Tender For Water filling work in Butler lake from STP (Dalibag) to Butler lake - Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9pressure pipes conforming to IS : 8329:2000 with restrained joints (bolt less), all complete. 2 350 mm dia 3 Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. 4 In ordinary soil (0.00-1.50) 5 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 6 350 mm dia 7 Carting of sluice valve of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials, such as bolts, nuts, rubber insertion, white lead, testing etc. complete. 8 350 mm dia 9 Supply of all materials, labour, T&P etc. and construct sluice valve chamber as per type design. 10 Masonary type 11 Supply of following size double ball CI air valves with gun metal sheet. 12 50 mm dia 13 Cartage of following size double ball CI air valves with gun metal sheet. 14 50 mm dia 15 Supply of all materials, labour, T&P etc. and construct air valve chamber as per type design. 16 Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. 17 PWD Bitumen Road 18 Reinstatement of Road after Laying of pipe in Internal Bitumen Road including sand filling, GBM 125mm thick compacted layer, WBM 150mm thick, priming coat, bitumen emulsion over priming coat, BM 40mm thick and 25mm thick SDBC etc. (Detailed analysis attached) for PWD roads. (5320/1.18= 4508.47) 19 Construction of MPS 20 Barricading of both sideof trenches with the help of Balli, Bamboo etc. in three rows upto 1m high post should befixedat3metc.includingall labour,materialsetc.completeas perdirectionofEnginnerincharge measurementofbarricadingwillbe only one side. 21 ExcavationinfoundationinOridinary soilincludingliftasspecified and lead upto 50 m filling water and ramming of excavated earth, all T&P, labour, materials etc. complete for the proper completion of the work and as per direction of engineer in charge. 22 0.00 - 1.50 M 23 1.50 - 3.00 M 24 3.00 - 4.50 M 25 4.50 - 6.00 M 26 6.00 - 7.50 M 27 7.50 - 9.00 M 28 9.00 - 10.50 M 29 Dry stone ballast 40 - 63mm size laid and compacted with sand in proportion of 1:4 complete. 30 9.00 - 10.50 M 31 Cementconcretewith20mmgauge approvedstoneballast,Coarsesandand cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of workbelow GL 32 For Sump Well 33 9.00 - 10.50 M 34 RCCworkwithcement,coarsesandand 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and itsbending)butincludingitsfixingand bindingwith0.50mmthickbindingwire(to besuppliedbythecontractor) and necessary shuttering, supply of all materials, labourT&Petc.requiredforproper completion of work. 35 FOR SUMP RAFT 36 9.00 - 10.50 M 37 RCCworkwithcement,coarsesandand 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and itsbending)butincludingitsfixingand bindingwith0.50mmthickbindingwire(to besuppliedbythecontractor) and necessary shuttering, supply of all materials, labourT&Petc.requiredforproper completion of work. 38 RCC WALL 39 Above GL (0.00 - 3.00 m) 40 Wall Thickness= 0.40 M 41 0.00 - 1.50 M (3.14 x 6.8 x 0.4)x1.5 42 1.50 - 3.00 M (3.14 x 6.8x0.40)x1.5 43 Wall Thickness= 0.50 M 44 0.00 - 1.50 M (3.14 x 6.5x0.50)x1.5 45 1.50 - 3.00 M (3.14 x 6.5x0.50)x1.5 46 Wall Thickness= 0.60 M 47 6.00 - 7.50 M (3.14 x 7.2x0.60)x1.5 48 7.50 - 9.00 M (3.14 x 7.2x0.60)x1.5 49 9.00 - 10.50 M (3.14 x 7.2x0.60)x1.5 50 Same as above but in T-Beam slab and canti lever chajja in proportion 1:1.5:3 51 Centering and shuttering including strutting, propping etc. and removal of form for Extraforshuttering incircular work(20%ofrespective centering and shuttering items) 52 Mild steel or iron work in plain work suchasinRCC workwroughtto required shape as necessary including bending for proper completionoftheworkincluding supply of the steel and wastage. 53 Supplyandfixingof MS Railing over cantilever and lifting platform made of 50x50x6mm MS angle vertical posts 1 M high fixed at 1.20 M interval and 3 rows of MS flat 40 x 5mm welded to the vertical posts including fixing in slab and painting etc. complete. 54 Supplyandfixingofsteelladder including supply of all materials, labourandT&Petc.completefor proper completion of work. 55 Disposal of surplus earth from the site upto a distance of 10 Kms. including all labour, loading unloading truck charges including all materials,T&P etc. complete for proper completion of work. 56 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 57 Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete 58 Provision for MS jali to cover the chamber 59 PUMP HOUSE 60 Firstclassbrickworkin1:6cement& Local sand mortar in foundation and plinth includingsupplyofallmaterials,labour, T&Petc.required for the proper completion of the work. 61 RCC work with cement, coarse sand and20mmgaugestoneballastin proportion of 1:1½:3 (excluding cost ofreinforcementanditsbending) butincludingitsfixingandbinding with 0.50mm thick binding wire (to be supplied by the contractor) and necessaryshuttering,supplyofall materials, labour T&P etc. required for proper completion of work. 62 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform, WalLs, etc. 63 Mild steel or iron work in plain work such as in RCC workwroughttorequiredshapeas necessary including bending for proper completion of the work including supply of the steel and wastage. 64 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimumthicknessnottobelessthan10 mm including supply of allmaterial, labour T &Petc. requiredforpropercompletionof work. 65 Ornamentalplasteronoutsideof PH =ai+aii-aiv-av 66 FLOORING 67 Kota Stone flooring in PH 68 40mm thick 1:2:4 PCC floor with cement, coarse sand and 20mm gauge stone ballast without base concrete. 69 Supply and fixing of I.S.M.B. 250 and M.S. grill, door including one coat of redoxideandtwocoatsofblack Japanpaintincludingfabrication, supply and fixing of chequered plates. 70 Provisionforwaterproofing compound. 71 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 72 Supplyofallmaterials,labour,T&P etc. for fabrication of M.S. flat grills in windows. 73 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class Acategory with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 74 Door&Window 75 Supply of rubber matting. 76 Supply and fixing of exhaust fan. 77 Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete 78 Enamel painting in door & windows including labour and material costs. 79 Provision for soil testing work. 80 Provision of lightening conductor 81 M.S. Gratings 82 Misc. and unforeseen. 83 Cost of Pumping Plant of MPS 84 PumpSet: 85 Supply of submersible sewage bottom suction non clog Pumpsets having Speed 960 RPM & Bearing insulation should be compatible for VFD operation and handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,Pedestal auto coupling with Guide rail system of SS 316 submersible pump sets comprises of guide pipe, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete and Material of Construction shall be-:Casing- 2% Ni-CI with hardnessranges 220- 275 BHN approx, Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, hardness 700 BHN at the minimum.,Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.) 86 Duty of Each Pumpset working as module of (1W+1S)-: Discharge- 116 LPS, Head- 24 m and electric motor of 75 HP or suitable rating 87 VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz,AC supply with all necessary switchgears, controlgears and protections along with automatic power factor correction feature and also compatible to PLC based SCADA Automation operation and suitable to followings motor. 88 75 HP or suitable to above Pumpset. 89 Sluice valve 90 Manually Operated CIDF Rising spindle type Sluice valve with integral starter & gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes. 91 250 mm dia 92 350 mm dia for common header 93 Cast iron pipes & specials. 94 Supply ofgalvanized nut- Bolt SS-304 and rubber packing material for erection. 95 Reflex Valve 96 CIDF double flanged single/multi door swing check valves PN 1.0having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes: 97 250 mm dia 98 350 mm dia for common header 99 CI Dismantling joints 100 250 mm dia 101 350 mm dia for common header 102 C.I. SLUICE GATES: 103 Manually operated Open Channel sluice Gate in CI with gearbox, single facesrising spindle type generally conforrming to releavant IS , havingframe & door fitted with St. Steel faces M.S extension rod with coupling andGuide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamberas per site requirement. (Note : Size is tentative and may vary as per actual site conditions.) 104 Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox,suitable for 450mm. dia incoming seweras per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) 105 COARSE SCREEN 106 ManualS.S.316 bar coarse screen 1.00 x 1.0 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) UPTO 8.5 MLD 107 E.O.T. crane of 3 Tonne capacity along with gantry girders, chain pulley block and geared trolley suitable for 10 m span 15m clear lift complete in all respect for pump house. 108 Pressure Guage 109 150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings. 110 L.T. Panel BoardConforming to IEC-60439 111 L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer bar of 400 amps. Capacity. Aluminium Bus Bar size of 50x20 mm. and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following. 112 01 No. incoming feeder from 01 Nos. from LT Power Supply coming from Main LT PCC Panel of MPS with following details:- (PCC- 3587471+50000=3637471) 113 01 nos.630 A MCCB 50 KA, for Incomer of Main LT supply coming from common LT PCC Panel for MPS with indication lamp mechanical on/off indicator. 114 01 nos.400A ampsor suitable rating,25 KA M.C.C.B.for D.G.Set incomer with indication lamp mechanical on/off indicator. 115 One set of current transformer of suitable ratio 116 One No. CT operated ammeter suitable ampere rating with ammeter 117 One No. Voltmeter 0-500 V with voltmeter 118 One No power factor meter 0.5 lag/ 1-0.5 lead 119 One No Surge arrestor Relay & One no. UV/OV Relay 120 One No frequency meter. 121 Total outgoing feeder as follows- 122 03 nos. 200A MCCB of 25KA capacity with indication lamp mechanical on/off indicator for pumps. 123 Ammeter with selector switch. 124 Single phasing preventer. 125 Sets of timer and relays for overload and underload. 126 04 Nos. level indicators with control cable from L.T. Panel to pumping plant for automatic level operation of pumping plants including moisture sensor and other protection for 04 Nospumping plants. 127 One Nos. 63 Amps. MCCB for lighting. 128 One Nos. 63 Amps. MCCB asMisc. load 129 02 Nos. 32 Amps. MCCB for spare. 130 OneNos. 32 Amps. MCCB with auto operation. 131 CE/UL Certified Electromagnetic type Full-Bore Flowmeter 350 mm diashall be suitable for bi directional flow measurement.This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall beof +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage . 132 Power and control cables 133 1100 V grade, 3.5 core 25mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x4x50 mtr.) 134 1100 V grade, 3.5C x 120mm2 , XLPE insulated Aluminium Armoured conductor cable from Common LT distribution panel to MPS LT Panel. 135 Al.junction box in SS304, IP65 with instruments for pumps with Busbar. 136 1100 V grade, 3.5C x 240mm2 , XLPE insulated Aluminium Armoured conductor cable from Common LT distribution panel to MPS LT Panel. 137 EARTHING 138 Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) for Pumps,LT Panel & other Panel. Size of earthing plate 600mm x 600mm x6 mmwith salt and coal. 139 Lighting system: 140 Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height. 141 S/F of 72 watt LED with lumen reflector. 142 Feeder pillar for lighting 143 Supply and laying of 4x16mm2 Al. armoured cable. 144 Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles. 145 Supply and laying of unarmoured Al. cable 6 mm2 4-core Flat PVC insulated for connection of LED to junction boxes. 146 Internal electrification with fixtures. 147 S/F 1200 mm ceilingFan for LT Room 148 S/F of exhaust Fan for LT Room.& Other rooms. 149 Earthing of street light pole (SOR-41) 150 Painting of street light (P5-634) 151 Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132) 152 12 mm thick rubber mating for safe working on. 153 Tools 154 Hydrulic crimping tools-Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300 155 Mannual crimping tools-Crimping range: 400 sq.mm.,Make/ Model: Crimp well 156 Tong tester (AC/DC-1000A, make-Rishabh)Multimeter (AC/DC-1000A,make-Meco)Megger (AC/DC-500V make-Rishabh)Screwdriver (6x 12, make- Taparia)Plier (250mm, make-Taparia) 157 Chain wrench (12x18, make Taparia) Pipe wrench (1200mm, make Taparia) 158 Installation of above equipments with all required materials & fittings with labour. 159 Testing of all above E/M Items at O.E.M. Place. 160 Commissioning of all above E/M Items 161 Chequered plate of required size so as to cover all trenches. 162 Power Distribution Transformer : 163 Supply of Oil immersedOutdoor type Power distribution transformer 11/0.433 KV rating 160 KVA double wound with copperwinding, Level-2 or 3, vector group dyn 11, ONAN with Offload tap changer operated for voltage variation + 5.0 % to - 10% in step of 2.5% with standard fitting & accessories complete in all respect. 164 Supply and laying of 1100 voltage grade ,1x3.5Cx 240 mm2 Aluminium conductor, XLPE armoured cable from both Transformers to LT Panel. 165 Installation, testing and Commissioning of Transformers with Double Earthing works complete as per IS & IER along with construction of suitable PCC Foundation / Platform with all labour & materials complete in all respect. 166 H.T. Switch Gear Panel : 167 Supply of 12 KV,H.T. V.C.B. Panel with 01 incoming & 02 out going ,800 Amp. (25 KA) Rating have followings- 168 Incommer Feeder- 01 No. 169 3 O/C + 1 E/F IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc.C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20& volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. (1750000+50000=1800000) 170 Outgoing Feeder- 02 Nos. 171 outgoing feeder control panel equiped withtriple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc.C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core. 172 DC Supply 173 SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc. 174 Erection of All above equipments and fencing with iron mesh (if required)etc. complete in all respect. 175 Commissioning of All above equipments etc. complete in all respect.
