1.7.1) 56 (b) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (D.S.R. No-1.7.4) 57 (c) 4 X 6 sq. mm + 2 X 6 sq. mm earth wire (D.S.R. No-1.7.9) 58 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required. (D.S.R. No-1.17) 59 (a) 6 x 1.5 sq. mm (D.S.R. No-1.17.6) 60 (b) 9 x 1.5 sq. mm(D.S.R. No-1.17.9) 61 Supplyinganddrawingfollowingpair0.5 sqmmFRLSPVCinsulatedcopper conductor,unarmoredtelephonecablein theexistingsurface/recessedsteel/PVC conduit as required.(D.S.R. No-1.18) 62 2 Pair (D.S.R. No-1.18.2) 63 Supplyinganddrawingco-axialTVcable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. (D.S.R. No-1.19) 64 Supplyingandfixingoffollowingsizes of steel conduit along with accessories in surface/recess including painting in case of surfaceconduit,orcuttingthewalland makinggoodthesameincaseofrecessed conduit as required. (D.S.R. No-1.20) 65 25mm (D.S.R. No-1.20.2) 66 Supplyingandfixingfollowingsize/ modules, GI box alongwith modular base & coverplateformodularswitchesinrecess etc as required. (D.S.R. No-1.27) 67 (a )2 Module (75mmX75mm) (D.S.R. No-1.27.2) 68 (b) 6 Module (200mmX75mm) (D.S.R. No-1.27.4) 69 (c )12 Module (200mm X 150mm) (D.S.R. No-1.27.6) 70 Supplying and fixing followingmodular switch/ socket on the existing modular plate &switchboxincludingconnectionsbut excluding modular plate etc. as required. (D.S.R. No-1.24) 71 5/6 amps switch (D.S.R. No-1.24.1) 72 3 pin 5/6 amp socket outlet (D.S.R. No-1.24.4) 73 Telephone socket outlet (D.S.R. No-1.24.6) 74 TV antenna socket outlet (D.S.R. No-1.24.7) 75 LAN socket outlet Cat 6-UTP- 1 Module (MR) 76 SupplyingandfixingsuitablesizeGIbox withmodularplaeandcoverinfronton surfaceorinrecess,includingproviding andfixing3pin5/6ampsmodularsocket outletand5/6amps modularswitch, connection,paintingetc.asrequired.(For light plug) (D.S.R. No-1.31) 77 SupplyingandfixingsuitablesizeGIbox withmodularplaeandcoverinfronton surfaceorinrecess,includingproviding and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. (D.S.R. No-1.32) 78 Supplying&fixingtwoModuleGIbox wihmodularplateandcoverinfronton surface or in recess including providing and fixing 16 A modular socket outlet and 16 A modular SP MCB, C curve in one or two ModuleGIboxwihmodularplateand cover, including connections, painting etc. as required. (MR) 79 Supplyingandfixingtwomodulestepped type electronic fan regulator on the existing modular plate switch box including connectionsbutexcludingmodular plate etc. as required (D.S.R. No-1.25) 80 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required. (D.S.R. No-1.53) 81 1 run of cable(D.S.R. No-1.53.1) 82 2 run of cable(D.S.R. No-1.53.2) 83 3 run of cable(D.S.R. No-1.53.3) 84 Sub-Head-II (Fitting & Accessories) 85 Supplying and fixing call bell/ buzzer suitableforD.C./A.C.singlephase,230 volts,completeasrequired.(suitablefor fixing in 2 Module box)(D.S.R. No-1.38) 86 Supply InstallatitonTesting and Commissioning of energy efficient direct fit (Retrofit)Polycarbonate/Glasshousing SMDMidPower20WattLEDtuberod (withintegraldriver& alumn. heatsink), onexisting fixture. systemlumenefficacy ≥100 lm/Watt output, internalsurge protectionof2.5KV,THD<20% ,p.f.≥0.95,CRI>80 , life time of minimum 35000BurningHourswith,70%ofintial Lumenmaintanedtilllifeends , CCT 3000°K /4000°K/ 5700°K/6000°K/6500°K (As per ANSI Bin), maximumpowerconsumptionshouldnot morethanthespecifiedratingandFixture (MR) 87 1200mm,Min.Lumensoutput2000lm LED Tube rod with Polycarbonate Housing 88 Supply InstallatitonTesting and CommissioningofIP20boxmadeout from1.2mmthickCRCAsheetsteelwith depth of minimun 30 mm and finished with powdercoating and suitable formounting LED tube including side overs, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube).(MR) 89 Suitable for 4 LED Tube shape fixturefor single rod 90 Supply,installation,testingand commissioningofheavyduty, 230Volts, single phase AC supply 300mm dia exhaust fanWITH900RPMdoubleballbearing, withenegyefficentmotor,louver/shutter, birdscreenincludingallaccessoriesand with 3 core flexible wire complete as required,intheextingopening,including making the hole to suit the size of the above fan,makinggoodthei/cfixingof louver/shutter etc.as required. (MR) 91 Supplying and fixing of 250mm sweep decorativeFreshairfanwithall accessories suitable for operation single phase 230 volt 50 cycle per second per sec. ACsupply etc.as required. inthe existing opening, includingmakingthe holetosuit the size of the above fan, making good the damage, connection, testing, commissioning earthing etc. as required. (MR) 92 Supply InstallatitonTesting and Commissioning of 1200mm sweepceiling fancapacitor type with double ball bearing complete with capacitor , suitable down rod , canopies , shackles, three number Al.blade & suitable for operation on 230 volt 50 Hz single phase AC supply i/c wiring the down rod of standard length (upto 30cm) with 1.5 sq.mm FR PVC insulated copper conductor singlecorecablei/cprovidingandfixing laminated sheet cover 3mm thick on the fan box etc as reqd. (Minimum Service Value 4.00 and above) (MR) 93 Supply InstallatitonTesting and Commissioning of IP-20 12 Watt LED Recessed / Surface Mounted, Round / Sqaure SMDMidPowerLEDDownlight withpowercoateddie-castaluminum housing with UV Stabilized non yellowish Diffuser with BIS complience 2.5KV surgeprotectedIsolateddriver,withShort & Open circuit protection, having efficiency > 85% . System Lumenefficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI>80,lifetimeofminimum50000 Burning Hours with , 70% of intial Lumen maintanedtilllifeends,CCT3000°K/ 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption shouldnotmorethanthespecifiedrating andFixtureshallbeof BISstandardand trade mark certificate ( T.C.). (MR) 94 Minimum lumen output 1300 lm (AR) 95 Supply InstallatitonTesting and CommissioningofIP-20LEDRecessed/ SurfaceMounted,Round/SqaureSMD MidPower18WattLED Downlightwith powercoateddie-castaluminumhousing withUV Stabilized nonyellowishDiffuser with BIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life timeofminimum50000BurningHours with,70%ofintialLumenmaintanedtill life ends, CCT 3000°K / 4000°K/5700°K/6000°K/6500°K (As per ANSI Bin), maximumpowerconsumptionshouldnot morethanthespecifiedratingandFixture shallbeof BISstandardand trademark certificate ( T.C.). (MR) 96 Minimum lumen output 1950 lm 97 Supply InstallatitonTesting and Commissioning ofIP65IK08rated Integrated SMD Mid power LED bulk head typelightfixturemadefromPressureDie Cast AL housing suitable with integral driver, system lumen efficacy ≥100 lm/Watt output,THD<10%,p.f.≥0.95,CRI>80, life time of minimum 50000 Burning Hourswith ,70%ofintialLumen maintanedtilllifeends,CCT3000°K/ 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption shouldnotmorethanthespecifiedrating andFixtureshallbeof BISstandardand trademarkcertificate(T.C.).surge protection 4 KV.(MR) 98 Supplying installation testing and commissioning of Surface / Wall mounted LED Batten (10w LED mirror light) fitting systemlumensoutputnotlessthan 100,PowerFactor≥0.90,CRI>80,THD 10%,CCT5500-6600K(asrequired) extrudedAluminiumhousingprovidedfor efficient head dissipation with polycarbonatediffuser& integrated electronicdriverwithallaccessorieswith 1.5sqmm.,PVCinsulated,FRLScopper conductor, single core cable etc. as required & as per make & models in enclosed list of approved makes as required. (MR) 99 Supplying & fixing decorative wall bracket fitting made of poly carbonate with vitreous enamelledglass glob fixed on wall i/c1No.Retrofit10wattLEDlamp& connections,testing&commissioningetc complete as reqd. (MR) 100 Supplying installation testing and commissioningof400mmsweep,50W, 1370RPM,Wallfansuitablefor single phase 230 Volts 50 Hz AC supplyi/c testing, commissioning etc as required. (MR) 101 Sub Head-III (MCBs,MCB DBs, & Energy Meter) 102 Supplyingandfixingfollowingway, horizontal type three pole and neutral, sheet steel,MCBdistributionboard,415V,on surface/recess,completewithtinned copperbusbar,neutralbusbar,earthbar, dinbar,interconnections,powderpainted includingearthingetc.asrequired. (But without MCB/RCCB/Isolator)(D.S.R. No-2.4) 103 8way (4 +24),Double door(ForType V Qtr.) (D.S.R. No-2.4.3) 104 Supplyingandfixingoffollowingways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel,dustprotected,dulypowderpainted, inclusiveof200ampstinnedcopperbus bar, common neutral link, earth bar, din bar formountingMCBs(butwithoutMCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) (D.S.R. No-2.5) 105 12 way (4 + 36), Double door (For School) (D.S.R. No-2.5.3) 106 Supplying and fixing following way, single poleandneutral,sheetsteel,MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar,din bar, interconnections,powderpaintedincluding earthing etc. as required. (But without MCB/RCCB/Isolator) (D.S.R. No-2.3) 107 16way,Doubledoor(ForType-II&III Qtrs and light DB) (D.S.R. No-2.3.4) 108 SupplyingandfixingDPsheetsteel enclosure on surface/recess along with 25/32 A, 240 V “C” curve DP MCB complete with connections, testing and commissioningetc.asrequired.(ForStair Case Lights)(D.S.R. No-2.16) 109 Supplying and fixing following rating, four pole, 415 volts, MCB in the existing MCB DB complete withconnections, testing and commissioning etc. as required. 63 amps (MR) 110 Supplyingandfixing5ampsto32amps rating, 240 volts, C series, miniature circuit breaker suitable for inductive load of followingpolesintheexistingMCBDB complete with connections, testing and commissioning etc. as required.(D.S.R. No-2.10) 111 Single pole (D.S.R. No-2.10.1) 112 Double pole (D.S.R. No-2.10.3) 113 Supplying and fixing Cable End Box (Loosewirebox)(IP43)suitablefor following single pole andneutral, sheet steel,MCBdistributionboard,240V,on surface/recess,completewithtestingand commissioning etc. as required. (D.S.R. No-2.23) 114 For 14 way, Double door SPN MCBDB (D.S.R. No-2.23.4) 115 Supplying and fixing Cable End Box (Loosewirebox)(IP43)suitablefor following triple pole and neutral, sheet steel,MCBdistributionboard,415V,on surface/recess,completewithtestingand commissioning etc. as equired. (D.S.R. No-2.24) 116 For 8 way, Double door TPN MCBDB (D.S.R. No-2.24.3) 117 Supplying and fixing following rating, four pole, 415 volts, MCCB in the existing VerticalTPNDBcompletewith connections, testing and commissioning etc. as required. (D.S.R. No-2.2) 118 3 pole MCCB, 100A, 16KA (D.S.R. No-2.2.1) 119 Supplying and fixing Cable End Box (Loose Wire Box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 Volts, on surface/recess, complete with testing and commissioning etc. as required. (D.S.R. No-2.25) 120 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 121 Incoming 122 100 Amp MCCB-1 N0 123 Outgoning 124 63 Amp. MCCB-2 Nos. 125 Cat. A Pannel Cubicle Type 126 Cat. B Pannel Cubicle Type (S.I.No-811 (a) 127 32 Amp. MCCB-3 Nos. 128 Cat. A Pannel Cubicle Type 129 Cat. B Pannel Cubicle Type (S.I.No-811 (b) 130 SH IV( Meter Board & Panel ) 131 Distribution panel for School Building (Non-essential panel) 132 Supplying, installation, testing and commissioning of Indoor floor mounted modular,sectionalised,compartmentalized, dust&verminproof,extendabletypeMV cubiclepanelhaving 300mmdeepof suitable size notless then2.87sqmm fabricatedfrom CRCAsteelof2mm thick forframe work, enclosure and doors, 3 mm thick forgland plates withstiffeners wherever required i/c mounting base frame consistofMSchannelofsize100x50x6 mm,havingvibration freestructure chemically treated with seventankprocess beforepaintingforsurfacetreatmentand powder coated, with 4 nos. electrolytic gradehigh conductivity Aluminium busbar extensible type, DMC/SMC busbar supports, suitable for 3 phase 415 V 50 HZ ACsupplyi/callconnectionand interconnectionsinpanelboardwiththe suitablesizeFRLScopperwired/ALbus bars and 2 Nos. 25x5 mm copper earth bus bar through out the width of panel i/c earthing studs and detachable individual gland plate for each cable and having individualcompartmentforswitchgeari/c providing and fixing the following switchgearmounted thereoncomplete with connections & testing etc. as required. (Providing of connectors of required size insuitable quantity as per requirement.) 133 Note:-(i)Panelsizeindicatedisnominal.The actual sizeshall beasperthedrawing approved by the Department.(ii) All screws, nut bolts and earth stud are tobeusedofstainlesssteelonly.(iii) Panel have protection for Over Voltage and Under Voltage 134 All the MCCBs shall be Ics= 100% Icu 135 (II) INCOMING 136 a)250 Amps 36 KA FP MCCB with Ics= 100%Icu=36KA having thermal magnatic releases forO/L and S/C protection having extendablerotary handle, Spreader links, Aux. trip contact block, DigitalVAFmeterwithallrequired accesseries, LED indication lamp for R,Y & B, 2 Amp 10KA control MCB andtoggle switch with each MCCBi/c suitable size & capacity CTs as per requirement. 137 (III) OUTGOING 138 100 Amps FP MCCB with Ics= 100% Icu=30KAhavingthermalmagnaticreleases for O/L and S/Cprotection having extendable rotary handle, Spreader links for each MCCB 139 32 Amps TPN MCB (D.S.R. No-2.10.5) 140 DP MCB (32 amp) (D.S.R. No-2.10.3) 141 Danger notice plate (D.S.R. No-2.21) 142 Distribution panel for School Building(Essential panel) 143 Supplying, installation, testing and commissioning of Indoor floor mounted modular,sectionalised,compartmentalized, dust&verminproof,extendabletypeMV cubicle panel having 300 mm deep of suitable size fabricated from CRCA steel of2mmthickforframework,enclosure and doors, 3 mm thick for gland plates with stiffenerswhereverrequiredi/cmounting baseframeconsistofMSchannelofsize 100x50x6 mm, having vibration free structure chemically treated with seven tank process before paintingforsurface treatmentandpowdercoated,with4nos. electrolyticgradehighconductivity Aluminiumbusbar extensible type, DMC/SMCbusbarsupports,suitablefor3 phase415V50HZACsupplyi/call connectionandinterconnectionsinpanelboardwiththesuitablesizewiredcabble busbarsasperISand2Nos.25x5mm 144 copperearthbus bar throughout the width ofpaneli/cearthingstudsanddetachable individualglandplateforeachcableand havingindividualcompartmentforswitch gear i/c providing and fixing the following switchgearmounted thereoncomplete with connections & testing etc. as required. (Providing of connectors of required size in suitable quantity as per requirement.) 145 All the MCCBs shall be Ics= 100% Icu 146 (I) BUS BARS 147 4strip aluminium bus bars of minimum of 400 Amps, 16 KA for1 Sec. capacity with heat shrinkable coloured sleeves and includingDMC/SMCbusbarssupportsat requiredintervalscompleteforcross section, size supports at their spacing etc. for with standing fault level of 25 MVA for 1 Sec. The size of bus bar shall be provided considering the current densityof aluminium bus bar 1.0 Amp. /Sqmm. 148 Note:-(i)Panelsizeindicatedisnominal.The actual sizeshall beasperthedrawing approved by the Department.(ii) All screws, nut bolts and earth stud are tobeusedofstainlesssteelonly.(iii) Panel have protection for Over Voltage and Under Voltage 149 All the MCCBs shall be Ics= 100% Icu 150 (II) INCOMING 151 160Amps16KAFPMCCBwithIcs= 100%Icu=16KA having thermal magnatic releases forO/L and S/C protection having extendablerotary handle, Spreader links, Aux. trip contact block, DigitalVAFmeterwithallrequired accesseries, LED indication lamp for R,Y & B, 2 Amp 10KA control MCB andtoggle switch with each MCCB i/c suitable size & capacity CTs as per requirement 152 (III) OUTGOING 153 63 Amps FP MCCB withIcs= 100% Icu = 16KA having thermal magnatic releases for O/L and S/Cprotection having extendable rotary handle, Spreader links for each MCCB 154 32 Amps TPN MCB (D.S.R. No-2.10.5) 155 DP MCB (32 amp) (D.S.R. No-2.10.3) 156 Danger notice plate (D.S.R. No-2.21) 157 SH: V (Safety Equipment) 158 SITCofCarbonDioxide(CO2)gastype fireextinguisherof4.5Kg.capacitywith initialchargei/cdischargehoseandhorn, squeeze grip,release valve, locking arrangement,bracketwithtwoscrewand sleevei/cfixingonwall as required.(Fire extinguishershallbeoftype55BandISI marked confirming to IS: 15683) (MR) 159 Supplying&fixingofpowdertypefire extinguisher (stored pressur type confirmingtoIS:15683:2006)6Kg. capacitywithinitialrefillofISImarked ABCpowercompletedwithsqueezegrip, release valve, discharge pipe, pressure gauge,lockingsafetyclip,mounting bracketetc.i/cfixingonwallasrequired. (Fire extinguisher shall be ofMAP 90, type 3A, 55B) (MR) 160 Providing& fixingdangernotice plates madeofmildsteelatleast2mmthick& vitreousenameledwhiteonbothsides& withinscriptionsinsignalredcolouron front side as required. 161 Medium Voltage - Size 200mm x 150mm (D.S.R. No-2.21) 162 High Voltage- Size 250mm x 200mm (D.S.R. No-2.22) 163 Supply and fixing safety instruction chart in word duly framed with 5mm thick glass as required (Approx. Front area 1.20 Sq. Mtr.) (MR) 164 Providing of set of 4 Nos. 9.5 Litre capacity GI bucket painted in post office red colour with prior coat of red-oxide paint and writtenwithwhitepaintFIREand mounted on MSangle iron frame with bracketofappropriatesize&capacityi/c (MR) 165 filling sand etc. 166 Providing First Aid box as approved by St. John Ambulance Brigade/Indian Red Cross conforming to IS 2217-1963 (MR) 167 Supplyandfixingshocktreatmentchart dulymounted on a wooden frame with 5mm thickglass as required.(approximate front area 1.20 Sq. Mtr.) (MR) 168 Providing of rubber mat 1 mtr wide and 12 mmthicktowithstand3.3KVdielectric strength as per IS 5424 :1969 (MR) 169 Key board of size 30 cm x 30 cm made of iron dully painted and locking arrangement. (MR) 170 Rubber Gloves11KVgradeasper IS 4770-68 (MR) 171 SH:- VI (EARTHING) 172 Earthing with copper earth plate 600 mm X 600mmX3mmthickincluding accessories,andprovidingmasonry enclosurewithcoverplatehavinglocking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) asrequired. (D.S.R. No-5.5) 173 Providing and fixing 25 mm X 5mm copperstripin40mmdiaG.Ipipefrom earthelectrodeincludingconnectionwith brassnutbolt,spring,washerexcavation and re-filling etc. as required. (D.S.R. No-5.10) 174 Providing and fixing 25 mm X 5mm copperstriponsurfaceorinrecessfor connections etc. as required. (D.S.R. No-5.14) 175 Providingandfixing25 mmX 5mmG.I. stripin40mmdiaG.I.pipefromearth electrode including connection with G.I. nut, bolt, spring, washer excavation and re- filling etc. as required. (D.S.R. No-5.11) 176 Providingandfixing25 mmX 5mmG.I. strip on surface or in recess for connections etc. as required. (D.S.R. No-5.15) 177 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required (D.S.R. No-5.2) 178 Providing and fixing 6 SWG dia G.I. wire on surface or in recessnfor loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. (D.S.R. No-5.18) 179 SH:- VII ( Lightening arrestor ) 180 Providing and fixing of lightning conductor finial,madeof25mmdia300mmlong, G.I.tube,havingsingleprongat top,with 85mmdia6mmthickG.I.baseplate including holes etc. complete as required. (D.S.R. No-6.2) 181 Jointingcopper/G.I.tape(withanother copper/GItape,baseofthefinialorany other metallic object) byriveting / nut bolting/ sweating and soldering etc as required. (D.S.R. No-6.4) 182 Providing and fixing G.I. tape 20 mmX 3 mm thick on parapet orsurface of wall for lightningconductorcompleteas required.(For horizontal run) (D.S.R. No-6.7) 183 Providing and fixing G.I. tape 20 mmX 3 mm thick on parapet orsurface of wall for lightningconductorcompleteas required.(For vertical run) (D.S.R. No-6.7) 184 a)63Amp.25KA4PoleMCCBwith thermal magnetic release and Extended Rotatory handle- 1 No.(Incomer) 185 b)DigitalMultifunctionLEDmeterclass 1.0, 96 Sqmm - 1 No. 186 c) Set of 3 Phase LED indicating Lamp - 1 Set 187 d) 63 Amp. TPN MCB=3 Nos. 188 e) 32 Amp. DP MCB=2 Nos. 189 f)DOLstartersuitableforupto10.0HP pump(ratingupto40A)completewith Motorprotectionrelayhavinginbuiltover load,earthfault,lockedrotorandsingle phasing protection feature complete with all accessoriesandinternalwiringwith minimum 2.5 Sqmm PVC insulated copper conductorwire required foroperation, selectorswtichforlocal/remote, auto/manual/OFF operation Attempt startingdevice,timersandrelaysas required, pushbuttons for start/stop in manual mode, 3 phase LED indication lamps with individual Toggle switch, Pump ON/OFFLEDindication,ControlMCB etc. = 2 Nos. (MR) 190 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittingslikeelbows,tees,flanges,tapers, nutsbolts,gaskets etc.andfixingthe pipe onthewall/ceilingwithsuitable clamp/support frame and painting with two ormore coats of synthetic enamelpaintof required shade complete as required (D.S.R. No-18.7) 191 32 mm (D.S.R. No-18.7.2) 192 65 mm (D.S.R. No-18.7.5) 193 80 mm (D.S.R. No-18.7.6) 194 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 ratingwithbronze/gunmetalseatdulyISI marked complete with nuts, bolts, washers, gasketsconformingtoIS13095of following sizes as required 195 65 mm dia (D.S.R. No-18.11.3) 196 80 mm dia (D.S.R. No-18.11.4) 197 Providing,installation,testingand commissioning of stainless steelY-strainer fabricatedoutof1.6mmthickstainless steel, Grade304, sheet with3mm dia holes with stainless steel flange. 80 mm dia (D.S.R. No-18.15.1) 198 Providing,installation,testingand commissioningofnon-returnvalveof following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required 80mm dia (D.S.R. No-18.14.4) 199 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mmdiawithcastironwheelISImarked conforming toIS 5290 (Type -A) with blank Gunmetal/StainlessSteelcapandchainas required : (D.S.R. No-18.9) 200 Single headed Stainless steel (D.S.R. No-18.9.2) 201 Supplying and fixing 63 mm dia, 15 m long RRLhosepipewith63mmdiamaleand female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : (D.S.R. No-18.16) 202 Stainless Steel (Grade 304) (D.S.R. No-18.16.2) 203 Supplying&fixing63mmdiagunmetal short branch pipewith 20mmnominal internal diameter size nozzle conforming to IS903suitableforinstantaneous connectiontointerconnecthosepipe coupling asrequired : (D.S.R. No-18.18) 204 Stainless Steel (Grade 304) (D.S.R. No-18.18.2) 205 Supplyingandfixingfirst-aidHoseReel with MS construction spray painted in post officered,conformingtoIS884complete with the followingasrequired. 20mm nominalinternaldiawaterhose thermoplastic (Textile reinforced) type -2 as perIS:1258520 mm nominalinternaldia gun metal globe valve & nozzle. Drum and bracketsforfixingtheequipmetsonwall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket 30m (D.S.R. No-18.17.1) 206 Supplyingandfixingoffirebrigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MSpipeconnectionconformingtoIS 904 as required 207 2 way-100 mm dia M.S. Pipe (D.S.R. No-18.19.1) 208 Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in heightwithairreleasevalveontopand flanged connectionto riser,drain arrangementwith25mmdiagunmetal wheel valve with required accessories, pressuregaugeandpaintingwithsynthetic enamel paint of approved shade as required. (D.S.R. No-18.20) 209 Providing&fixingofpressureswitchin M.S. pipe line including connectionetc. as required. (D.S.R. No-18.22) 210 Providingandfixinginpositionthe industrialtypepressuregaugeswithgun metal / brass valves complete as required. (D.S.R. No-16.8) 211 ELECTRICAL WORK - SUB- STATION 212 H. T. SYSTEM630KVA 11/0.433KV CSS 213 Supply, receiving, storing, inspection, handling, assembling, installation in correct aligned position,effecting proper connections, testing and commissioning of Outdoor type package type substation with continuous rating DYn11 Copper Wounded VCC-Cast Resin Dry Type Transformer with Off load tap links of +5% to - 5% @2.5% with WTI scanner. Class of Insulation: H, Temperature rise limits of 115 deg.C. Impedance of 5%(Subject to IS Tol.) with WTI scanner. MAKES- ABB/SIEMENS/GE (AR) 214 D.G. SET-1 320KVA-D.G. SET, Supply, installation, testing & commissioning of 3- phase, 415 volt, 1500 RPM, 50 HZ, Diesel generator set with prime rating capacity of 320KVA at 0.8 pf lagging diesel engine alternator set mounted on common base frame in outdoor type acoustic enclosure,battery, batter charger, return fuel cooler, anti vibration mounting pads including residential silencer, engine alternator,safeties with accessories as per specification complete as required. Diesel engine shall conform to IS:10000 and alternator shall be self excited complete with AVR to IS:4722. (AR) 215 D.G. SET-1 200KVA-D.G. SET, Supply, installation, testing & commissioning of 3- phase, 415 volt, 1500 RPM, 50 HZ, Diesel generator set with prime rating capacity of 200KVA at 0.8 pf lagging diesel engine alternator set mounted on common base frame in outdoor type acoustic enclosure,battery, batter charger, return fuel cooler, anti vibration mounting pads including residential silencer, engine alternator,safeties with accessories as per specification complete as required. Diesel engine shall conform to IS:10000 and alternator shall be self excited complete with AVR to (AR) 216 MAIN SUBSTATION-1 L.T PANEL : Design, Manufacturing, Supply, Commissioning & Testing of Main L.T. Panel Cum DG Synchronizing Panel -D.G. Set shall have AMF,LoadManagement,Synchronization facility through PCC Controller / Synchronizing Relay/PLCandalltheD.G.setchangeover facilitywithgridpower. Thepanel willbe totallyenclosedtypewith,freestanding,floor mounted,indoorduty,dust&verminproof,, front operated, electrical panel fabricated from 2 mmthickM.S.Sheet asperspecifications& drawing laid in this document and will be complete with the main and auxiliary bus bars, multimeter,indicationlamps,CTs,protection MCB, interconnection wiring, earth bus and will bepowder coated finish with 50 micron thickness.The panel shall be as per IEC439 (TTA).System Integrator of ABB(ArTu), Schneider(Prisma), Siemens(Sivako n).Authorizedcertificateandagreementcopy withOEMtobesubmitwhiledrawing approvals through contractor. (AR) 217 500KVAR CAPACITOR PANEL 218 INCOMING 219 1 Nos. 800 Amp TP MDO ACB 50KA (The release should be compatible with Bluetooth) Make : ABB(Emax)/Siemens(3WL)/Schneider(Masterp act NW 6E) (AR) 220 BUSBARS 221 1 Nos. 1000 Amp TPN busbars of aluminiumalloy as per SLD. 222 OUTGOING 223 12 stepped Automatic Power Factor Correctionrelay (APFC relay). 224 MAKES- ABB, EPCOS,SCHNIDER 225 HT CABLE-11KV(E)Supply of 3core standered aluminium conductor XLPE insulated PVC bedded, galvanised flat steel strip armoured cable CONFORMING TO IS 7098 (PART- 2) 2011 11KV grade at a depth of 900mm below ground level over a cushion of 100mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armoring of cable shall be properly connected with earth conductor by clamps etc. 120 sq.mm 3 core (PWD- 506a (F)) 226 supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 1 kV grade as required. 120 sq. mm (AR) 227 supplying and making Outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 120 sq. mm (AR) 228 Supply and burring of safe earthing electrode T-39Zn-zinccoated,length3000mm,outerdia 76.3mm x 3.2mm inner pipe 42.4mm x 2.6mm, terminal dia 12mm, coating 80-100 micron filledwithcrystallineconductivemixture (CCM)havinganticorrosiveandconductive property with 50 KGs activated soil (BFC) capable of reducing the soil resistivity with good mixtureofretainingcapacityalongwith30sq.cm C.I. frame with hinged curved and (S.I.No-726D) 229 Supply and laying of 25mmX3mm GI strip from earth electrode directly in the ground as required complete in all respect. (S.I.No-716) 230 Supplyandlayingof1800mmx 900mmx 12mm thick chequered rubber matting of testedquality. (S.I.No-1136) 231 Supply of3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 3.5 X 400 sq. mm (PWD 2018 (501T)) 232 As above but for 3.5 X 240 sq. mm (PWD 2018 (501R)) 233 As above but for 3.5 X 120 sq. mm (PWD 2018 (501O)) 234 As above but for 3.5 X 70 sq. mm (PWD 2018 (501M) 235 Supply and fixing of brass nickle plated compression gland for PVC insulated and armoured served shethed, underground cable including rubber ring etc. complete in all respect.The armouring of the cable shall be properly connected with the earth as per 236 As above but for 3.5 X 240 sq. mm (PWD 2018 (503R)) 237 As above but for 3.5 X 120 sq. mm (PWD 2018 (503O)) 238 As above but for 3.5 X 70 sq. mm (PWD 2018 (503M) 239 Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-incharge. 240 As above but for 3.5 X 240 sq. mm (PWD 2018 (504M)) 241 As above but for 3.5 X 120 sq. mm (PWD 2018 (504J)) 242 As above but for 3.5 X 70 sq. mm (PWD 2018 (504H)) 243 Bus-Bar Box Stand Alone Outdoor Type 630A (AR) 244 Bus-Bar Box Stand Alone Outdoor Type 400A (AR) 245 Supplying&fixingstandardshocktreatment chartsinEnglish&Hindidulyframedandcovered with glass. (S.I.No-1134) 246 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least2mmthick,andvitreousenameledwhiteon bothsides,andwithinscriptioninsinglered colour on front side as required. (DSRNO-2.22) 247 Supplyand erection of ISI marked portable fire extinguishers, wall mounted type, wall brackets completeinallrespects,includingfixingon walls as per the direction of engineer-in-charge (Make:Minimax/RealValue/Firex/Safex).CO2 gas type 6.5 kg cap (S.I.No-1132A) 248 S/F of 410 S.P-.55 ISI & ISO certified S.T. pole 11 meter long grouted with 1:3:6 C.C. in brick ballast includingexcavationbackfillingetc. complete with all labour material T&P including plinth30cmaboveG.L.etc.completeinall respect. (S.I.No-613) 249 S/Concreting of Support (0.268cu.m/pole) (PO 2017 PA) 250 S/Paintingofpolewith2coatofAsianAl paint over one coat of red oxide including cleaning of dust vermin & making good complete in all respect. As per direction of E/I(S.I.No-634) 251 Making suitable earthing ofpole with 2.5mlong 20mmdia G.I. rod with 7/16 SWG G.I. wire as perUPPCLcompleteinallmaterial,labour T&P required for proper completion of work 252 Building Distribution Panel I/C-400 Amp. TPN-1 No 200 Amp.TPN-1Nos, 100 Amp.TPN-2Nos. & 63 mp.TPN-1Nos. (SPO 2017 PA) 253 SERVOKON make 630 KVA, 360 - 460 /400 Volts, 3 Phase, Balanced Type, Oil Immersed, Indoor, Rolling contact type (Linear Technology) Servo Stabilizer including First Filling of Fresh Oil and Standard Fittings & Accessories With Bypass Switch. 254 HIGH MAST & LUMINARIES WORK 255 16M HIGH MAST 256 16 Mtr High Mast totally Hot Dip Galvanized and suitable for wind velocity as per IS:875 Part 3,1987. latest version high mast lighting system along with headVframe, steel wire rope, 4 mm dia, single drum winch, galvanized lantern carriage suitable for 8 luminaire & its CGVboxes & lighting finial, integral type high powered reversible power tool for raising and lowering of latern carriage, gear box coupled with winch & torque limiter, foundation bolt of special steel with nuts, washer, anchor platesVtemplate LED beam flood light luminaire 200 watt, shallow foundation considering of safe soil bearing capacity at site as 10 T/sq mtr, at 2 mtr Depth twin dome aviation obstruction light, heavy gauge hot dipped galvanized lighting finals, feeder panel comprising main incoming switch MCBS, Time switch, contactor, reversing starter and protective system etc. as required and (A.R.) 257 Supply & Erection of 7 mtr Long Octagonal pole with Standard double arm bracket (1 mtr long) made up of 48.3mm dia G.I.pipe bracket suitable for road way LED Luminiares fitting as per attached specification with suitable foundation of cement,concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40mm nominal size) foundation including excavation & refilling. dressing up of the plinth etc including 2 nos 60 watt LED fitting, MCB, Flexible pipe, flexible copper wire, socket etc as required (A.R.) 258 Supply and laying of Double walled Corrugated(DWC) pipes for underground power cable protection with IS:14930 Part-II mark on duly printed at every one meter interval along with the socket/coupler andT joint with IP 67 protection for coupling where ever required.The DWC pipe shall be rodent proof and fire resistant and size of Outer dia 90 mm and Inner dia 76 mm and Excavation of cable trench of 110 cm depth and 30 cm wide, in all kinds of soil and its refilling with the same excavated soft soi (A.R.) 259 Supply and burring of safe earthing electrode T-39Zn-zinccoated,length3000mm,outerdia 76.3mm x 3.2mm inner pipe 42.4mm x 2.6mm, terminal dia 12mm, coating 80-100 micron filledwithcrystallineconductivemixture (CCM)havinganticorrosiveandconductive property with 50 KGs activated soil (BFC) capable of reducing the soil resistivity with good mixtureofretainingcapacityalongwith 30sq.cmC.I.framewithhingedcurvedand masonryhousing. (For electrode terminal to switch board, cost of 25X3 GI strip will be extra Make: As proved in UPPWD and CPRI (S.I.No-726 D) 260 Supply and laying of 25mmX3mm GI strip from earth electrode directly in the ground as required complete in all respect. (S.I.No-716) 261 Automatic Light Panel 40A With Astronomical Switch(PWD SOR ELECT.807H/2018) 262 Supply of3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 4 X 16Sqmm (S.I.No-501(i) 263 Supply and fixing of brass nickle plated compression gland for PVC insulated and armoured served shethed, underground cable including rubber ring etc. complete in all respect.The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. (S.I.No-503A(i) 264 Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-incharge. 16Sqmm (S.I.No-504(D) 265 Planetarium, Auditorium, 3D Cinema & confrence Room 266 Supply, Providing, Fixing of Theatre seating Pop-up Theatre Chair made of Steel structure with pop-up mechanism to be auto fold if not needed, Providing P.P seat & back outer using seat and back P.U mould of high density covered with approved shade fabric cushioning foam should be of 30-32 density, HWD-16inchx16inchx16inch, , chair leg made of 2 mm thick M.S seat. All metal component powder coated with 40-50 microns. Embossed leg is providing for stability & strength of mounting pedestal of leg made of 14-gauge M.S sheet & embossed for heaving strength. The pedestal is to be fixed on floor with 100 mm length split hollow anchor/ fastener by inserting 4 mm dia M.S rod to split out the tails of anchor & griping hardly on the floor. armrest should be made of PVC/Plastic to carry Glass/bottle. Chair shall be for extra ergonomically comfort. Support spring and torsion spring shall be of grade 4454 1981 grade 2. Seat & back cushioned with molded no sagging polyurethane molded foam of special grade: - thickness (1) cushion-130 to 150 mm (2) backrest-80 to 100 mm. Fabric made of heavy duty & best quality cotton -jute mix with minimum synthetic material to give the desired finish. Color should be pre-approved by Engineer-in-charge 267 Supplying, Fitting and Fixing of wall paneling (one side) with 10 mm thick beveled edge polyester fiber board panel over supporting wood framing consisting 2” x 1.5” C.P Teak wood as horizontal members at 600 mm C/C (Max) Gap between wall and 10mm thick polyester wool insulation (25mm thick) whose specification is given below. Shade and texture of Polyester fiber board wall paneling should be got approved by the competent authority. Polyester wool insulation(a)Thickness 25mm,(b)Density 20kg/m3(c)Thermal Conductivity 0.034 w/m.k(d)Acoustic insulation with NRC 0.80(e)Fire retardant(f)Non-toxic and itching free(g)Temperature range 15 to 120 Degree CPolyester Fiber Board Panel(a)Size of each panel- 600 mm x 600 mm(b)Surface finish- Matt (c)Density- 200kg/m3(d)Thickness- 10mm(e)NRC 0.80(f)Fire Rating Euro Class B and ASTM E-84-08Thermal Condectivity-0.030 w/m.k 268 Suppling, laying and fixing of graphic loop pile carpet over an underlay of 6mm foam with adhesive over floor area as detail given bellow:Construction-Graphic loop pile Fibre 100% BCF Olefin Pile weight-550g/m2 ±5%Pile height -4-5 mmBacking-Action BackMake- 269 (PART - B) AUDITORIUM 270 Providing & fixing in position, heavy duty fully upholstered Auditorium chairs 520 mm c to c classroom type. Height of back should be less than 1030 mm with plastic protective cover on back and bottom having teak wood handles. Back to back distance is 1000mm. The auditorium chairs should be of following specifications 1. Powder Coated Heavy duty MS Stand. 2. Individually moulded , ergonomically designed seat and back cushions. 3.Moulded Polyurethane Foam cushion. PU foam density 48 – 52 kgs/cu.mtr 4. Moulded Polyurethane Foam manufactured in certified ISO 9001 facility to ensure consistency in density for longevity .5.Upholstered in Foam laminated stretch sandwich Fabric for clean finish and soft comfortable feel as per the colour & pattern selected by the client.6.Seat and Back should have moulded synthetic protective cover. 7. Wooden or PU armrest 65mm x 20mm - 330mm long . 8.Mounted using Anchor fasteners. 271 Supplying, Fitting and Fixing of wall paneling (one side) with 10 mm thick beveled edge polyester fiber board panel over supporting wood framing consisting 2” x 1.5” C.P Teak wood as horizontal members at 600 mm C/C (Max) Gap between wall and 10mm thick polyester wool insulation (25mm thick) whose specification is given below. Shade and texture of Polyester fiber board wall paneling should be got approved by the competent authority. Polyester wool insulation(a)Thickness 25mm,(b)Density 20kg/m3(c)Thermal Conductivity 0.034 w/m.k(d)Acoustic insulation with NRC 0.80(e)Fire retardant(f)Non-toxic and itching free(g)Temperature range 15 to 120 Degree CPolyester Fiber Board Panel(a)Size of each panel- 600 mm x 600 mm(b)Surface finish- Matt (c)Density- 200kg/m3(d)Thickness- 10mm(e)NRC 0.80(f)Fire Rating Euro Class B and ASTM E-84-08Thermal Condectivity-0.030 w/m.k 272 Suppling, laying and fixing of graphic loop pile carpet over an underlay of 6mm foam with adhesive over floor area as detail given bellow: Construction-Graphic loop pile Fibre 100% BCF Olefin Pile weight-550g/m2 ±5% Pile height -4-5 mm Backing-Action Bac kMake- 273 LCD Projector with screen 274 Sound System 275 Computer 276 Furniture (Other then theatre chair) Podium table (4), Podium(2), stage chair (10) 277 (PART - C) CONFERENCE ROOM 278 Supplying, Fitting and Fixing of wall paneling (one side) with 10 mm thick beveled edge polyester fiber board panel over supporting wood framing consisting 2” x 1.5” C.P Teak wood as horizontal members at 600 mm C/C (Max) Gap between wall and 10mm thick polyester wool insulation (25mm thick) whose specification is given below. Shade and texture of Polyester fiber board wall paneling should be got approved by the competent authority. Polyester wool insulation(a)Thickness 25mm,(b)Density 20kg/m3(c)Thermal Conductivity 0.034 w/m.k(d)Acoustic insulation with NRC 0.80(e)Fire retardant(f)Non-toxic and itching free(g)Temperature range 15 to 120 Degree CPolyester Fiber Board Panel(a)Size of each panel- 600 mm x 600 mm(b)Surface finish- Matt (c)Density- 200kg/m3(d)Thickness- 10mm(e)NRC 0.80(f)Fire Rating Euro Class B and ASTM E-84-08Thermal Condectivity-0.030 w/m.k 279 Suppling, laying and fixing of graphic loop pile carpet over an underlay of 6mm foam with adhesive over floor area as detail given bellow:Construction-Graphic loop pile Fibre 100% BCF OlefinPile weight-550g/m2 ±5%Pile height -4-5 mmBacking-Action BackMake- 280 LCD Projector with screen 281 Conference Sound system (26 Seats) 282 Computer 283 A/V Console 284 Furniture (Other then theatre chair) Conference table (1),chairs(50) 285 (PART - D) 3D CINEMA 286 3D Projector with screen 287 Sound System /3D i-Glass Set/ System 288 Computer 289 HVAC Work 290 Hi-side Equipment 291 VRV/VRF units : 292 Supply, Installation, testing & Commissioningof modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 16HP ODU, microprocessor based Controller, top discharge type condensing unit(s), with R407c/R410a/EQUIVALENT Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at 40°C Celcius Ambient Conditions and work even at 56°C ambient temperature without tripping. The unit shall be suitable to work on 380V - 460V , 3Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required.- The Outdoors shall be be having 34 Liters suction accumlators. The COP at AHRI conditions shall not be less than 3.9- IEER not less than 6.8 .Unit shall include support stand with two coat of enmel panint as per specification. Offered ODU model shall be with highest possible COP by OEM IncludeLifting, shifting, assemblling &positioning of the equipment comprising of the following and complete as per specification/drawingsand as directed by Engineer In Charge 293 Outdoor Units 294 112 HP (28X4) 295 36 HP (24+12) 296 42 HP (28+14) 297 42 HP (28+14) 298 36 HP (24+12) 299 VRF/VRV INDOOR AC UNIT 300 DUCTABLE UNITS 301 Supply, installation, testing and commissioning of following minimum capacity and external static pressure VRF/VRV ceiling mounted ductable type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, corded remote control, outer cabinet, vibration isolators, drain pan, other necessary supports etc., suitable for operation on single phase AC supply 230 V ± 10%, 50 Hz complete as required. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. 302 22 TR 8800 cfm, Floor mounted ducted unit with Pre filter 303 8 TR 3200 cfm, Ceiling supended mounted ducted unit Pre filter 304 6 TR 2400 cfm, Ceiling supended mounted ducted unit Pre filter 305 VRF/VRV INDOOR AC UNIT (CASSETTES UNITS): 306 Supply,installation,testing and commissioning of following minimum capacity 4-way flowCassette Type Indoor ceiling mounted unit equipped with synthetic washable media prefilter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil,electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless remote control etc., suitable for operation on single phase 230V±10%, 50 Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will beat air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. 307 Capacity:- 4.0 Tr 308 Capacity:- 3.2 Tr 309 Capacity:- 2.8 Tr 310 Capacity:- 2.3 Tr 311 Capacity:- 1.5 Tr (Compact type) 312 Centralised Remote Controller 313 Supply, Installation, testing & Commissioning PC compatible Centralised Remote Controller (CRC) for the Entire Indoor and Outdoor Equipment Configuration for Above systems. CRC shall be compatible on BACnet over IP / Modbus BMS protocol. As per specification/drawingsand as directed by Engineer In Charge. The Controller shall be capable of setting timers for units to turn on/off every defined duration for Working Stand-by systems. 314 Cordless remote 315 Corded Remote 316 Y Joints 317 Supply, installation, testing & commissioning pair of Ref Nut/Y-joints brass for indoor and outdoor units of suitable size as per requirement. As per specification/drawingsand as directed by Engineer In Charge. 318 Installation, Testing and Commissioning of VRV indoor and outdoor unit including Supporting 319 A-Outdoor Units 320 B-Lifting, Shifting and positioning of ODU and ducted units 321 C-Supply and Installation of Iron stand for ODU 322 Supply,installation,testing and commissioning including vaccumization and nitrogen testing of following nominal sizes of soft /hard drawn copper refrigerant piping for VRF /VRV system , complete with fittings , with suitable adjustable ring type hanger supports,jointing/brazingincludingaccessories,insulated withXLPE/class-O closed cell elastomeric nitrile rubber tubular sleeves sections of specified thickness as a given below for suction and liquid lines , all accessories as per specifications etc as required . 323 6.4mmdia(OD)(Softdrawn) with19mmthick insulation 324 9.5mmdia(OD)(Softdrawn)with19mmthick insulation 325 12.7mmdia(OD)(Softdrawn)with 19mm thick insulation 326 15.86mmdia(OD)(Softdrawn)with 19mm thick insulation 327 19mmdia(OD)(Harddrawn)with 19mmthick insulation 328 22.2mmdia(OD)(Harddrawn)with 19mm thick insulation 329 28.5mmdia(OD)(Harddrawn)with 19mmthick insulation 330 31.8mmdia(OD)(Harddrawn)with 19mmthick insulation 331 34.9mmdia(OD)(Harddrawn)with 19mmthick insulation 332 38.1mmdia(OD)(Harddrawn)with 19mmthick insulation 333 41.27mmdia(OD)(Harddrawn)with19mmthick insulation 334 44.45mmdia(OD)(Harddrawn) with19mmthick insulation 335 53.97mmdia(OD)(Harddrawn)with19mmthick insulation 336 SupplyfixingWiringforcircuit/submainwiringalongwithearthwirewiththe followingsizesof FRLS PVC insulatedcopperconductor, single core cable in surface/ recessed medium class 20 mm dia FRLS PVC conduit complete with all accessories, supports as required. 337 2 X 1.0 sqmm with 20 mm dia pvc conduit 338 Supply,installation,testingandcommissioningofG.I rectangular ductwork complete with supports, elbows ampers/splitters/vanes/ hangers/supports /rubbe gaskets and ancialliary items as per approved drawings and specifications of thefollowing sheet thickness.: 339 18 Guage (G.I Duct) 340 20 Guage (G.I Duct) 341 22 Guage (G.I Duct) 342 24 Guage (G.I Duct) 343 Duct Insulation 344 Supplying and fixing of following thickness duly laminated aluminumfoilof matfinishclosedcellNitrilerubber(ClassO) insulation on existing duct after applying suitable adhesive for Nitrilerubber.Thejointsshallbesealedwith50mm wideand3 mmthickselfadhesivenitrilerubbertapeinsulationcompleteas per specifications and as required. 19 mm thickness 345 Duct Accoustic Lining : 346 Supplyandfixingofacousticliningofsupplyairductandplenum with25mm thickresinbondedglasswoolhavingdensityof32 kg/m³, with 25 mm X 25 mm GI section of 1.25 mm thick, at 600 mmcentretocentrecoveredwithReinforcedPlastic tissuepaper and 0.5 mm thick perforated aluminum sheet fixed to inside surface ofductswithcadmiumplatednuts,bolts,stickpins,CPRX compound etc. complete as required and as per specifications. 347 Grilles/Diffusers/Louvers/VCDs/FDs : 348 Supplying & fixing of powder coated extruded aluminiumReturnAirGrills withlouversbutwithoutvolumecontrol dampers complete as required. 349 Supplying, fixing testing commissioning of supply air diffusers of powder coated aluminium with aluminium volume control dampers with anti smudge ring & removable core. 350 Supplying, fixing testing commissioning of Return air diffusers of powder coated aluminium without volume control dampers with anti smudge ring & removable core. 351 Supply,installation,testingandcommissioningofVolumecontrol ductdamper completewithneoprenerubbergaskets, nuts, bolts, screws linkages, flanges etc, as per specifications. 352 Supplying,Fixing,testingandcommissioningoffiredampersin supplyair duct/mainbranchandreturn airpathasandwhere requiredofrequiredsizesi/c controlwiring,thedampershallbe motorizedandspringreturnsoastoclosethe damperinthe eventofpowerfailureautomaticallyandopenthesameincase of power being restored. The spring return action shall be inbuiltmechanismand notexternallymounted.Thedamper shall also be closed in the event of fire signal complete as required and as per specifications. 353 Fire Damper 354 Actuator 355 Drain Piping : 356 Supply,installation,testingandcommissioningofofCPVCpipeshavingthermal stability for condesate water including wrapping of 9mm thick class 0 nitrile rubber insulationwithsuitableadhesivewith all CPVCplainandbrassthreadedfittings including the pipes with clamps 1metre spacing.This including jointing of pipes with onestepCPVCsolventcementandtestingofjointscompleteasperdrgand specifications 357 50 mm dia 358 40 mm dia 359 32 mm dia 360 Supplying and installing following size of perforated Hot DippedGalvanised Ironcabletray(Galvanisationthicknessnot lessthan50microns)withperforation notmorethan17.5%,in convenientsections,joinedwithbends,reducerandallaccessories connectors, suspended from theceilingwithG.I.suspendersincludingG.I.bolts&nuts etc. as required. 361 100 mm width X50 mm depth X1.6 mm Thickness 362 150 mm width X50 mm depth X1.6 mm Thickness 363 300 mm width X50 mm depth X1.6 mm Thickness 364 Control Panelfor VRV/VRF Units : 365 Supply, installation, testing and commissioning of alised floor/wall mounted type made of 2 mm thick steel sheet duly painted for outdoor uses IP65 Protection complete as per thespecifications and drawing and as detailed below : 366 1 no. 630 Amps TPN MCCB incomer with KWH 367 meter, phase indicating lamps with control fuse & toggle switch, voltmeter and selector switch, 368 ammeter with CTs and selector switch 369 1 set 630 Amps triple pole with neutral Al. Bus Bars duly sleeved 370 8 no of 63 Amps MCCB outgoing for VRV OD units 371 4 no of 40 Amps MCCB outgoing for VRV OD units 372 Cable 373 Supply, laying, testing and commissioning of following sizes of XLPE insulated PVC sheathed aluminium/ copper conductor armoured / unarmoured cable of 1.1 KV grade on existing cable tray / surface including saddles, clamps etc. complete as required & approved by the Engineer In Charge. (Tagging to be provided with aluminium strips on both the ends as approved). 374 4 Core 16 Sqmm. Copper . Armd 375 4 Core 10 Sqmm. Copper. Armd 376 4 Core 4 Sqmm. Copper. Armd 377 3 Core 2.5 Sqmm. Copper unarmd 378 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required 379 SOLAR GRID SYSTEM (25 KW) 380 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthingmounted on Aluminium/GI structure of suitable strength with followincomponents complete as required:a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. SolaPhotovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watcapacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugand other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPinsulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along witsupplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 381 Site Campus (PA System) 382 Public announcement system (outdoor & Indoor) 383 JBL AWC82 (All -Weather 8 Compact 2-way Coaxial Loudspeaker)(117199.00 -25% = 87899.25) 384 Crown Xli 3500 (Two- channel Power Amplifier) (165182.00 -25% = 123886.50) 385 Harman DBX DriveRack VENU360 (Loudspeaker Management System) (151388.00 -25% = 113541.00) 386 Audio Technica 49QL (Gooseneck Microphone) + AT86685 (Microphone Base Stand)(27494.00 -25% = 20620.50) 387 1.5 mm Amoured Speaker Cable 388 CCTV & surveillance 389 64 Channel Nvr CPPLUS/Dahuaa 390 C.C.T.V 2 MP IP Camera out Door 391 CCTV 2 MP IP Camera Indoor 392 16 Channel Port POE D. Link/Giga 393 4 U Rack with PDU 394 15 U Rack with PDU 395 Dlink Gigabyte switch 16 channel 396 HDD 8 TB 397 PVC Box 398 Wireless Mouse 399 Cat 6 Cable 305 m length 400 Rj 45 connector 401 LED TV 32 inch 402 Cable AC electric 403 HDMI cable 404 Instalation charge 405 Fire Fighting systems 406 Supply &erection of ISImarked portable fire extinguishers, wall mounted type, wall brackets complete in all respect as per standard item with al accessories,delivery hose&nozzle whereever required, includingfixingonwallsasper the directions of E/I. (MAKE:-CEASE FIRE) 407 CO2 gas type 4.5 kg Capacity (IS:2878) 408 D.C.P. type 5 KG. capacity (ABC) 409 ABC Trolley 25 kg Capacity. 410 ABC Type ceilling Mounted 5 KG. capacity. 411 Supply, erection and testing of ISI markedM.S. pipes (Class C - heavy duty) and specials etc, (as per 1S:1239) for above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite, cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e. bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position including all supports at maximum 3 meter spacing by 3 mm thick G.I. hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor fastner and washer for hydrant / sprinkler piping, jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate primer and two coats of syntheticenamelfireredcolour, providing tapping for pressure gauges and forother instruments etc. Hydrostatic testing of system as specified, flushing & cleaning bywater etc. complete as perdrawings &direction ofthe Engineer-in-charge.The quotedrates shall also include for making holes in masonry / RCC slab, wail, chases in wall, providing sleeves in RCC wall & slabs with puddle flanges whereever required & making good the same by sealing the opening to original conditions. 412 upto 40mm dia. pipe threaded forged fittings and threaded joints shall be provided and for 50mm dia & above pipes welded joints with MS / malleable iron fittings shall be used.(MAKE : Jindal (Hissar) / Bharat / Indian Tube / Prakash) 413 80 NB 414 100 NB 415 Supply, laying & jointing of IS! marked Mild Steel pipes (class C - heavy duty) (as per IS: 1239) including all fittings i.e. reducer, elbows, tees, flanges, washers, nuts, boltsetc. below ground including transportation of all materials to work site, earth work in excavation in all kinds of soil upto 1.50 meter depth, edge preparation, Jointing by welding, laying the pipes in trenches in proper alignment, providing 150 mm thick fine sand layer above pipe, back filling the trenches in layers of 20 cms, consolidation of each deposited layer, watering, ramming, disposal of surplus earth within a lead of 200 m and as directed, hydrostatic testing of the complete pipe work, providing 1:2:4 concrete thrust blocks of suitable size at all bends, tees and junctions with form works, completing the work in all respect as per drawings & direction of the E/I. 416 The rates will include providing and laying 4 mm thick Pypkote tar based polymeric corrosion arotection tape over two coat of zinc chromate orimer as per manufacturers specs, as directed andasper!S:10221.(MAKE : Jindal (Hissar) / Bharat / Indian Tube Co / Prakash) 150 NB 417 Supply & installation of ISI marked single headed 63 mm dia. gunmetal / Stainless steel Hydrant Valve, 80 mm dia flanged inlet with 63 mm female instantaneous outlet confirming to IS : 5290 on the fire wet riser/down comer, including making 80 NB pipe connection with riser along with 100 mm dia dial pressure gauge of calibration 0-15 kg/sq cm, fixing the landing valves in proper positions, including supply of nuts, bolts, gaskets, caps, chains etc. testing the hydrant and completing the work in all respect as per directions of the Engineer in-charge. (MAKE : Firex / Safex / Minimax / Newage) 418 Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS: 14846-2000, (PN 1.6 mPa) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions o! the Engineer-in-charge.(MAKE : Kirloskar /Venus / IVC / Zaloto / Audco). 150MMNB 419 Supply & fixing in position iSl marked cast iron double flanged butterfly valves (PN 1.6 MPa) as per IS:130g5, with disc, shaft, seating rings, internal fastening, nuts, bolts including transporting to worksite, 3 mm thick rubber gaskets etc. including testing, Complete as per drawings & directions of the Engineer-in-charge.(MAKE : Kirloskar /Venus / IVC / SKS / Zaloto / Audco). 100MMNB 420 Supply & fixing in position ISl marked cast iron double flanged dual plate type Non Return Valves (PN 1.6 Mpa) as per IS : 5312, part - I, including transportation to worksite, supply & fixing SS nuts, SS bolts, 3 mm thick rubber gaskets, complete with testing as per direction of the Engineer - in -charge.(MAKE : Kirloskar /Venus / IVC / Zaloto/ Audco). 100 NB 421 Supply, fixing, testing & commissioning of 20 mm bore and 30 meter long hose (high pressure rubber braided hose pipe as per IS:444) and hose reel suitable for 10 kg/sqcm operating pressure for first aid fire fighting conforming to IS : 884, with 180° full swing drum, fixing brackets, shut off gun metal / Stainless steel nozzle, 40 mm dia. hand fever operated isolating ball valve, connecting directly from the riser through 40 mm dia. G.l.pipe with sockets, elbows, nipples etc. including - providing operating instructions on a metal plate and fixing it near hose reel. The system shall be complete in all respects as per drawings and directions of Engineer-in-charge. (MAKE : Dunlop / Goodyear / Newage) 422 Providing gun metal/Stainless steel ISl marked 63 mm. dia. male Instantaneous pattern short branch pipes & 20 mm dia. Nozzle as per IS : 903, suitable for 10 kg/sqcm operating pressure and suitable for interconnections to hose pipe coupling as required. (MAKE : Minimax/Firex/Safex/Newaae) 423 Providing ISI marked RRL (IS : 636, type-A) fire hose pipe 15 meter long and 63 mm dia with ISI marked (IS : 903) gun metal / Stainless steel mate and female coupling bound and rivetted to hose pipes with copper rivets and copper wire complete as required. (MAKE:Jayshree / Newage) 424 Providing & fixing 100 mm dia dial pressure gauge complete in all respects. 425 Supply & installation of cast iron body 2 way 63 mm dia male instantaneous inlet coupling complete with cap and chain for fire brigade connection conforming to IS : 904 and making connection with fire fighting pipe or under ground water tank, completing the work in all respect as per the directions of the Engineer-in-charge. (MAKE: Firex / Safex / Minimax / Newage) 426 Providing and fixing weather proof standard fire hose cabinet (900 mm x 600 mm x 450 mm) outdoor type made of not less than 14 SWG MS sheet having glassed hinged door (5 mm thick clear glass) including necessary locking arrangement with handle for housing hydrant valve, two nos.15 meter long fire hose pipes, branch pipe as required as per drawings, including brackets for mounting accessories, painting (one coat primer and two coat of fire red colour). The cabinet shall be mounted on self standing mounted type MS Angle iron frame as required. The words FIRE HOSE to be painted on the box. 427 Constructing brick masonary chamber 90 x 90 x 120 cm inside with FPS brick work in cement mortar 1:5(1 cement: 5 fine sand) for sluice valve with S.F.R.C. cover and frame (heavy duty HD-20 grade designation), 560 mm internal diameter confirming to IS:12592, total weight of cover and frame to be not less than 182 Kg in cement concrete 1:2:4 and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortar 1:4 (1 cement: 4 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design . 428 Supply & Fixing automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump). (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS: 1520. (b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 900 lpm at 35 m Head 429 Providing and fixing danger notice plate of 200 mm X 150 mm made of mild steei at least 2 mm thick vitreous enamelled, white on both sides and with inscription in signal red colour on front side as required. PWD Miscellaneous Item. 430 providing and fixing of shock treatment chart written in English and Hindi both properly framed and glass covered as required. 431 Providingand layingof ISImarked Aluminium conductor, XLPE insulated, armoured, served, sheathed Cable 1100 V grade with terminal joints by palm or pin type cable sockets (lugs), insulating with tapes, double compression type brass and nickle plated compression glands. On surface, the cable run shall be on MS cable trey or fixed on M.S. clampsetc. of suitablesizeor asdirectedby engineer-in- charge, complete in all respects, in ground the cable shall be laid at a depth of 750 mm from ground Level including a cushion of 75 mm thick. Fine river sand alround, duly protected by bricks on sides and top including excavation and back filling of soil or laid in RCC hume pipe as calledfor. The armouring shall be property connected with the earth conductor by clamps etc. PWD Shedule. 16 sqmm 4 core. 432 Providing, fixing, testing and commissioning of manual call points break glass type housed in 16 SWG sheet steel housing in surface/ recess including making connections with wires complete in all respects and as per specifications. The manual call point should have an indicator, which should blink in stand by condition. 433 Providing, fixing, testing and commissioning of electronic hooters (hooters shall also be able to work as public address system sounders) housed in 16 SWG sheet steel housing suitable for wall / ceiling and surface / recess mounting including making connections with wires complete in all respects and as per specifications. 434 Providing, fixing, testing and commissioning of fire alarm main control and indicating panel, solid state modular card type to monitor all local/zonal control panels on each floor or directly detectors as per the case, puiser, timer for dual stage alarm facility complete with indicators, floor selector switches, stand by SMF battery, battery charger, battery box, connections to building automation system / Fire fighting pump panel etc. including Public Address System complete in all respect and as per specifications and requirements. The panel shall have facility of automatic dialling to 5 telephone numbers in case of alarm. The main control panel should give a distinct visual signal of the isolation of zone from the local indication panel. If all the zones at the local panel are isolated or if the fuse of the LCP gets blown, it should result in an open circuit fault indication at the Main Panel. 12 Zone main control panel. 435 Supply and laying of ISI marked Copper conductor PVCinsulated cable as per IS 1554 PVC sheathed 1100 volts grade.On surface the cable run shall be fixed by Gl clamps etc. of suitable size or on existing cable tray complete in all respect.The armouring of the cable shall be properly connectedwiththe earth conductor including fixing of palm or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and makingconnections complete in all respect including supply of clamps, lugs, tape etc. complete upto the satisfaction of E/I. 2x1.5 sq mm armoured 436 Providing, fixing, testing and commissioning of wall / ceiling mounted 240 Volts AC 5 W CFL type illuminated EXIT signs,150 x 400 mm having self glowing letters on its front white sheet with embossed asFIRE EXIT including the cost of builtin rechargeable batteries and battery charger suitable for 30 minute operation complete as required. 437 Providing and fixing SS strainer fabricated out of 1.6 mm thick stainless sheet with 3 mm dia holes with SS flange at the suction pipes of fire pumps. 100 mm dia 438 (a) Optical/Photoelectric type Heat detectors as per IS : 11360 -1985 of photo-optic sensing chamber, 12/24 volt D.C., twin visual alarm indicator Blink in stand by and Steady in alarm (LEDs) complete in all respectswith baseas required. 439 Supply, installation and testing of cylindrical type flanged air vessel tank, 450 mm dia, 2 m long and of 10 mm thick M.S., common for a set of fire pumps including flanged connection, suitable supporting legs etc. The air vessel tank shall be provided with 25 mm dia air release valve, stop cock, safety valve, pressure gauge, 25 mm dia drain valve, suitable pressure switches to operate main and jockey pumps, tested to min 20 KG/cm2 complete including painting with synthetic enamel paint of approved shade with all accessories as per direction of the E/I. 440 Wi-Fi & Communication 441 Wi-fi & Communication System 442 Architectural lights 443 Supply and fixing of 20 Watt LED COB Down light Round cast aluminum body. 444 Supply and fixing of 6 watt landscape/spot light. 445 Supply and fixing 5 watt of profile lights 446 Supply and fixing of 18 watt urban decorative garden LED Bollards light 447 Supply and fixing of 36 watt LED surface mounting panel 600x600mm False ceiling Light. 448 Astronomy & Indian Space Programme Gallery 449 Wall Panelling structure- 600 mm x 600mm horizontal and vertical grid frame made of 50mm x 50mm pine wood battons, upto height 2500mm.6MM water proof ply/acp sheet fixed and nailed with appropriate glue or adhesive. 450 Astronomy & Indian Space Programme themed panels made of laminated, digitally printed, 3D effects and pasted on structure 451 Astronomy & Indian Space Programme themed flooring made of linoleum, aluminium grid automobiles flooring, acrylic flooring as required with theme 452 Illuminated signage, illustrations, and information panels made of led, 3D graphics,and traslite 453 LCD/LED screens monitor 42 and 55 total 454 3D LCD laser projector for projection Mapping aligned and intigration with software and central server 455 Server
Contract Date: May 03, 2025 Contract Value : ₹ 11.02 Crore
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
50.
Drinking Water Supply and Sanitation #7276865 AOC
Tender For Supply Of All Materials, Labour For Construction Of Oht, Cwr, Ph, Sq, Bw, Distribution System, Rm, Tw With Scada Automation As Per Specifications In Tender Document Complete In All Respect Hardoi Npp Reorganization Wss Under Amrut 2.0, Supply of all materials, labour, T&P etc. for Construction of Over Head Tanks, CWR, Pump house, Staff Quarter, Boundary wall, gate, Site development, Supply of all materials for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of tubewells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the complete works to Hardoi Nagar Palika Prishad Reorganization water supply scheme on turn-key basis Under AMRUT 2.0 Programme Sl. No. Item Description 1 A - Civil works :-Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings- 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintainingFGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge.The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 Over Head Tank - 1400 KL / 24 M Staging at Zone VI 3 Over Head Tank - 1100 KL / 24 M Staging at Zone IX 4 Structural Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house to accomadate 3 no of pumping plants and other appurtenant work etc as per IS 3370-1965 (Part I to IV) or its latest amendments. Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India. The design will be based on all relevant technical specification asgiven herewith in bid document. A separate room of not less than 3.00x3.00m in size should be provided by the side of the pump house for record keeping.Provision for fixing ofinlet pipe equivalent to no of TWs to be connected to CWRand over flow pipe of required dia with all necessary fittings such as sluice valve, NRVand their chamber as per design and specification and place decided by engineer in charge. The floor of pump house and top of CWR and the room provided at the side of pump house should be 25mm KOTA stone flooring. The size of CWR pump house should be such that all the motor pump starters O.C.B. cables, water level indicator all piping arrangement, reflex valve sluice valve etcmay be accommodated in the pump house.Architectural view and GA drawing of pump house shall be approved by department before execution of work.The pump house will be constructed with all appurtenant work such as fixing of door window grill shutter and collapsible door if required suitable gantry beam with rail electronic water level indicator as given in detail specification including necessary glazed door, Two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) 1 m wide RCC stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, Railing - 20 mm G.I. Pipe class - B in three rows with MS angle iron post 50x50x6 in one metre distance over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under:Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge. 5 Clear Water Reservoir - 500 KL at Zone VI 6 Demolishing of existing OHT in Zone VIDemolishing of existing over head tank capacity 2000 KL/ 18 M Staging by manually / mechanical process with proper barricating and necessary safety arrangements including stacking of serviceable materials i.e. pipes, steel, sluice valve etc. at a suitable & secured place with own expense of contractor and disposal of unserviceable materials/ scraps within distance of 8 km distance in municipal limit as per direction of engineer in charge including supply of all machinery, T&P, labour etc. required for proper completion of the work. 7 Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments.2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set.3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth.4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. 8 HDPE Pipe 90 mm dia 9 HDPE Pipe 110 mm dia 10 HDPE Pipe 140 mm dia 11 HDPE Pipe 160 mm dia 12 Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 13 DI Pipe (Class K-7) 200 mm dia 14 DI Pipe (Class K-7) 250 mm dia 15 DI Pipe (Class K-7) 300 mm dia 16 Risingmain :-Supply of following dia of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 17 DI Pipe (Class K-9) 200 mm dia 18 DI Pipe (Class K-9) 250 mm dia 19 Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge. 20 Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge. 21 80 mm dia 22 100 mm dia 23 125 mm dia 24 150 mm dia 25 200 mm dia 26 250 mm dia 27 Scoure valve 28 80 mm dia 29 Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete. 30 25 mm 31 Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge. 32 Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and designincluding supply & fixing of RCC cover etc. complete including all other necessary fitting as per direction of Engineer in charge. 33 Surface box type 34 Masonry type 35 For air valve 36 For fire Hydrants 37 Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work 38 Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level. 39 Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials. 40 B.O.E. road 41 Bituminous road 42 C.C. road 43 Interlocking road 44 Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 45 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 46 Brick on edge with bricks (100 % New) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 47 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. 48 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (PWD Road) 49 Surface layer painting in Bituminous road including supply of all materials, labour, T&P etc. required for proper complete of the workas per directions of engineer-in-charge. 50 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 51 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 52 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (100% new tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 53 Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge.up to 1.00 M 54 Crossing of Culvert/ nala upto 3.5M width using casing of pipes restoring than drain original condition for laying pipe line including supply and materials labour, T&P etc. complete 55 Crossing of Culvert/ nala from 3.5M to 7.0M width using casing of pipes restoring than drain original condition for laying pipe line including supply and materials labour, T&P etc. complete 56 Crossing of Road upto 3.5M for laying pipe line including supply and materials labour, T&P etc. complete. 57 Crossing of Road from 3.5M to 7.0 M for laying pipe line including supply and materials labour, T&P etc. complete 58 Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer (charges include for all type of NOC/Approval providing by concern department) 59 National Highway road crossing (upto 350 mm dia) 60 Railway line crossing (upto 350 mm dia) 61 Making interconnection in 90 to 500 mm dia AC/ P.V.C./ HDPE/DI pipes including supply, carting of specials, lowering them into tranches, cutting, fixing them in proper alignment and jointing including balling out of water, necessary excavation for connection and proper barricading including supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 62 400 mm to 400 mm 63 400 mm to 160 mm 64 400 mm to 90 mm 65 350 mm to 250 mm 66 350 mm to 160 mm 67 350 mm to 90 mm 68 300 mm to 90 mm 69 250 mm to 200 mm 70 250 mm to 90 mm 71 200 mm to 140 mm 72 200 mm to 90 mm 73 140 mm to 90 mm 74 110 mm to 90 mm 75 90 mm to 90 mm 76 Construction of drinking water house connection with distribution mains (HDPE, AC, DI, PVC) including dismantling in all type of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with temporary reinstatement of all type of road including supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. For New pipe Line 77 For 90 mm to 110 mm dia 78 For 140 mm to 160 mm dia 79 For 200 mm to 250 mm dia 80 For 250 mm to 300 mm dia 81 For 350 mm to 500 mm dia 82 For Existing pipe Line 83 For 90 mm to 110 mm dia 84 For 140 mm to 160 mm dia 85 For 200 mm to 250 mm dia 86 For 250 mm to 300 mm dia 87 For 350 mm to 500 mm dia 88 Permanent re-instatement of following type of road surfaces after laying of pipe line (for New & Existing house connection work) including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 89 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 90 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. 91 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 92 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 93 Repairing of leakages in existing pipe (HDPE, AC, DI, PVC) line including dismantling in all types of road, excavation of trench, bailing out of water repairing the joint, backfilling of earth and Permanent reinstatement of all types road in pipes of different dia including supply of all material, specials, machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 94 For 90 mm to 200 mm dia 95 For 250 mm to 500 mm dia 96 Supply and fixing of end cap (HDPE, AC, DI, PVC) & fixing of Sluice valve for dividing into separate zone including excavation of pit, bailing out of water, fixing the end cap and then again refilling the earth in the pit including supply of all materials, specials, machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 97 For 90 mm to 200 mm dia 98 For 250 mm to 500 mm dia 99 CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 4 Nos.Supply of all material T&P etc. required for construction of Pump House 04 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm above from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 100 Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 101 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 102 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work. 103 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 104 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 105 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 106 1.20 x 2.10 M1.00 x 2.10 M 107 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 108 Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation. 109 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 110 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 111 Lintels 112 Beam 113 Sun shades & Slab 114 Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc. 115 Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work. 116 150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 117 40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work 118 12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 119 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work. 120 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 121 20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand. 122 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 123 Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 124 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 125 The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 126 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 127 Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete. 128 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 129 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 130 Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. 131 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 132 Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 133 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 134 25x3mm 135 40x3mm 136 Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete. 137 Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge. 138 BUILDING WORK :-Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 139 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 140 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 141 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 142 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 143 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 144 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 145 Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. 146 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 147 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 148 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 149 Footing 150 Column 151 Plinth Beam 152 Lintels 153 Sun-shades & Slab 154 Stairs 155 Sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 156 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work 157 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 158 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 159 Supply and fixing of oxidized iron fittings of approved make for doors and window. 160 12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 161 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 162 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 163 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 164 Providing and fixing 1st quality vetrified floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting / dados (height 150 mm) over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 165 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 166 200x300 mm ceramic tiles over base with 12 mm thick 1:3 cement and coarse sand mortar in kitchen upto 60 cm high above platform, W.C. wall - 120 cm high and bathroom wall 1.80 m high including supply of all materials, labour, T&P etc. required for proper completion of the work. 167 Kitchen platform 18 mm thick polished kota stone over 12 mm thick 1:3 cement and coarse sand mortar including supply of all materials, labour, T&P etc. required for proper completion of work. 168 W.C. and bathroom floor 300x300 mm Antiskid/mattfinished ceramic tiles over 20 mm thick 1:4 cement & coarse sand mortar including supply of all material, labour, T&P etc. required for proper completion of the work. 169 Providing 45 cm wide and 25mm thick P.C.C apron in 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 20 to 40mm gauge stone ballast with finishing coat of neat cement including fixing of glass strips at desired intervals including supply of all materials,labour,T&P etc. complete. 170 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 171 25x3mm 172 40x3mm 173 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 174 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 175 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 176 Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete. 177 Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work. 178 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 179 Water supply & sanitary fittings Water supply & sanitary fittings Orissa Pan 580 mm with low level P.V.C. cistern (ISI marked) one W.H.B. 450x300 mm size stainless steel kitchen sink without drain board, one stainless steel soap tray with W.H.B. including glazed tiles in 600 m height one looking mirror with W.H.B., 500 litre P.V.C. storage tank etc. and also as per direction of Engineer-in-charge.Electrical provisionAll wiring, Fan hook in room & verandah, aquaguard or water purifier point in kitchen, power point in kitchen & bed room, computer and T.V./cable point in room, 16 Am point at a suitable place as per direction, exhaust point in kitchen, copper wiring in conduit, C.F.L. in all places of bulbs etc., 08 Nos. Flood light for campus lightning and also as per direction of Engineer-in-charge. Internal electrificaton, water supply and sanitary fittings including supply of all materials, labour, T&P etc. Complete. 180 Construction of septic tank and soak pit including all type of earth/soil excavation with supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge (for Staff Quarter only) 181 Construction of septic tank :- Septic tank shall be of first class brick work in 1:4 cement mortar the foundation and floor shall be of 1:3:6 cement concrete. Inside of septic tank shall be finished with 12 mm cement plaster and floor shall be finished with 20 mm cement plaster with 1:3 mortar mixed with standard water proofing compound. Upper and lower portion of soak-pit shalk be of second class brick work in 1:6 cement mortar and middle portion shall be of dray brickwork. Roof covering slabs and baffle wall shal be of precast R.C.C. The length of the connecting pipe from latrine seat including all type of earth/soil excavation with supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 182 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 183 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 184 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 185 Development work :-Construction of boundary wall, Gate with piller, site development, approach road (Zone 6 and 9) & repairing of boundary wall Gate with piller, site development, approach road (Zone 1, 2, 3, 4, 5, 7 and 8)campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50 M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 186 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 187 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 188 20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 189 12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL. 190 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 191 C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work. 192 12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 193 Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work. 194 Supply and fixing of barbed iron wire fencing to post in four rows including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of engineer in charge. 195 M.S. angle iron (50x50x6 mm) for barbed wire fencing and 2 meter distance including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of engineer in charge. 196 Concrete with cement, coarse sand and 20 mm approved stone ballast in proportion of 4:2:1 in including supply of all materials, labour, T&P etc. required for fixing M.S. Iron angle proper completion of the work. 197 Raised pointing with cement mortar 1:4 consisting or cement and local sand on brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 198 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 199 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 200 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate) 201 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (1.20 M wide wicket gate) 202 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 203 Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work 204 Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 205 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 206 Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect 207 Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge. 208 Supply of following items as per ditrection of engineer in charge 209 Office table (Godrej Make) (6x4 fit) with shelf and Glass 210 Office table (Godrej Make) (8x4 fit) with shelf and Glass 211 Computer table (Godrej Make) (4x3 fit) with Shelf 212 Revolving Chair (Godrej Make) 213 Office chair (Godrej Make) 214 Computer chair Revolving (Godrej Make) 215 Almirah (Godrej Make) 216 Almirah Glass rak (Godrej Make) 217 Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer 218 Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor) 219 Xerox machine wifi (HP, Canon, Samsung Make) 220 Color Printer wifi (HP Make) 221 Repairing work of existing pump house - 25 Nos. & Local Control Station room - 01 No.Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 222 Dismantling existing plaster over damage/cracked surface with stacking / proper disposal opf chiseld plaster including supply of all materials, labour T&P etc. required for proper completion of the work as directed by the engineer in charge. 223 Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work. 224 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 225 Repair for electric fitting 226 Reparing of floor in PCC 1:2:4 227 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 228 Repairing of 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide. 229 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 230 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 231 Door Frame (02 Nos.) 232 Window Frame (04 Nos.) 233 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 234 11.5 cm string or drip-coarse in 1:6 cement and local sand mortor 235 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 236 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 237 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 238 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 239 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 240 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 241 Supply & fixing of forciling for LCS room including supply and fixing of all assessories, all materials, Paits, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 242 Repairing for electric fittings, wiring for LCS room including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 243 Repairing work of existing Staff Quarter (1 Set)First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 244 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 245 Scraping old color washing and preparing the surface by removing loos material etc. including all labour and T&P ete complete 246 Repairing of 40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide 247 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 248 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 249 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 250 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 251 Door Frame (02 Nos.) 252 Window Frame (04 Nos.) 253 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 254 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 255 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 256 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 257 Repair for electric fitting 258 Repair for sanitation work 259 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 260 Repairing work of Existing Clear water reservoir cum pump house (500 KL at Zone 5 & 400 KL at Zone 8)Cleaning of Surface area of CWR including supply of all materials, labour, T&P etc. required for proper completion of the work.complete asper direction of Engineer-in-charge. 261 Providing and applying one coat of slurry of hydrophilic in nature for waterproofing treatment of internal surface of Tank. 262 Repairs of Tank wall, water tighteing work including all labour, material etc required for completion of work. 263 Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work. 264 Stacking/proper disposal of chiseld plaster as directed by the Engineer- in-charge 265 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 266 Repairs of cracks on concret surface of tank including all labour, material extraholding etc required for completion of work. 267 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 268 Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work. 269 Repair for electric fitting 270 Reparing of floor in PCC 1:2:4 271 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 272 Repairing of 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide. 273 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 274 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 275 Door Frame (02 Nos.) 276 Window Frame (04 Nos.) 277 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 278 11.5 cm string or drip-coarse in 1:6 cement and local sand mortor 279 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 280 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 281 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 282 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 283 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 284 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 285 Repairing work of existing Over Head Tank (Zone - 1, 2, 3, 4, 5, 7 & 8)Supply and fixing on lightening Conductor on O.H.T. with proper arrangement and alignment including all labour and T&P etc. complete. The lightening conductor consisting of an elevation rod, down conductor and earth plate shall confrom with the standars as required by the Electircal Inspector of U.P from time to time, Any amendment, addition etc. suggested or required by the Electircal Inspector shall be carried out including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 286 Supply and fixing of water level indicator with suitable arrangement as per latest I.S. code including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 287 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 288 Repairs of O.H.T. wall, water tighteing workincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 289 Repairs of cracks on concret surface of OHT (Brase, Column, Bottom dom, top Dom etc complete) by guniting methodincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 290 Repairs & Replacement of OHT pipes & Specials including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 291 Repairs & Replacement of Valves & carting including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 292 Dismentling & reconstruction (including raising of flore of OHTincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 293 Replacment of both M.S. Ladder (inner & outer) & MS cover on top dome including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 294 Supply & fixing of medium class G.I. pipe in free roof on stair case, balconey and top domeincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 295 Supply & fixing of M.S. safty gate on stair case including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 296 Net on top dome wentincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 297 B - E&M worksConstruction of5 Nos Tubewell (1200 LPM )TRANSPORTATION 298 RIG MACHIN:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 299 AIR COMPRESSOR:-Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 300 O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 301 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 302 (DRILLING BORE) As per IS 2800 (Part I & II) 303 Barricading 304 Logging of Bore 305 Drilling of 600mm dia bore from G.L. to 60m BGL. 306 Drilling of 500mm dia bore from 60m BGL to 100m BGL. 307 Drilling of 500mm dia bore from 100m BGL to180m BGL. 308 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 160m BGL. 309 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 54 m BGL. 310 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 54 m BGL to 100m BGL. 311 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 160m BGL. 312 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :- 313 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 150X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 314 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 150X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 315 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 316 Development of tube well by 350 PSI air compressor 317 Development of tube well by 350 PSI air compressor 318 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 319 Development of tube well by 3 cusec O.P. Unit 320 Cutting of housing cover by gas cutter 321 Development of tube well by 3 cusec O.P. Unit. 322 Re-welding of Tube well cover by Electric welding 323 Watch & Ward during construction period. 324 TEST:-Chemical and bacteriological test. 325 Pumping plant with piping and valves ( 1200 LPM) for 3 Nos T/W 326 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 20 Mtr. Head and 10 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 327 Spare column pipe heavy duty 150 mm Size 328 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 329 SCADA compatable chlorinating system 330 SITC of servo Stabilizer 10 KVA or suitable capacity 331 Sluice valves with motor operated actuator valves of size 150 mm 332 CE/UL Certified electromagnetic flowmeter of size 150mm 333 Soft starter 7.5 KW or suitable capacity 334 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 335 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 336 CE/UL Certified Pressure transmitter 337 Pumping plant with piping and valves ( 1200 LPM) for 2 Nos T/W 338 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 46 Mtr. Head and 25 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 339 Spare column pipe heavy duty 150 mm Size 340 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 341 SCADA compatable chlorinating system 342 SITC of servo Stabilizer 25 KVA or suitable capacity 343 Sluice valves with motor operated actuator valves of size 150 mm 344 CE/UL Certified electromagnetic flowmeter of size 150mm 345 Soft starter 22 KW or suitable capacity 346 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 347 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 348 CE/UL Certified Pressure transmitter 349 Pumping plant for zps (zone-6) 350 PUMPING PLANTS:Supply of 3000 LPM at 33 mtrs. Head Synchrous speed1500 RPM Water Lubricant VT Pump with squirrel cage induction motor 40 HP suitable for above pump with TEFC enclosure including base plate along with coupling, coupling guard, foundation, bolts, Etc in all respect. 351 MAIN PIPING AND VALVES 352 D.I. Reflux valve 200 mm dia . 353 200 mm dia Sluice valve with actuater suitable for SCADA operation. 354 Common Header (for all pumps) 355 D.I. D/F Distance piece 250mm dia 0.5 mtr. Long 356 D.I. D/F Distance piece 250 mm dia 1 mtr. long 357 D.I. D/F Distance piece 250 mm dia 1.5 mtr. Long 358 D.I. D/F Distance piece 250 mm dia 2 mtr. Long 359 D.I. D/F Distance piece 250 mm dia 3 mtr. long. 360 D.I. D/F 900 bend 250 mm dia 361 D.I. Tee 250 x 200 x 250mm Tee A/F 362 Sluice valve 250 mm dia with actuater suitable to SCADA operation 363 DI D/FReflux valve 250 mm dia 364 Bye Pass Arrangement:- 365 A/F Tee 250x250x250 mm dia 366 Sluice valve 250mm dia with actuater suitable to SCADA operation 367 Dismantling joints for Commmon Header and Flowmeter for 250 mm dia 368 CE/UL Certified Electromagnetic FLOW METER:250 mm dia size 369 Electrical Items 370 Supply of 3 core 25 sq. mm. unarmoured Copper conductor cable from panel to starter and starter to respective motors with lugs etc. 371 Supply of 3.5 core 95 sq. mm. Aluminium armoured cable from LT Control Panel to Motor control panel. 372 MOTOR CONTROL PANNEL :-Supply of M.S. Fabricated Dust and Vermin Proof, Cubical Type, Floor Mounted Control Panel compatible to SCADA with RS485 Port consisting including all necessary equipments and protection devices as following :-INCOMING :-1 No. 200 Amp. M.C.C.B. motorizes & microprocessor based.OUTGOING :- (i) 3 Nos. 100 Amp. microprocessor based MCCB with Soft starter RS 485 Port- 400 V Class,30 KW (40 HP), Rating(ii) 1 No. MCCB 32 Amp for lighting and fan(iii) 2 No. MCCB 63 Amp for Auxiliary Load 373 Supply of microproceesor based three phase sensing power factor correction relay panel, IEC/EN 61000-6- (2&4) communication interface with RS 485, indication of switching on units, auto /manual status and shall have over load protection, no volt release, having multi parameterlike KW, KVA, KVAR rating capacity of 50 KVAR or suitable capacity 374 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of followint rating: 375 200Amp Rating 376 CE/UL Certified Radar type Level Transmiter for CWR 377 CE/UL Certified Pressure transmitter for each pump. 378 Earthing Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Control Panel) 379 Installation of all Equipments, Power wiring of Electrical equipments with cable tray, cable lugs, cable gland and commissioning of the pumping plants 380 3 Ton / 12 mtr. Lift chain pulley Block with four way motion HOT, Gantry I-section Girder, square rod with travelling trolley. 381 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). 382 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. 383 Internal & External electrification of Pumping plant. 384 Tools & Sppanners Complete. 385 Electromegnatic dozzer of suitable capacity SCADA compatible 386 CE/UL approved manufacturers Surge protector for all AC control supplies of all equipments. 387 Installation, commissioning & testing of Automation related equipments for ZPS 388 Trial run for 3 month period for one ZPS 389 12 watt solar based LED light with GI pole 390 SCADA of ZPS FOR ZONE -6 391 CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at muliple stations with Control Panel as specified in tender technical specification. 392 G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 393 CE/UL Certified Intelligent Smart Energy Meter 394 Complete cabling for ZPS including all power & control cable of all equipments at ZPS and OHT (Upto 3 Pumps) 395 Security Survelliance IP Camera with Recorder (optional) 396 Automation of Units of all zone T/W 397 CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 398 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents. 399 CE/UL Certified Intelligent energy meters 400 Auto phase reversal Unit 100 Amp 401 CE/UL Certified Surge Protector for control panel 402 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 403 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 404 Installation,Testing and commissioning 405 Trial run 3 months 406 SUB STATION FOR ZPS ZONE-6 407 H.T.Panel( Comprising with 1 no. incomingand 2 -Outgoing. Supplying of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation 408 Transformer Supplying of 160 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. 409 Main L.T. PanelSupply of LT Panel comprisiing of following details. 02 No. 200 Amp. Incoming MCCB Panel shall be mechanically and electrically interlocked completely and 01 Nos 200 Amp MCCB as Outgoing and 01 Nos 80Amp Outgoing for Auxiliary Load suitable for SCADA and all necessary protection equipments and metering equipment as per requirement. 410 Supply of 120 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer. 411 Supply of H.T. Cable end termination joint kit. 412 Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. 413 Supply of 1.1 KVgrade 95 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel. 414 Installation and commissioning of 11 KV/0.44KV, substations including 100 KVA, Transformer including HT Panels and L.T.Panel with cable tray, cable lug, cable gland including all labor T&P complete in all respect. 415 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. 416 Heavy Duty leak proof fire bucket as per IS 2546/1974 417 Fire bucket stand for 6 bucket 418 Internal & External electrification of Sub-Station 419 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). 420 NOC for substation from safety department 421 S.I.T.C of followings E/M items at OHT (zone-06) 422 CE & UL certified Radar type level tranmitter for OHT 423 Motor OperatedActuator with Sluice Valve/Flow control valve (350 mm )-DMA 1 424 CE / UL certified Electromagneticflowmeter of size:350mm-DMA-1 425 Dismantelling joint 350 mm-DMA-1 426 Motor OperatedActuator with Sluice Valve/Flow control valve (300 mm )-DMA 2 427 CE / UL certified Electromagneticflowmeter of size:300mm-DMA-2 428 Dismantelling joint 300 mm-DMA-2 429 S.I.T.C of followings E/M items at OHT(zone-9) 430 CE & UL certified Radar type level tranmitter for OHT 431 Motor OperatedActuator with Sluice Valve/Flow control valve (250 mm )-DMA 1 432 CE / UL certified Electromagneticflowmeter of size:250mm-DMA-1 433 Dismantelling joint 250 mm-DMA-1 434 Motor OperatedActuator with Sluice Valve/Flow control valve (200 mm )-DMA 2 435 CE / UL certified Electromagneticflowmeter of size:200mm-DMA-2 436 Dismantelling joint 200 mm-DMA-3 437 Stablizer for ZPS3 Phase AC automatic voltage stabilizer for 125 KVAor suitable capacity 438 Local Control Station (LCS) 439 CE/UL & BIS Certied industrial grade LED MONITOR with latest configuration as per specification. 440 Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments. 441 CE/UL Certied 3 KVA UPS with batteries as per spec mentioned in technical bid doucments. 442 Full development version of required TAGS SCADA Software with coustomization of Software for MCS as per requirement as per spec mentioned in technical bid doucments. 443 CE/UL Certied local control room PLC with redundant CPU & power supply at MCS in IP54 inclouser as spec mentioned in technical bid doucments. 444 GSM based wireless/Broadband/Equipment communication system forPLC capable to transfer & received data and gather data from remote sites to control stations. All accessories included signal enhancer antenna along with running expences till DLP 445 CE/UL Ceritified Firewall for network protection 446 SURGE PROTECTOR FOR ETHERNET Communication Protection 447 CE/UL Ceritified Industrial grade Ethernet switch. 448 CANON/H.P. or equivalent Laser Printer 1018 or equivalent. 449 Security Survelliance IP Camera for with recorder 450 Installation, commissioning & testing 451 Test and Trial run for 3 Months period 452 Three month trial ofZPS(zone -6)Quantity of sodium hypochloridr require for three month for ZPS 453 Three month trial ofall zoneTubewell 454 Quantity of sodium hypochloridr require for three month for all tubewell 455 Provision for operation of pumping plant (each tubewell 3 No oprator)
Contract Date: Apr 24, 2025 Contract Value : ₹ 30.35 Crore
Government Departments No of Bidders 3
Uttar Pradesh View Result →
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