Public Health Engineering Department-PHED has published Work Of Rajasthan Rural Water Supply And Fluorosis Mitigation Project Phase Iipackage-1 ( Surajgarh-Udaipurwati ) District Jhunjhunu For Providing Functional House Tap Connections Under Jal Jeevan Mission Having 285 Villages With Their Oh And 2 Townsur. Submission Date for this Tender is 11-09-2023. Water Pipe Line Tenders in jhunjhunu Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Jul-2023 | BOQ REPLACE | BOQ | 16-08-2023 |
| 2 | 28-Jul-2023 | ADDENDUM-2 | Technical Bid | 16-08-2023 |
| 3 | 16-Aug-2023 | CORRIGENDUM 1 | Date | 28-08-2023 |
| 4 | 28-Aug-2023 | DATE EXTEND.. | Date | 11-09-2023 |
| Sl. No. | Item Description |
| 1 | PRICE SCHEDULE - DESIGN BUILD (SECTION I) |
| 2 | Survey, design, 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 employer"s requirement complete in all respect. (excluding earth work)as per specifications and employer"s requirement complete in all respect. 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. |
| 3 | 100 mm |
| 4 | 150 mm |
| 5 | 200 mm |
| 6 | 250 mm |
| 7 | 300 mm |
| 8 | 350 mm |
| 9 | 400 mm |
| 10 | 450 mm |
| 11 | 500 mm |
| 12 | Survey, design, providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9gradeS&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 employer"s requirement complete in all respect. (excluding earth work)as per specifications and employer"s requirement complete in all respect. 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. |
| 13 | 150 mm |
| 14 | 250 mm |
| 15 | 450 mm |
| 16 | Survey, design, providingg, 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 employer"s requirement complete in all respect 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. |
| 17 | HDPE PE-80PN-6 |
| 18 | 75 mm |
| 19 | 90 mm |
| 20 | 110 mm |
| 21 | Survey, design, 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 employer"s requirement complete in all respect of following class and diameter. (excluding earth work).as per specifications and employer"s requirement complete in all respect. 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.. |
| 22 | HDPE PE-80PN-6 |
| 23 | 125 mm |
| 24 | 140 mm |
| 25 | 160 mm |
| 26 | 180 mm |
| 27 | 200 mm |
| 28 | 225 mm |
| 29 | Survey, design, 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 outside 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 and employer"s requirement complete in all respect; (excluding earthwork,internal lining and outer coating). as per specifications and employer"s requirement complete in all respect. 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. |
| 30 | OD 323.9 mm and thickness 4.50 mm |
| 31 | OD 355.6 mm and thickness 5 mm |
| 32 | OD 406.4 mm and thickness 5 mm |
| 33 | OD 457 mm and thickness 5 mm |
| 34 | OD 508 mm and thickness 5 mm |
| 35 | OD 610 mm and thickness 5.8 mm |
| 36 | OD 711 mm and thickness 6.3 mm |
| 37 | OD 813 mm and thickness 7.1 mm ( For CWR inter connection) |
| 38 | OD 914 mm and thickness 8.0 mm |
| 39 | OD 813 mm and thickness 7.1 mm |
| 40 | OD 1016 mm and thickness 8.8 mm |
| 41 | OD 1118 mm and thickness 8.8 mm |
| 42 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical Specifications and employer"s requirement complete in all respect:3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating .As per specifications and employer"s requirement complete in all respect. |
| 43 | Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and employer"s requirement complete in all respect. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water. As per specifications and employer"s requirement complete in all respect. |
| 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 | For HDPE pipe line dia up to 110 mm |
| 46 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 47 | For dia of pipe above 150 mm and up to 350 mm nominal. |
| 48 | For dia of pipe above 350 mm and up to 700 mm nominal. |
| 49 | For dia of pipe above 700 mm and up to 1000 mm nominal. |
| 50 | 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 .:In soft Rock |
| 51 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 52 | For dia of pipe above 150 mm and up to 350 mm nominal. |
| 53 | For dia of pipe above 350 mm and up to 700 mm nominal. |
| 54 | For dia of pipe above 700 mm and up to 1000 mm nominal. |
| 55 | 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 |
| 56 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr.includingtakingouttheexcavatedsoil and depositing and refilling of jhiri with watering and ramming and disposals of surplusexcavatedsoilasdirectedwitha lead in a 50 meter. Ordinary rock |
| 57 | Add extra over item no 1.8 and 1.9 for every additional lift of 1.5 mtr. or part trereof: In all kind of soils |
| 58 | 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(ammended 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 fastners - CS/ Galvenised 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 mateial, labour, testing and commissioning as per Technical Specifications and employer"s requirement complete in all respec. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 59 | Class PN 1.6 |
| 60 | 40 mm dia |
| 61 | 50 mm dia |
| 62 | 80 mm dia |
| 63 | 100 mm dia |
| 64 | 150 mm dia |
| 65 | 200 mm dia |
| 66 | 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 Fastners - CS/ Galvenised 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 mateial, labour, testing and commissioning as per Technical Specifications and employer"s requirement complete in all respec. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 67 | 200 mm |
| 68 | Survey, design, Providing, lowering, laying, alingning, fixing in position in pipe line Zero Velocity Valvesas per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and employer"s requirement complete in all respect. |
| 69 | 1000 mm dia |
| 70 | 1100 mm dia |
| 71 | 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 technical specifications and employer"s requirement complete in all respect.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 72 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 73 | 80 mm dia |
| 74 | 100 mm dia |
| 75 | 125 mm dia |
| 76 | 150 mm dia |
| 77 | 200 mm dia |
| 78 | 250 mm dia |
| 79 | 300 mm dia |
| 80 | 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 confirfing 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 technical specifications and employer"s requirement complete in all respect. 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 | 80 mm dia |
| 83 | 100 mm dia |
| 84 | 125 mm dia |
| 85 | 150 mm dia |
| 86 | 200 mm dia |
| 87 | 250 mm dia |
| 88 | 300 mm dia |
| 89 | 350 mm dia |
| 90 | 400 mm dia |
| 91 | 450 mm dia |
| 92 | 700 mm dia. With Gear |
| 93 | 800 mm dia ( For CWR Inter connection) |
| 94 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 95 | 80 mm dia |
| 96 | 100 mm dia |
| 97 | 125 mm dia |
| 98 | 150 mm dia |
| 99 | 200 mm dia |
| 100 | 300 mm dia |
| 101 | Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedupto date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning as per technical specifications and employer"s requirement complete in all respect. Note: Rates are exclusive of tail piece/ dismantling joints and earth work |
| 102 | Class PN 1.0, Manually Operated with Gear- Junction/isolation |
| 103 | 400 mm dia |
| 104 | 450 mm dia |
| 105 | 700 mm dia |
| 106 | 800 mm dia |
| 107 | Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and employer"s requirement complete in all respect. Class PN 1.0 |
| 108 | 80mm dia |
| 109 | 100mm dia |
| 110 | 125mm dia |
| 111 | 150mm dia |
| 112 | 200mm dia |
| 113 | 250mm dia |
| 114 | 300mm dia |
| 115 | 350mm dia |
| 116 | 400mm dia |
| 117 | 450mm dia |
| 118 | 500mm dia |
| 119 | 600mm dia |
| 120 | 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 employer"s requirement complete in all respect. |
| 121 | 700 mm dia |
| 122 | 800 mm dia. |
| 123 | 900 mm dia. |
| 124 | 1000 mm dia |
| 125 | Providingandlayinginpositionspecified grade of reinforced cement concrete includingcuringcompactionfinishingwith rendering in cement sand mortar 1:3 (1- Cement:3-coarsesand)and making good the jointsexcludingthecostofcentering, shuttering and reinforcement.All work up to plinth level : |
| 126 | 1:2:4(1-Cement:2-coarsesand:4-graded stone aggregate 20 mm nominal size). |
| 127 | Providingandfabricatingreinforcementfor 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. |
| 128 | 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. |
| 129 | Survey,Design Construction ofRCC Air Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification andemployer"s requirement . |
| 130 | Valve Chamber size1.50X1.20X1.60 |
| 131 | Valve Chamber size2.40X 2.10X2.40 |
| 132 | Provision for inter connection of 800 mm dia pipe line with existing 1500 mm dialine at Jhunjhunu, as per employer"s requirement complete in all respect |
| 133 | AIR VALVE PILLAR – Survey,Design Construction ofRCC Air valve pillar of following size including required earth work (PCC 1:4:8 )circular pillar of M-20 cement concreteof suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification andemployer"s requirement. |
| 134 | Air valve piller 25 mm |
| 135 | Air valve piller 40 mm |
| 136 | Air valve piller 50 mm |
| 137 | Air valve piller 80 mm |
| 138 | Air valve piller 100 mm |
| 139 | Air valve piller 150 mm |
| 140 | Air valve piller 200 mm |
| 141 | VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification andemployer"s requirement. |
| 142 | Valve Chamber size0.90X1.20 X1.60 |
| 143 | Valve Chamber size1.50X1.20 X1.80 |
| 144 | Valve Chamber size1.50X1.80 X2.10 |
| 145 | Valve Chamber size1.80X2.10 X2.40 |
| 146 | Valve Chamber size2.40X2.10X2.60 |
| 147 | VALVE CHAMBER- Survey, design, Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification andemployer"s requirement . |
| 148 | Valve Chamber size2.40X2.10 X2.60 |
| 149 | Survey, design,Construction of RCC valve chamber forAIRValve on different Size of Pipes 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 & "AA" class LoadingFerro-Cement drain covers, including cost of steel reinforcement not less than 80kg per cum CC, form work, Air vent pipe (GI/MS) of proper size (50 mm to 125 mm), proper curing of concrete work complete in all respect as per standard specifications and drawings and employer"s requirement. For AIR VALVES |
| 150 | Pipe size up to 300 mm (1.50 X1.80 X1.80 |
| 151 | Pipe size 350 mm to 600 mm (1.50 X 1.80X2.10) |
| 152 | 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 andemployer"s requirement |
| 153 | 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 employer"s requirement. |
| 154 | Bituminous courses |
| 155 | Granular courses |
| 156 | Providing and laying in position cement concretenominal 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 employer"s requirement. |
| 157 | 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 employer"s requirement. |
| 158 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 159 | Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and employer"s requirement. |
| 160 | Survey, design, Providing, laying and jointing RCC NP4pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects,including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per specification and employer"s requirement. (Internal Dia In MM) (Cassing Pipe)In All type Soil |
| 161 | 600 mmdia RCC pipe |
| 162 | 700 mm dia RCC pipe |
| 163 | 800 mm dia RCC pipe |
| 164 | 900 mm dia RCC pipe |
| 165 | 1000 mm dia RCC pipe |
| 166 | 1400 mm dia RCC pipe |
| 167 | Survey, design, Supply and Pushing ofMS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per 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 (upto 3 metre depth)with proper protection at three sites with shoring sheets and ISMB"s. ProvidingMS cuttingedges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, as per technical specifications and employer"s requirement complete in all respectr. |
| 168 | 1100 mm dia 16 mm thick casing pipe |
| 169 | 1400 mm dia 16mm thick casing pipe |
| 170 | Structuralsteelworkinsinglesectionfixed with connecting plateincluding cutting, hoisting,fixinginpositionandapplyinga primingcoatofapprovedsteelprimerall completeaboveplinthlevelupto4.5Mtr. heightinR.S.Joist,flats,tees,anglesand channels. |
| 171 | Structural steel work welded in built up sections,trussesandframedworkincluding cutting, hoisting, fixing in position and applyingaprimingcoatofapprovedsteel primerallcomplete aboveplinth levelup to 4.5Mtr.height inR.S.Joists flats, tees, angles and channels. |
| 172 | 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. |
| 173 | Hot rolled deformed bars (IS : 1139). |
| 174 | Survey, design, Providing and laying RCC NP4 pipe (with steel pushing collar) jointing with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit upto 3 metre depth with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, crane for handling of pipes, and any other machinery, tool & tackles required, complete in all respect as per specification and the employer"s requirement. ( Internal Dia In MM) ( Road Cassing Pipe) |
| 175 | 200mm dia |
| 176 | 250mm dia |
| 177 | 300mm dia |
| 178 | 400mm dia |
| 179 | 500mm dia |
| 180 | Survey, design, 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 employer"s requirement. Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 181 | 300 mm Dia 8 mm thick casing pipe. |
| 182 | 400 mm Dia 8 mm thick casing pipe . |
| 183 | 500 mm Dia 8 mm thick casing pipe . |
| 184 | 600 mm Dia 10 mm thick casing pipe . |
| 185 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 186 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 187 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 188 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 189 | Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work. |
| 190 | 100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m) |
| 191 | 125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m) |
| 192 | Survey, design, 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, employer"s requirement 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 employer"s requirement, Technical Specification and employer"s requirement .Excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement (Paidas per BOQ), but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. |
| 193 | RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M |
| 194 | 100KL |
| 195 | 150KL |
| 196 | 200KL |
| 197 | RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M |
| 198 | 100KL |
| 199 | 150KL |
| 200 | 200KL |
| 201 | 250KL |
| 202 | 300KL |
| 203 | 400KL |
| 204 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M |
| 205 | 100KL |
| 206 | 150KL |
| 207 | 200KL |
| 208 | 250KL |
| 209 | Survey, design, Construction of RCC flat slab Over 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, employer"s requirement 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 employer"s requirement, Technical Specification and employer"s requirement . Note:-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. |
| 210 | RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 15 M |
| 211 | 50 KL |
| 212 | 75 KL |
| 213 | Survey, design, Construction of RCC Circular Ground Service Reservoirs on Hillockof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/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 to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, employer"s requirement 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 employer"s requirement, Technical Specification and employer"s requirement.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 |
| 214 | 100 KL |
| 215 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 rntr. jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect upto and from valve chamber as per direction of EIC, Technical Specification and employer"s requirement. (Size in MM) |
| 216 | 100 mm dia |
| 217 | 150 mm dia |
| 218 | 200 mm dia |
| 219 | 250 mm dia |
| 220 | Survey, design, 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 employer"s requirement. (EMF) Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 221 | 80 mm dia |
| 222 | 100 mm dia |
| 223 | 125 mm dia |
| 224 | 150 mm dia |
| 225 | 200 mm dia |
| 226 | 250 mm dia |
| 227 | 300 mm dia |
| 228 | 400 mm dia |
| 229 | 450 mm dia |
| 230 | 500 mm dia |
| 231 | 600 mm dia |
| 232 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm typePressure Reducing / Flow ControlValve of approved make of following Pressure rating & dia complete and of following specifications:Body & Bonet -Ductile cast iron of grade GGG40/GGG50 as per DIN 1693or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM(FDA / WRASapproved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsiteStem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush-Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal-EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug -Stainless Steel, AISI-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.nsersion 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 employer"s requirement. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 233 | Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6) |
| 234 | 100 mm dia |
| 235 | 125 mm dia |
| 236 | 150 mm dia |
| 237 | FLOW METER HUT -Survey, design,Construction ofRoom for Flow Meter ( Flow meter hut), work including require earth work,PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window complete as per specification,employer"s requirementand general arrangment Drawing. (Size 2.50X2.50M) |
| 238 | BOUNDRY WALL -Survey, design,Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing,employer"s requirementand 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. |
| 239 | 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. |
| 240 | Providing, lowering, laying, aligning, fixing in position at all level/depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 241 | Plain ended CI specials including tail piece, spigot end and socket end |
| 242 | Upto 300 mm |
| 243 | 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 (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,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwedtype shall have external pipe threads conforming to IS:554,Fasteners - CS.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. 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. |
| 244 | Class PN-1.0 |
| 245 | 25 mm S-1 Type |
| 246 | 40 mm S-1 Type |
| 247 | 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 employer"s requirement. |
| 248 | 50 mm |
| 249 | 65 mm |
| 250 | 80 mm |
| 251 | 100 mm |
| 252 | 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 employer"s requirement. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 253 | 80 mm |
| 254 | 100 mm |
| 255 | 125 mm |
| 256 | 150 mm |
| 257 | 200 mm |
| 258 | VTC - Survey, design, Construction ofvillage lavel transfer chamber and meter room, work including require earth work PCC 1:4:8 under floor & for foundation, walls of chmber constrected by RCC M-20, with Fiber reinforced Ferro cement drain cover (light duty). Construction of brick masonary meter room above GL,23 cm thick Brick masonary walls over stone masonary foundation coverd by RCC roof, CC flooring, MS sheet door with locking arrangments |
| 259 | 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) |
| 260 | 80 mm thick. |
| 261 | Survey, design, 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 specifications and employer"s requirement complete in all respect. 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. |
| 262 | Design,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 employer"s requirement and direction of Engineer in Charge of following range of duty conditions. |
| 263 | CPS BALODA TO ESR JAITPUR & 3 ESR (Q- 18 LPS H-75.1M) 22 KW |
| 264 | CPS BALODA TO ESR KULOTH KALAN & 3 ESR (Q- 24 LPS H-43.2M) 15 KW |
| 265 | CPS BALODA TO ESR DHOOLWA & 4 ESR (Q- 34 LPS H-60.3M) 30 KW |
| 266 | CPS PANTHROLI TO ESR BHALOTH &5 ESR (Q- 30 LPS H-64.3 M) 30 KW |
| 267 | CPS PANTHROLI TO ESR PACHERI KHURD & 5 ESR (Q- 37 LPS H-69.1M) 37 KW |
| 268 | CPS PANTHROLI TO ESR LALAMANDI & 4 ESR (Q- 24 LPS H-70.8M) 30 KW |
| 269 | CPS SURAJGARH TO ESR AGWANA KHURD & 9 ESR (Q- 53 LPS H-54.9M) 45 KW |
| 270 | CPS SINGHANA TO ESR DOOMOLI KHURD & 4 ESR (Q- 37 LPS H-35.8M) 22 KW |
| 271 | CPS SINGHANA TO ESR KHANPUR & 3 ESR (Q- 34 LPS H-70M) 37 KW |
| 272 | CPS SINGHANA TO ESR BHAINSAWAT KHURD & 4 ESR (Q- 34 LPS H-65.9M) 37 KW |
| 273 | CPS BUHANA TO ESR SAHAR & 4 ESR (Q- 26 LPS H-51.8M) 22 KW |
| 274 | CPS BUHANA TO ESR BADBAR (EX.) & 6 ESR (Q- 33 LPS H-41.7M) 22 KW |
| 275 | CPS BUHANA TO ESR BHIR (EX.) & 6 ESR (Q- 22 LPS H-51M) 18.5 KW |
| 276 | CPS GADA KHERA TO ESR GOTH & 5 ESR (Q- 28 LPS H-56.8M) 30 KW |
| 277 | CPS GADA KHERA TO ESR SILAPURI & 1 ESR (Q- 20 LPS H-67.5M) 22 KW |
| 278 | CPS GADA KHERA TO ESR HEERWA & 4 ESR (Q- 36 LPS H-57.5M) 30 KW |
| 279 | CPS GADA KHERA TO ESR KIDHWANA (EX.) & 8 ESR (Q- 23 LPS H-54.1M) 18.5 KW |
| 280 | TPS CHIRAWA TO CPS SINGHANA-GADAKHERA & 3 CPS (Q- 164 LPS H-68M) 160 KW |
| 281 | TPS CHIRAWA TO CPS SURAJGARH (Q- 165 LPS H-10M) 22 KW |
| 282 | CPS GUDA GORJI TO ESR KHATKAR & 5 ESR (Q- 23 LPS H-50.2M) |
| 283 | CPS GUDA GORJI TO ESR DHAMORA & 6 ESR (Q- 30 LPS H-70.2M) |
| 284 | CPS RAGHUNATHPURA TO ESR RAGHUNATHPURA &3ESR (Q- 18 LPS H-34.9M) |
| 285 | CPS RAGHUNATHPURA TO ESR SIGNOR & 3 ESR (Q- 23 LPS H-35M) |
| 286 | CPS SEETHAL TO ESR BARAGAON & 3 ESR (Q- 22 LPS H-32.9M) |
| 287 | CPS SEETHAL TO ESR BHATIWAR & 3 ESR (Q- 28 LPS H-71.9M) |
| 288 | CPS SEETHAL TO ESR CHHAOSARI & 3 ESR (Q- 21 LPS H-59.7M) |
| 289 | CPS CHANWARA TO ESR HEERWANA & 2 ESR (Q- 18 LPS H-45.3M) |
| 290 | CPS CHANWARA TO ESR KISHORPURA & 4 ESR (Q- 21 LPS H-50.2M) |
| 291 | CPS CHANWARA TO ESR PONKH & 3 ESR (Q- 22 LPS H-46.1M) |
| 292 | CPS CHANWARA TO ESR PONKH & 3 ESR (Q- 29 LPS H-68.7M) |
| 293 | CPS MANAKSAS TO ESR PACHLANGI & 7 ESR (Q- 38 LPS H-51.9M) |
| 294 | CPS MANAKSAS TO ESR BAGOLI & 5 ESR (Q- 23 LPS H-29.8M) |
| 295 | CPS MANAKSAS TO ESR BAGOLI (EX.) & 5 ESR (Q- 23 LPS H-50.3M) |
| 296 | IPS JHUNJHUNU TO IPS SEETHAL (Q- 197 LPS H-45.8M) |
| 297 | IPS SEETHAL TO IPS GUDA GORJI (Q- 166 LPS H-64.9M) |
| 298 | IPS GUDA GORJI TO CPS CHANWARA CPS MANAKSAS (Q- 124 LPS H-75.4M) |
| 299 | IPS GUDA GORJI TO CPS RAGHUNATHPURA CPS UDAIPURWATI (Q- 145 LPS H-56.8M) |
| 300 | CPS UDAIPURWATI TO ESR CHHAPOLI & 4 ESR (Q- 35 LPS H-119.8M) |
| 301 | CPS UDAIPURWATI TO ESR DHANAWATA & 1 ESR (Q- 12 LPS H-97.6 M) 18.5 KW |
| 302 | CPS SEETHAL TO ESR BAJAWA & 3 ESR (Q- 17 LPS H-54.7M) 15KW |
| 303 | CPS CHANWARA TO ESR HEERWANA & 2 ESR (Q- 18 LPS H-45.3M) 15KW |
| 304 | CPS UDAIPURWATI TO PS JAMATA UDAIPURWATI (Transfer) (Q- 72 LPS H-12.4M) 15 KW |
| 305 | PS JAMATA UDAIPURWATI (Transfer) TO ESR WARD-10 & 2 (3ESR) (Q- 17 LPS H-32M) 11 KW |
| 306 | PS JAMATA UDAIPURWATI (Transfer) TO ESR JAMATA- CHUNGI-BANI & WARD -24 (Q- 36 LPS H-53.5M) 30 KW |
| 307 | PS JAMATA UDAIPURWATI (Transfer) TO ESR JAMATA- ESR WARD-10-12-13-15-DANGI & GLSR (6 ESR) (Q- 45 LPS H-47.7M) 37 KW |
| 308 | CPS SURAJGARH TO ESR WARD NO. 24, 17 & JATON KA BAS (3ESR) (Q- 36 LPS H-35.6M) 18.5 KW |
| 309 | CPS SURAJGARH TO ESR WARD NO. 4, 11, 16& PHED CAMPUS (4ESR) (Q- 39 LPS H-34.2M) 22 KW |
| 310 | Design, Supply, erection testind and commissioning ofpumpwith HT motor (3.3 KV HT Motor ) of approved duty conditions as per scopeof the work and specifications . Head 60 mtr.Discharge 493 LPS( 360 KW) AT MALSISR FOR CHIRAWA |
| 311 | Design, 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 employer"s requirement. 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, employer"s requirement and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 312 | CWR GIRAWARI TO ESR GIRAWARI (Q- 7 LPS H-24.6M) -3.7 KW(5.0 HP) |
| 313 | CWR GUDA TO ESR GUDA (Q- 17 LPS H-26.9M) 7.5 KW (10HP) |
| 314 | CPS UDAIPURWATI TO ESR NANGAL & 2 ESR (Q- 15 LPS H-32.7M) |
| 315 | CWR GHARDANA KHURD TO ESR GHARDANA KHURD & 1 ESR (Q- 19 LPS H-44.1M) 15 KW |
| 316 | CPS BUHANA TO ESR BUHANA (P) & 2 ESR (Q- 18 LPS H-33M) 11 KW |
| 317 | 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 (Galvenised 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. |
| 318 | Class PN 1.6, Manually Operated with Gear |
| 319 | 350 MM |
| 320 | 400 MM |
| 321 | 450 MM |
| 322 | 500 MM |
| 323 | 600 MM |
| 324 | 700 MM |
| 325 | 800 MM |
| 326 | 900 MM |
| 327 | 1000 MM |
| 328 | 1500 MM |
| 329 | Class PN 1.6, Motorised Operated |
| 330 | 200 mm dia |
| 331 | 250 mm dia |
| 332 | 300 mm dia |
| 333 | 350 mm dia |
| 334 | 400 mm dia |
| 335 | 600 mm dia |
| 336 | 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. |
| 337 | Class PN 1.6 |
| 338 | 80 mm dia |
| 339 | 100 mm dia |
| 340 | 125 mm dia |
| 341 | 150 mm dia |
| 342 | 200 mm dia |
| 343 | 250 mm dia |
| 344 | 300 mm dia |
| 345 | 350 mm dia |
| 346 | 400 mm dia |
| 347 | 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 (galvenised 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. |
| 348 | Class PN 1.6 |
| 349 | 600 mm dia |
| 350 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and employer"s requirement. |
| 351 | 80 mmdia. |
| 352 | 100 mmdia. |
| 353 | 125 mm dia. |
| 354 | 150 mm dia. |
| 355 | 200 mm dia. |
| 356 | 250 mm dia. |
| 357 | 300 mm dia. |
| 358 | 350 mm dia. |
| 359 | 400 mm dia. |
| 360 | 450 mm dia. |
| 361 | 600 mm dia. |
| 362 | 700 mm dia. |
| 363 | 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. |
| 364 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 365 | MS pipespecialsAbove600mmdia (withminimum6 mmthickness sheet) |
| 366 | Providing, Installation, Testing and Commissioning of MAGNETICFLOW METER for WaterApplication: Liner:Polyurethane or HardRubber / Electrode MOC:SS316L or CS /Housing : Die Cast Aluminiumor CS / Power Supply:90-230 V AC / Output: 4-20mA with HART / Sensor Cable: 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display/ CableConnection : 1/2"NPT /Accuracy : 0.5% |
| 367 | 700 MM |
| 368 | 800 MM |
| 369 | 1000 MM |
| 370 | 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 |
| 371 | Design,Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per employer"s requirement 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, employer"s requirement and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. |
| 372 | 2.2 KW (3.0 HP) |
| 373 | Design, Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 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 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 operation of panel should be suitable for on 240 Volt AC Supply. |
| 374 | 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. |
| 375 | 3 core 4.0 Sq.mm |
| 376 | Design, Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM "Y" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacitycomplete in all respect as per specification and the employer"s requirement. |
| 377 | 1 kg/hr capacity |
| 378 | 2 kg/hr capacity |
| 379 | Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer. |
| 380 | Surveying, Investigations, Designing and 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,EOT crane etc including cost ofsuitable EOT with Girder. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary, P&ID, SLD to be prepared by the contractor and submitted to department for approval for earth quake zone III. |
| 381 | CPS BALODA |
| 382 | CPS SINGHANA |
| 383 | CPS BUHANA |
| 384 | CPS SURAJGARH |
| 385 | IPS/CPS CHIRAWA |
| 386 | TPS MALSISAR |
| 387 | CPS GADA KHERA |
| 388 | CPS PANTHROLI |
| 389 | TPS JHUNJHUNU |
| 390 | IPS/CPS SEETHAL |
| 391 | IPS/CPS GURA GORJI |
| 392 | CPS CHANWARA |
| 393 | CPS MANAKSAS |
| 394 | CPS UDAIPURWATI |
| 395 | SURAJGARH |
| 396 | JAMATAPS - UDAIPURWATI |
| 397 | Surveying, Investigations, Designing andConstruction 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 etc. including cost of monorail andarrangment complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary, P&ID, SLD to be prepared by the contractor and submitted to department for approval for earth quake zone III. The plinth area of pump house shall be area of measurement. |
| 398 | GHARDANA KHURD |
| 399 | Girwari |
| 400 | Guda |
| 401 | Raghunathpura |
| 402 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil |
| 403 | S & F cement concrete precast Kerb or Dand upto 60 cm length over 20mm thick baseofcementmortar1:6includingjointingearthwork,painting&jointingwith cement mortar 1:4 of size : 20 x 25 cm,Including cost of M-15 Dand/Kerb complete |
| 404 | 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) |
| 405 | Girth from 300 mm to 600 mm |
| 406 | 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. |
| 407 | Supply of dry manure including loading unloading, transportation & stacking at site. |
| 408 | From yard manure (organic) |
| 409 | Compost |
| 410 | Goat dungmanure |
| 411 | Supply & Stacking good earth at site complete including loading unloading & transporation etc. |
| 412 | Supply of insecticides & pesticides at store in dust/liquid form complete |
| 413 | Methly Prathion 2% |
| 414 | Supply of different varities of tree/ shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete: |
| 415 | Different flowing plants 900 mm to 1500 mm |
| 416 | Different varrities of shrubs 600 mm to 900 mm |
| 417 | Different varrities of climbers 900 mm to 1500 mm |
| 418 | 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. |
| 419 | In rows 7.5 Cms. apart in either direction |
| 420 | Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imili, Kachnar , Amaltas, Gulmohar, Arjun, Kala Siris, Jacranda or other specified) along road side including the following activities :- 1) Prepartion of soil including cleaning & revoving of unwanted shrubs removal of stones & garbage. 2) Supply of plant at site of two years of age & height more than 1.50 Mtr. 3) Supply of dry manure (Farm yard manure organic). 4) Supply of insecticides . 5) Digging of pits size 60x60x60 cms. Includingremoal of tones, Manuring application of inseticides & watering at least 15 liter per plant after planting. 6) Watering to plants. 7) Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security . If the plant by die during maintenance contractor has to replace same height plant at his own cost. |
| 421 | 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. (For watering in plants and lowns) |
| 422 | HDPE PE-100PN-6 75 mm |
| 423 | P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :- ( External Work ) Medium Duty Pipes |
| 424 | 25 mm dia nominal bore |
| 425 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 426 | Gun-metal 25mm nominal bore. |
| 427 | Gun-metal 65 mm nominal bore. |
| 428 | Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 429 | Upto 25mm dia |
| 430 | Surface Drainage Work |
| 431 | 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 |
| 432 | 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. |
| 433 | PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 434 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 435 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:1:6 cement mortar |
| 436 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th |
| 437 | 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 |
| 438 | Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 439 | Design, Construction of store cum officebuildingof required size suitable for installation ofpumping sets as per approved GA drawing, employer"s requirement and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainageandminimum plinth area 53.00 Sqm. The plinth areashall bemeasure for payment. |
| 440 | Design, Construction of Two Story Citizen care center,control room cum officebuildingof required sizeas per approved GA drawing, Detail quantity estimate employer"s requirement and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage andminimum plinth area 98.00 Sqm. The plinth areashall bemeasure for payment. |
| 441 | Design, Construction of 1/2 set Chokidar Hut/ Quater of required size suitable for installation ofpumping sets as per approved GA drawing, employer"s requirement and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage andminimum plinth area ofhalf set quater is53 Sqm. The plinth areashall bemeasure for payment. |
| 442 | Design, Costruction ofRCC plate form for transfarmer as per drawing, specification and Employers Requirement. Minimum size of plate form 2.0 Mtr X 2.0 Mtr with RCC V. wallls of minmum 200 mm th. up to minimum 1.0 Above from GL. |
| 443 | Survey, Design, Construction of RCC (Flat slab type) Rectangular Clear Water Reservoir of following capacity as per the employer"s requirement 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 in side and out side. 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. |
| 444 | 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)Construction of inlet chamber, and valve chambers including sluice gate of sluice valve from inlet chamber to main CWR n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 445 | Rates for RCC Partially Underground type clear water reservoir SBC10 T/sqm, SEISMIC ZONE-lll |
| 446 | MALSISAR 3250 Kl |
| 447 | CHIRAWA 7000 KL |
| 448 | BUHANA 1750 KL |
| 449 | SINGHANA 2000 KL |
| 450 | BALODA 1500 KL |
| 451 | GADA KHERA 1500 KL |
| 452 | PANTHROLI 1500 KL |
| 453 | JHUNJHUNU 3250 KL |
| 454 | SEETHAL 4250 KL |
| 455 | GURA GORJI 4000 KL |
| 456 | UDAIPURWATI 1750 KL |
| 457 | CHANWAR 1500 KL |
| 458 | MANAKSAS 1500 KL |
| 459 | Survey, Design, Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the employer"s requirement 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. |
| 460 | 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. |
| 461 | Rate of RCC partially under ground type clear water reservoir SBC 10T/sqm, SEISMIC ZONE III |
| 462 | 100 KL Capacity |
| 463 | 250 KL Capacity |
| 464 | 300 KL Capacity (Gardana Khurd) |
| 465 | Survey, Design, Construction of RCC (Dom type) Clear Water Reservoir of following capacity as per the employer"s requirement 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. |
| 466 | 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. |
| 467 | Rate of RCC partially under ground type clear water reservoir SBC 10T/sqm, SEISMIC ZONE III |
| 468 | 700 KL Capacity |
| 469 | 1000 KL Capacity (Surajgarh) |
| 470 | 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 employer"s requirement. |
| 471 | 100 MM |
| 472 | 150 MM |
| 473 | 200 MM |
| 474 | 250 MM |
| 475 | 300 MM |
| 476 | 350 MM |
| 477 | 400 MM |
| 478 | 450 MM |
| 479 | 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 (Galvenised 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, employer"s requirement & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 480 | Class PN 1.0, Motorised Operated |
| 481 | 200 mm dia |
| 482 | 300 mm dia |
| 483 | 350 mm dia |
| 484 | 400 mm dia |
| 485 | 600 mm dia |
| 486 | 700 mm dia |
| 487 | 900 mm dia. |
| 488 | 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, employer"s requirement anddirection of Engineer-in-charge (excluding earth work). |
| 489 | A/F Tee , Bend, Reducer (All End Flanged) |
| 490 | Upto 300 mm Diameter |
| 491 | Above 300mm and up to 600 mm diameter |
| 492 | Labour Charges for Making Hole in Existing RCC CWR at Malsisr for Inte connection to proposed RCC CWR |
| 493 | Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the employer"s requirement ( Only for Urban town) |
| 494 | 15 mm size |
| 495 | 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 consumer"s 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. |
| 496 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 497 | 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. |
| 498 | Construction of Rain water harvesting with Recharge Structure as per Detail Specification and GAD |
| 499 | Design, 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, employer"s requirement 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. |
| 500 | CHIRAWA |
| 501 | SURAJGARH |
| 502 | BALODA |
| 503 | BUHANA |
| 504 | SINGHANA |
| 505 | GADA KHERA |
| 506 | PANTHROLI |
| 507 | Seethal |
| 508 | Guda Gorji |
| 509 | Udaipurwati |
| 510 | Raghunathpura |
| 511 | Chanwara |
| 512 | Manaksas |
| 513 | SURAJGARH PUMPING STATION |
| 514 | UDAIPURWATI PUMPING STATION |
| 515 | Design,Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day. Solar pump shall be of Stainless steel construction and performance shall be as per employer"s requirement 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 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 employer"s requirement and entire work shall be executed as per technical specification and direction of Engineer in charge. |
| 516 | Sihodiyan ki dhani 3 HP |
| 517 | Pump-Nanwas 2HP |
| 518 | CHAWARA KI DHANI (MANDAWARA)- 5HP |
| 519 | MANDAWARA -5 HP |
| 520 | RAGHUNATHPURA-5HP |
| 521 | MADAGUJAR (MANAKSAS)-2 HP |
| 522 | NAGLI DEEPSINGH-2 HP |
| 523 | KISHORPURA 3 HP |
| 524 | DURIYA- 3 HP |
| 525 | CHOTALYA (CHANWARA)-2 HP |
| 526 | GUDA DAHAR -2 HP |
| 527 | CHHAPOLI -5 HP |
| 528 | KHOH-3 HP |
| 529 | KAKRANA-2 HP |
| 530 | Gadhwalon Ki Dhani -2 HP |
| 531 | PACHLANGI -3 HP |
| 532 | PUMP AT VTC POSANA- 2 HP |
| 533 | Design, Supply, installation, testing and commissioning ofMNRE approved off GridSolar 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 ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing, employer"s requirementand direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 534 | sihodiyan ki dhani 2.56 KW |
| 535 | pump-Nanwas1.92 KW |
| 536 | CHAWARA KI DHANI (MANDAWARA)- 4.16 KW |
| 537 | MANDAWARA -4.16 KW |
| 538 | RAGHUNATHPURA-4.16 KW |
| 539 | MADAGUJAR (MANAKSAS)-1.60 KW |
| 540 | NAGLI DEEPSINGH-1.60 KW |
| 541 | KISHORPURA 2.56 KW |
| 542 | DURIYA- 2.56 KW |
| 543 | CHOTALYA (CHANWARA)-1.60 KW |
| 544 | GUDA DAHAR -1.60 KW |
| 545 | CHHAPOLI -4.16 KW |
| 546 | KAKRANA-1.60 KW |
| 547 | KHOH-2.56 KW |
| 548 | Gadhwalon Ki Dhani -1.60 KW |
| 549 | PACHLANGI -2.56 KW |
| 550 | PUMP AT VTC POSANA- 1.60 KW |
| 551 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 552 | Gun-metal 50mm nominal bore. |
| 553 | P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality: |
| 554 | 50mm nominal bore.Horizontal |
| 555 | Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : |
| 556 | 50mm dia nominal bore |
| 557 | 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. |
| 558 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 |
| 559 | 50 mm |
| 560 | 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. |
| 561 | Survey, Design, Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the employer"s requirement 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. |
| 562 | 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 10 T/sqm, SEISMIC ZONE-III |
| 563 | sihodiyan ki dhani |
| 564 | pump-Nanwas |
| 565 | CHAWARA KI DHANI (MANDAWARA) |
| 566 | MANDAWARA |
| 567 | RAGHUNATHPURA |
| 568 | MADAGUJAR (MANAKSAS) |
| 569 | NAGLI DEEPSINGH |
| 570 | KISHORPURA |
| 571 | NANGALI NIRWAN |
| 572 | DURIYA |
| 573 | CHOTALYA (CHANWARA) |
| 574 | GUDA DAHAR |
| 575 | CHHAPOLI |
| 576 | KHOH |
| 577 | KAKRANA |
| 578 | Gadhwalon Ki Dhani |
| 579 | PUMP AT VTC POSANA |
| 580 | SURAJGARH 1500 KL |
| 581 | Udaipurwati 1250 KL |
| 582 | Design, Construction of Switch Board Room(2.50MX 2.50M) work including require earth work,PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window complete as per specification, employer"s requirement and general arrangment Drawing. |
| 583 | Supply, Installation, Testingand Commissioning including but not limited to, safe storage, protection, civil, works, erection, testing and commissioning ofrequired to complete the works in all respects for the following electrical equipment. 33 KVRing Main unit consisting of 2 LBS at Incoming & 2 VCB"sOutgoing as per requirements and specifications. |
| 584 | Design, Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°C firstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconfirming to ISS2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating |
| 585 | 1000KVA |
| 586 | 315KVA |
| 587 | 250 KVA |
| 588 | 630KVA |
| 589 | 100KVA |
| 590 | 500KVA |
| 591 | 200KVA |
| 592 | 160KVA |
| 593 | Design, Supply,Installation,Testingandcommissioningofcopperwound Transformers33/3.3KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°C firstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconfirming to ISS2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating |
| 594 | 2000 KVA |
| 595 | Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 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 size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 596 | Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 40 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 size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 597 | Design, SITC, 3.3 KV HT Switchgear Panel,(9 Board Panel) having 630A Rated Current,Indoor type with (2 nos draw out type VCB for Incoming Supply from 33KV/3.3KV Power Transformers, 1 no Bus Coupler and 4 nos Draw out type VCB for Transformers, 2 nos BUS PT feeders. The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, powder coated, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – side / back/Top as per requirement. The switchgear and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar ect for securing the same to the floor conforming to IEC62271/100-200 with ingress protection as IP-4X. The Indoor HT Switchgear panel switches gear (vacuum circuit breakers, CTs, PTs etc.) and control gear (Microprocessor based numerical protection relays with RS 485 port , auxiliary contacts, Annunciator window, Space heater , digitalA & V meters with Selector Switch, Indications, Hooter, plug socket etc.) shall be mounted on the same panel. The works include with as principal parameters as under: - no of Poles/Phases- 3, Rated Voltage - 4.1 KV, Rated frequency- 50 Hz, Rated normal current of bus bars under design ambient temperature of 500C and material of bus bar -(*) Electrolytic grade E91E Aluminum - suitable for 100% load including future loads, Rated short-time withstand current and time – 16KA (rms) for 3 sec, Dynamic rating – 26.3KA (Peak),Rated current inside the cubicle under design ambient temperature at 50°C– 630A, Circuit Breaker type – Vacuum type, Rated short time making current – 16KA (peak), Rated operating sequence - O–3 Min–CO-3 Min-CO, min auxiliary contacts 6 NO + 6 NC after internal use by manufacturer, Type of operating mechanism – normal (Spring charging for closing and tripping),in – Emergency (Manual and Spring charged for closing and tripping), Auxiliary control voltage - Closing coil / Tripping coil 110VDC, Spring charging motor – 110VDC, - Space heater and lighting- 230VAC, Earth Switch required, Protection Relay – microprocessor based numerical relay 3O/C +E/F Relay, Master Trip Relay, 3 Element Aux. Relay, Under Voltage Relay, Restricted Earth fault relay ect. All protection relay shall have RS 485 communication with smart & intelligent tripping facility. Metal enclosed compartmentalized and extendable type design for future shall be applicable. Complete as per technical specifications and as directed by Engineer in charge. |
| 598 | Design, SITC, 3.3 KV HT FMCA Digital Soft Starter Panel with reactor for min 452 KW HT VT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9kA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10kV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos. |
| 599 | Design, SITC, 3.3 KV/ min 200 KVARHT APFC Panel formin 452 KV HT Motor ,- 3.3 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 600 | P & laying of HT Cable 3.3 KV(UE),XLPEInsulated,PVC sheathed,AluminumConductor,ArmoredCable conforming to IS: 7098/II/85 and IS 1554 with its latest amendments . Complete as per technical specifications and as directed by Engineer in charge.(3 Core * 240sqmm) |
| 601 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 11 KV cable, with required components, prepration of cable ends, testing etc. as required of following sizes. Complete as per technical specifications and as directed by Engineer in charge.3 Core * 240sqmm |
| 602 | P & laying of HT Cable 3.3 KV(UE),XLPEInsulated,PVC sheathed,AluminumConductor,ArmoredCable conforming to IS: 7098/II/85 and IS 1554 with its latest amendments . Complete as per technical specifications and as directed by Engineer in charge.(3 Core * 185sqmm) |
| 603 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 11 KV cable, with required components, prepration of cable ends, testing etc. as required of following sizes. Complete as per technical specifications and as directed by Engineer in charge.3 Core * 185sqmm |
| 604 | GI Pipe, Class B, 40mm Dai with thickness of 3.610mm as per IS 1239 for the complete earthing system |
| 605 | 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. |
| 606 | 50mm x 6mm copper strip |
| 607 | 50mm x 6mm G.I. Strip |
| 608 | 32mm x6mm G.I. Strip |
| 609 | 25mm x 6mm G.I. Strip |
| 610 | Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminum Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanizedflatsteelstrip ArmouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size. |
| 611 | 3 core 150.0 Sq.mm |
| 612 | Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminum Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanizedflatsteelstrip ArmouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size. |
| 613 | 3 core 185 Sq.mm |
| 614 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preparationof cable ends, testing etc. as required of following sizes. |
| 615 | Indoor |
| 616 | 3 core 95/120/150/185 Sq.mm |
| 617 | Outdoor |
| 618 | 3 core 95/120/150/185 Sq.mm |
| 619 | Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminum 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, Complete as per technical specifications and as directed by Engineer in charge. |
| 620 | 400 SQMM,3.5 core |
| 621 | 185 SQMM, 3 CORE |
| 622 | 16 SQMM, 3 CORE |
| 623 | 4.0 Sq.mm x 3 Core |
| 624 | 300 SQMM,3.5 core |
| 625 | 25 SQMM, 3 CORE |
| 626 | 35 SQMM, 3 CORE |
| 627 | 50SQMM, 3 CORE |
| 628 | 25 SQMM, 3.5 CORE |
| 629 | 70.0 Sq.mm x 3 Core |
| 630 | 10 SQMM, 3 CORE |
| 631 | 95 SQMM, 3 CORE |
| 632 | 240 SQMM,3 core |
| 633 | 95 SQMM,3.5 core |
| 634 | 16 SQMM, 4 CORE |
| 635 | 150 SQMM,3.5 core |
| 636 | Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and verticalbends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspendersand including painting as required. |
| 637 | Hot Dipped Galvanized |
| 638 | 450mm x 50mm x 2.0mm |
| 639 | 600mm x 50mm x 2.0mm |
| 640 | Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,crossmembersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required. |
| 641 | Hot Dipped Galvanized |
| 642 | 100mm x 50mm x 1.6mm |
| 643 | 150mm x 50mm x 1.6mm |
| 644 | 300mm x 50mm x 1.6mm |
| 645 | 450mm x 50mm x 2.0mm |
| 646 | Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 with one side anti skid aberration marks and pasting the mat with synthetic rubber adhesive 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 as per latest IS 1562 :2006., 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV |
| 647 | 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break Down Voltage45 KV |
| 648 | 415 V LT Panel |
| 649 | SITCoffloormountedPMCC(Indoor,DustproofIP-4Xfront operatedwith2mmthicksheetmetalcompartmentalized)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc.400 A MCCB Incomer (Fixed type )with metering CTs, multi function meter compatible to scada, Ampermeter with SS, Voltmeter with SS, IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D) |
| 650 | Incommerfeeder(drowouttype)fortransformer630A/800A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D) |
| 651 | Incommerfeederfor(drowouttype)transformer1600A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)X |
| 652 | MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect. Size: 600(W)300(H)X1000(D) |
| 653 | MCCB up to 125A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect. Size: 600(W)600(H)X1000(D) |
| 654 | 200AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D) |
| 655 | 400AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)900(H)X1000(D) |
| 656 | 630AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X900(H)X1000(D) |
| 657 | BusCouplerFeeder(drowouttype),1600AACB,50KA,3Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 658 | Bus Coupler Feeder (drowout type ), 630/800 A ACB, 50KA, 3 Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFusesandwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 659 | 200AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D) |
| 660 | Bus Coupler Feeder (drowout type ), 630/800 A ACB, 50KA, 3 Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFusesandwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 661 | 250 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS,IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D) |
| 662 | Design, SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus. |
| 663 | 160KW |
| 664 | 22KW |
| 665 | 30KW |
| 666 | 37KW |
| 667 | 45KW |
| 668 | 55KW |
| 669 | 125KW |
| 670 | 75KW |
| 671 | S&FofStardeltaStarterwithMCB, MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps, Start-StopPushButton,ControlMCBwithpanelwithallaccessorieswithfollowing rating |
| 672 | 15KW |
| 673 | 7.5KW |
| 674 | 18.5 KW |
| 675 | 11 KW |
| 676 | SITC From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicatinglamps, Start-StopPushButton,ControlMCB(Size:600(W)x400 (H) x 600 (D) |
| 677 | Design, SITC, 433V APFC Panel in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latest IS/ IEC, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 4X, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge. |
| 678 | SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolyesterPowdercoatedfinishafterchemicaltreatmentwithFollowingitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuttonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequiredwith20%spares. iv 1.5 Sqmm PVC insulated flexible copper wire with lugs & ferrules as required. |
| 679 | Local Push Button Station |
| 680 | SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanizedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning. |
| 681 | 7 Mtr. |
| 682 | Supply,ErectionandFixingofhotdippedgalvanized Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles |
| 683 | Single arm overhang |
| 684 | P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries |
| 685 | LED street light fixture 80-90 watt |
| 686 | P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminumhousing, electrochemicallybrightenedandanodizedstippled aluminum reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc. |
| 687 | 1 X 250 Watt |
| 688 | P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output. |
| 689 | 250 Watt |
| 690 | Supply , Installation, Testing and Comissioning of 11 KV, 630 A, 20kA / 3 sec, Out door, Extensible type Ring main unit (RMU) in suitable RCC foundation with 2 no. Load break switch & 1 no. VCB / SF6 circuit breaker with over load, Earth fault, short circuit relay, copper bus bar, earthing switch, mechanical ON / OFF / Earth indication, Voltage presence indicator, Ring core protection CT 2.5 VA, 10P10 as per transformer rating, Shunt trip coil, Anti reflex operating handle, right angle boots etc. OEM Must have BIS certificate and & shall have submitNABL / CPRI / ERDAlab typetest reportsbefore executionas required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 691 | Providing&LayingXLPEinsulatedIS:7098/II/85of approvedmakeH.T.cableforworkingvoltage11 K.V.Un-EarthedwithStrandedCompactedCircularAluminiumConductor,ConductorScreenedwith ExtrudedSemi-conductingcompound,XLPEInsulated, InsulationScreenedwithextrudedsemi-conducting compoundincombinationwithCopperTape,coreslaid up,innersheathofThermoplastictape,galvanisedflat steel strip armoured and overall Extruded PVC Type ST-2OuterSheathedcabledirectingroundincluding excavationof30cmx100cmsizetrench,25cmlayerof riversand, second Class bricks covering, refilling earth, compactionofearth,makingnecessaryconnection testing etc.as required of size. |
| 692 | 3 core 95.0 Sq.mm |
| 693 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPEinsulated11KVcable,withrequiredcomponents,preprationof cable ends,testing etc. as required of following sizes . |
| 694 | Indoor |
| 695 | 3 core 70/95 Sq.mm |
| 696 | Outdoor |
| 697 | 3 core 70/95 Sq.mm |
| 698 | Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 meter depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the employer"s requirement. |
| 699 | Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI – 60 num, DO – 60 num, AI – 8 num, AO – 4 num, MCB 10A DP – 1 num, CB4ADP – 2 num, MCBSP2A – 8 num, MCB 1A DP – 15 num, 24 VDC Power Supply 10A – 1 num, Push Buttons – 20 num, Selector Switch – 10 num, Control Relays – 200 num,Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm,110VAC, withElectronic Hooter – 1 num, Control Transformer- 1 num, Emergency PB – 1 num,Panel Cooling Fan – 1 num, Panel Light with Door Switch – 1 num Control Indication Lamp – 20 num, Wiring + TB etc – 1 lot, Hardware – 1 lot |
| 700 | Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI –92 num, DO – 92 num, AI –16 num, AO – 8 num, MCB 10A DP – 1 num, CB4ADP – 2 num, MCBSP2A – 8 num, MCB 1A DP – 15 num, 24 VDC Power Supply 10A – 1 num, Push Buttons – 30 num, Selector Switch - 15 num, Control Relays – 200 num, Annunciatorwith24WindowsNOtoNCType, MicroprocessorBased,WindowSize75*42mm,110VAC, with Electronic Hooter – 1 num, Control Transformer – 1 num, Emergency PB – 1 num, Panel Cooling Fan – 1 num, Panel Light with Door Switch – 1 num, Control Indication Lamp – 30 num, Wiring + TB etc – 1 lot, Hardware – 1 lot |
| 701 | HIM Display, Colour, 12" having Ethernet Port, USB Port ect. |
| 702 | Operator & Engg. StationPC includes,Corei5processor,8GB DDR-3RAM,2TBSSD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32""LED monitor, Latest Original window, MS Office, Anti Virus ect.Make - HP/DELL/ LENOVA |
| 703 | Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface. |
| 704 | Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank. |
| 705 | 2KVA |
| 706 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelArmouredoverallPVCsheathed(ST-1) overallscreenedCoreArmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 707 | 1 SQMM, 24 Core |
| 708 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair Armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 709 | 1 SQMM, 1 Pair |
| 710 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction. |
| 711 | 4C x 2.5 sq.mm |
| 712 | 4C x 1.5 sq.mm |
| 713 | Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66 |
| 714 | 0-5M |
| 715 | Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2"NPT(M)/Accuracy:0.15%Protection: IP67 |
| 716 | 1/2" M (NPT) |
| 717 | PRE-WIRED RTU Panel Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated UMTS modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and SINAUT protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. |
| 718 | Programming and Troubleshooting software for RTUs |
| 719 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. 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 solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 720 | Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm 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 size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 721 | 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.25mm x 3mm GI strip |
| 722 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. (1 Pair * 0.75SQMM) |
| 723 | Supply of GSM /GPRSbased data transmitter water meter (woltman pulse output ) Model -AE 09-B SIM 2G Battery power -7.4V battery life 3 yr (data once a day) Input Pulse , 4-20ma From pressure RS485 Display-16*2 LCD Encloser-165*120*65 mm ABS Protection-IP65 Operating tempreature -055 C |
| 724 | SECTION II Operation & Maintanaince Service |
| 725 | 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, salt for producing chlorine, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per employer"s requirement & 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 |
| 726 | For the 1st Year of O&M after DLP |
| 727 | For the 2nd Year of O&M after DLP |
| 728 | For the 3rd Year of O&M after DLP |
| 729 | For the 4th Year of O&M after DLP |
| 730 | For the 5th Year of O&M after DLP |
| 731 | For the 6th Year of O&M after DLP |
| 732 | For the 7th Year of O&M after DLP |
| 733 | For the 8th Year of O&M after DLP |
| 734 | For the 9th Year of O&M after DLP |
| 735 | For the 10th Year of O&M after DLP |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
