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| 1 | DISTRIBUTION SYSTEM |
| 2 | Supply of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/2000 Specifications with all jointing materials and specials conforming to latest / relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. |
| 3 | 90 mm dia HDPE Pipe PN-6, PE:100 |
| 4 | 110 mm dia HDPE Pipe PN-6, PE:100 |
| 5 | 140 mm dia HDPE Pipe PN-6, PE:100 |
| 6 | 160 mm dia HDPE Pipe PN-6, PE:100 |
| 7 | 200 mm dia HDPE Pipe PN-6, PE:100 |
| 8 | Supply of HDPE specials Electrofusion as per conformation to I.S. suitable for above HDPE pipes F.O.R. destination including all taxes and insurance etc. |
| 9 | Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading unloading but excluding the cost of trenches. All complete as per instructions of Engineer -in - charge. |
| 10 | 250 mm dia DI Pipe K-7 |
| 11 | 300 mm dia DI Pipe K-7 |
| 12 | 350 mm dia DI Pipe K-7 |
| 13 | Supply of DI specials as per conformation to I.S. Specifications with all jointing materials such as specials conforming to latest/relevant I.S. specifications suitable for D.I pipes as per IS-1239 /2000 and IS 8329/2000 suitable for above DI pipes F.O.R. destimation including all taxes and insurance |
| 14 | Supplying the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge. |
| 15 | Sluice valve |
| 16 | 80 mm dia |
| 17 | 100 mm dia |
| 18 | 150 mm dia |
| 19 | 200 mm dia |
| 20 | 250 mm dia |
| 21 | 300 mm dia |
| 22 | 350 mm dia |
| 23 | Scour valve |
| 24 | 80 mm dia |
| 25 | Supply of single / double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer. |
| 26 | 50 mm |
| 27 | Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer ‐in ‐ charge. |
| 28 | Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge. |
| 29 | In ordinary soil |
| 30 | Carting from store following sizes of HDPE pipes, specials coupling, fittings jointing by Electrofusion method etc.to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines as per direction of Engineer -in -charge |
| 31 | 90 mm dia HDPE Pipe PN-6, PE:100 |
| 32 | 110 mm dia HDPE Pipe PN-6, PE:100 |
| 33 | 140 mm dia HDPE Pipe PN-6, PE:100 |
| 34 | 160 mm dia HDPE Pipe PN-6, PE:100 |
| 35 | 200 mm dia HDPE Pipe PN-6, PE:100 |
| 36 | Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.etc for proper complition of work. |
| 37 | 250 mm dia DI Pipe K-7 |
| 38 | 300 mm dia DI Pipe K-7 |
| 39 | 350 mm dia DI Pipe K-7 |
| 40 | Carting of sluice valves / scour valve from store to site of works 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. |
| 41 | Sluice valve |
| 42 | 80 mm dia |
| 43 | 100 mm dia |
| 44 | 150 mm dia |
| 45 | 200 mm dia |
| 46 | 250 mm dia |
| 47 | 300 mm dia |
| 48 | 350 mm dia |
| 49 | Scour Valve |
| 50 | 80 mm dia |
| 51 | Carting from store to site of works of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve. |
| 52 | 50 mm |
| 53 | Carting from store to site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints . |
| 54 | Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design. |
| 55 | Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve) |
| 56 | Masonry type with RCC cover (more than 150 mm dia valve) |
| 57 | Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover) |
| 58 | Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design (with RCC cover) |
| 59 | Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, excluding supply of MS reinforcement but including ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. |
| 60 | Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction. |
| 61 | Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. including supply of all materials, labour, T&P, etc complete required for proper completion of work. |
| 62 | width 0.3 m to 0.5 m |
| 63 | width 0.5 m to 1.0 m |
| 64 | width 1.0 m to 1.5 m |
| 65 | width 1.5 m to 3.0 m |
| 66 | Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials. |
| 67 | Bituminous Road as per NP specs |
| 68 | Bituminous Road as per PWD specs (4950/1.18) |
| 69 | Brick Road (BOE) |
| 70 | CC Road |
| 71 | Inter locking tile Road |
| 72 | Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. |
| 73 | In Bituminous Roads Nagar Nigam1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (100 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.P/L of 30mm thick DBM with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 % 5a .P/L of 30 mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 %6.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. Providing all necessary barricating and road painting work. |
| 74 | Bitumen Road PWD1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 50mm thick Dense Bituminous Macadam with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 3.4 %5a. Providing and laying tack coat.6..P/L of 40mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 %7.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. Providing all necessary barricating and road painting work. |
| 75 | Brick Road (BOE) |
| 76 | C.C. Road (with 150 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 100 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate |
| 77 | Interlocking Ruber Moulded Tile Road (40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Plain cement concrete in 75 mm thickness 1:6:12 cement :coarse sand: 40 mm stone aggregate in base) |
| 78 | Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. |
| 79 | 100 mm dia. Pipe |
| 80 | 150 mm dia. Pipe |
| 81 | 200 mm dia. Pipe |
| 82 | 250 mm dia. Pipe |
| 83 | Shifting of existing services like electric pole, telephone pole, gas pipe line, etc during the execution of work as per requirement as per Direction of Enginear in Charge |
| 84 | HOUSE CONNECTION IN NEW PIPE LINE |
| 85 | Materials |
| 86 | 20 mm dia (OD) HDPE pipe (12.5 KG/CM2) |
| 87 | 15 mm dia (OD) GI pipe Class- B |
| 88 | Supply of House connection material like GI elbow, Elbow 20mm (OD) HDPE,Brass stop cock heavy duty 15 mm size,PP Adopter 20 mm dia one side brass (OD),20mm PP compresion metal (brass) insert female thread adopter,15 mm GI union heavy duty and HDPE Electrofusion Saddle complete set 90mm to 110 mm |
| 89 | Supply of House connection material like GI elbow, Elbow 20mm (OD) HDPE,Brass stop cock heavy duty 15 mm size,PP Adopter 20 mm dia one side brass (OD),20mm PP compresion metal (brass) insert female thread adopter,15 mm GI union heavy duty and HDPE Electrofusion Saddle complete set 140mm to 160 mm |
| 90 | Supply of House connection material like GI elbow, Elbow 20mm (OD) HDPE,Brass stop cock heavy duty 15 mm size,PP Adopter 20 mm dia one side brass (OD),20mm PP compresion metal (brass) insert female thread adopter,15 mm GI union heavy duty and HDPE Electrofusion Saddle complete set 200 mm |
| 91 | Supply of House connection material like GI elbow, Elbow 20mm (OD) HDPE,Brass stop cock heavy duty 15 mm size,PP Adopter 20 mm dia one side brass (OD),20mm PP compresion metal (brass) insert female thread adopter,15 mm GI union heavy duty, Grn Ferrule heavy duty 15mm and DI Saddle complete set 250 mm (DI PIPE) |
| 92 | Supply of House connection material like GI elbow, Elbow 20mm (OD) HDPE,Brass stop cock heavy duty 15 mm size,PP Adopter 20 mm dia one side brass (OD),20mm PP compresion metal (brass) insert female thread adopter,15 mm GI union heavy duty, Grn Ferrule heavy duty 15mm and DI Saddle complete set 300mm to 350 mm (DI PIPE) |
| 93 | Labour |
| 94 | Supply of 20mm od Clamp for GI pipe and proper Fixing Making ferrule connection in. Distribution mains with saddle piece, service connections, fittings, and fixing of G.M. Ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting GI pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, T&P complete as per direction of EIC |
| 95 | Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge. |
| 96 | In ordinary soil |
| 97 | Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. |
| 98 | In B.O.E. Roads |
| 99 | In C.C. Roads |
| 100 | In Bituminous Roads |
| 101 | In C.C. Interlocking tiles Roads |
| 102 | Reinstatement of following type road As per specification |
| 103 | BOE Road (with 40 % New Bricks and 60 % old Undamaged serviceable bricks) |
| 104 | C.C. Road (with 150 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 100 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate) |
| 105 | In Bituminous Roads Nagar Nigam1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (100 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.P/L of 30mm thick DBM with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 % 5a .P/L of 30 mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 %6.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. Providing all necessary barricating and road painting work. |
| 106 | Bitumen Road PWD1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 50mm thick Dense Bituminous Macadam with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 3.4 %5a. Providing and laying tack coat.6..P/L of 40mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 %7.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. Providing all necessary barricating and road painting work. |
| 107 | Interlocking Ruber Moulded Tile Road (40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Plain cement concrete in 75 mm thickness 1:6:12 cement :coarse sand: 40 mm stone aggregate in base) |
| 108 | LAYING OF RISING MAIN |
| 109 | Supply of ISI marked S&S Centrifugally Cast (Spun) Ductile Iron pipes as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at site of work |
| 110 | 150 mm dia |
| 111 | 200 mm dia |
| 112 | Supply of DI specials as per conformation to I.S.S. suitable for above DI pipes F.O.R. destimation including all taxes and insurance |
| 113 | Earthwork in excavation in pipe line with lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete. |
| 114 | In ordinary soil |
| 115 | Carting from store following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints. |
| 116 | 150 mm Dia |
| 117 | 200 mm dia |
| 118 | Supply of following size screwed down type C.I. single ball air valves. |
| 119 | 50 mm dia |
| 120 | Carting from store to site of works of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve. |
| 121 | 50 mm dia. |
| 122 | Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover) |
| 123 | Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, excluding supply of MS reinforcementbut including ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. |
| 124 | Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction. |
| 125 | Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete. |
| 126 | More than 1.0M |
| 127 | Less Than 1.0M |
| 128 | Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials. |
| 129 | Interlocking Road |
| 130 | Reistatement of Interlocking Ruber Moulded Tile Road (40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Plain cement concrete in 75 mm thickness 1:6:12 cement :coarse sand: 40 mm stone aggregate in base) |
| 131 | PUMP HOUSE |
| 132 | Provide all materials labour T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.60x1.80x3.0)m as per departmental type design and drawing as per the specifications for civil work given in the bid document including supply of all material labour and T&P etc Ist Class Brick work 1:4 cement and Coarse Sand and 12 mm Plaster with cement and coarse sand 1:4 complete U.P. Jal Nigam (Urban) latest specification as per instructions of Engineer ‐in-charge. |
| 133 | Construction of O.H.T. |
| 134 | Supply of all materials labour T&P etc. complete and construction of R.C.C. (M-30 Grade) Over Head Tank of following capacity and staging above ground level with all work complete, including cost of soil testing. All the components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682, I.S.3370 part (I) & (II) and I.S.456.Minimum depth of foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and as per I.S. 875 part-III for wind load on structure (this area is in seismic Zone IV and high damage risk zone for wind).The cost of OHT should be quoted assuming the bearing capacity of soil as 8 M.T.per sqm. including 1M wide RCC staircase from ground level to balcony on Two Seprate Coloums. S.S. ladder made of 50x50x6 mm angle section and 20mm plain S.S. bars (specification of S.S. should be as per IS 800-2007) with hand rails of 20mm medium class S.S. pipes on both sides in three rows from |
| 135 | balcony to top dome resting on an RCC platform (75cmx75cm and 10cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bottom as per design and specification approved by Engineer in charge. 1 m wide R.C.C. M-30 balcony around the tank at the junction point of vertical wall and conical wall. Proper railing of 20mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. The S.S. Pipes will be supported on S.S. posts spaced at intervals not more than 1.5m.Proper ventilator at top dome in circular shape of 1.2 m dia. along with an R.C.C. cover of minimum 1.50m dia and with mosquito net of standard quality along with expanded metaled jali between top dome and RCC cover. Water level indicator fabricated with good quality minimum 45mm x 45mm section, of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc. Lightening conductor should be as per I.S.S.2309 or its latest amendments of latest electricity rules. C.I. manhole cover of min 60x60cm size with locking arrangement, Supply, fixing & jointing of D.I.D./F Pipes (for inlet, outlet, washout and overflow pipes) and specials, duck foot bend and fixing of the sluice valve at outlet and wash out pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm PCC 1:1.5:3 over 75 mm PCC 1:4:8, Apex painting on outer surface of OHT, painting on S.S. ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of OHT, testing of tank for water tightness as per the satisfaction of Engineer In-Charge. incase of soil bearing capacity found less than 8 M T then design of OHT shall be as per actual bearing capacity and if soil bearing capacity found more than 8 MT then tank shall be desing in 8 MT no extra amount shall be paid for lower bearing capacity. |
| 136 | 1500Kl Capacity / 22 M staging |
| 137 | Repairing of existing OHT including supply of all required material also supply of sluice valve ,ladder, railing and fixing labour T&P with painting of OHT Apex Ultima or similar Paint and any work if required complete as per instruction of Engineer- In- Charge |
| 138 | 500Kl Capacity / 16 M staging |
| 139 | Rennovation Pump house including MS aangle chaukhat, Z section window, required RCC work, Plaster 1:4 cement and Coarse Sand, floor,apron, weather coat-All Guard, Apex-Ultima or similar paint etc and all required item directed by Engineer Encharge. |
| 140 | Supply of all meterials, labour, T&P, complete and construction of Single Room Staff quarter for pump operator, chukidar, pump attendent and other as per departmental type design. Approved by enginear in charge plinth area 66 sqm |
| 141 | CONSTRUCTION OF NEW BOUNDARY WALL, APPROACH ROAD AND GATE |
| 142 | Construction of MCS Room, supplying of all material, pipes, grates, etc. complete in all respect FRAMED STRUCTURE as Approved by enginear in charge plinth area 70 sqm as per CPWD/PWD/JALNIGAN (URBAN) specification |
| 143 | Construction of 1.85 m height from GL boundary wall around pumphouse and O.H.T as including supply of all Materials, Labour, Tools and Plants etc. complete.as per departmental type design. Approved by enginear in charge |
| 144 | Supply & fixing of 3.60 M Wide Main Gate & 1.20 M wide MS Wicket Gate including fabrication and supply of steel and construction of boundary RCC pillars Including all labour matarial etc all complete. |
| 145 | Filling of carted earth in water works campus.Provide all meterial, labour, T&P etc. required for proper completion of work including leveling, dressing for development of water works site |
| 146 | C.C. Road (with 150 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 100 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate) |
| 147 | Construction of 300x300 mm size drain including all labour T&P etc complete in water works compound. |
| 148 | Construction of Artificial Water Recharging of Ground water through roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect. As per direction of enginear in charge |
| 149 | Provision of Lighting in campous as per direction of Engineer-in-charge including all materials , labour T&P etc complete. |
| 150 | Water Works Campus |
| 151 | Pump House Campus |
| 152 | Provision of land escapping and aboriculture in campus as per direction of Engineer-in- charge including all materials, labour T&P etc complete. |
| 153 | E&M Work |
| 154 | For Zone - 01 (New TW- 01 No.+ Rebore TW - 01 No.) 600 LPM, 48 M |
| 155 | Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 156 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 157 | Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. |
| 158 | Drilling of Bore (Including water arrangement) |
| 159 | Drilling of 600 mm. dia bore from G.L. to 66 MBGL |
| 160 | Drilling of 500 mm. dia bore from 66 MBGL to 100 MBGL |
| 161 | Drilling of 500 mm. dia bore from 101 to 135 MBGL. |
| 162 | Lowering Of Tubewell Assembly & Shrounding of TW by Pea Gravel |
| 163 | Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 120m BGL. |
| 164 | 300 mm dia MSERW Plain/Slotted pipe from G.L. to 60 MBGL |
| 165 | 200 mm.dia MSERW Plain/Slotted pipe from 60 MBGL to 100 MBGL |
| 166 | 200 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 120 MBGL |
| 167 | Supply including Transportation upto site, loading & unloading of TW assembly of MSERW Pipe. |
| 168 | 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 no M.S. well cap 12mm thick , required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . |
| 169 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect. |
| 170 | Pea Gravel |
| 171 | Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site. |
| 172 | Development of Tubewell |
| 173 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 174 | By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 175 | Chemical and Bacteriological test of water sample from departmental approved lab |
| 176 | Electrical Logging of the Bore |
| 177 | Barricading works of Site |
| 178 | Pumping Plant including Servo Stablizer and Chlorinating Plant 600 LPM/48 M Head - 02 Nos( 01 Nos. for New TW & 01 No for Existing TW) |
| 179 | SITC of 600 LPM, 48 m head or suitable head as per site condition and direction of engineer in charge 2900 rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia size 24 meter column pipe, 100 mm dia NRV, 100 mm dia CI D/F Bend 90 Degree, 100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), TW Housing Cover (Dumdum), earthing, painting, Toolset, Power wiring, pump house internal and external wiring with concealed, 3 Tonne chainpully block P-type indef make and all pumping plant accessories with nut bolts and rubber packing, Kitkat, MCCB, Sunmica wooden board & Supply & Installation of sutable size of armoured cable including lug etc. |
| 180 | SCADA compatable chlorinating System |
| 181 | SITC of Fully automatic Servo Voltage Stabilizer having capacity 20 KVA fully copper winding 3- phase A.C. Supply 50 Hz. Input voltage 200-480 volts, 3 Phase, A.C. Supply output voltage 415 Volts ± 1%, 3 Phase with T/F oil, Power cabling & earthing etc.complete in all respect. |
| 182 | CE / UL certified Intelligent smart energy meter |
| 183 | Motor Operated Actuator with Sluice Valve (100mm) |
| 184 | CE / UL certified Electromagnetic flowmeter of size:100mm |
| 185 | Digital Soft starter (15 KW or suitable size as per site condition and direction of engineer in charge) |
| 186 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) |
| 187 | CE / UL certified Hydrostatatic type sub soil water level transmitter |
| 188 | CE / UL certified Pressure Transmitter |
| 189 | CE / UL certified Surge protector for control panel |
| 190 | CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters |
| 191 | Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. |
| 192 | Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT |
| 193 | Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Module, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements |
| 194 | Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-Design, SITC of Booster Pumps with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect as per 24x7 water supply requirements Considering all DMAs.Flow meter in each DMA as per site requirement size or as per engineer in charge.Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge.SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge.Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA .Radar Type level transmitter as per site requirement size or as per engineer in charge.5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge |
| 195 | Complete trail Run & operation of above Zone including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc. |
| 196 | For Zone - 02 (New TW- 03 No.) 1200 LPM, 54 M |
| 197 | Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 198 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 199 | Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. |
| 200 | Drilling of Bore (Including water arrangement) |
| 201 | Drilling of 600 mm. dia bore from G.L. to 66 MBGL |
| 202 | Drilling of 500 mm. dia bore from 66 MBGL to 100 MBGL |
| 203 | Drilling of 500 mm. dia bore from 101 to 165 MBGL. |
| 204 | Lowering Of Tubewell Assembly & Shrounding of TW by Pea Gravel |
| 205 | Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL. |
| 206 | 300 mm dia MSERW Plain/Slotted pipe from G.L. to 60 MBGL |
| 207 | 200 mm.dia MSERW Plain/Slotted pipe from 60 MBGL to 100 MBGL |
| 208 | 200 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 150 MBGL |
| 209 | Supply including Transportation upto site, loading & unloading of TW assembly of MSERW Pipe. |
| 210 | 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 no M.S. well cap 12mm thick , required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . |
| 211 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect. |
| 212 | Pea Gravel |
| 213 | Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site. |
| 214 | Development of Tubewell |
| 215 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 216 | By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 217 | Chemical and Bacteriological test of water sample from departmental approved lab |
| 218 | Electrical Logging of the Bore |
| 219 | Barricading works of Site |
| 220 | Pumping Plant including Servo Stablizer and Chlorinating Plant 1200 LPM/54 M Head - 03 Nos( 03 Nos. for New TW) |
| 221 | SITC of 1200 LPM, 54 m head or suitable head as per site condition and direction of engineer in charge 2900 rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia size 24 meter column pipe, 150 mm dia NRV, 150 mm dia CI D/F Bend 90 Degree, 150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), TW Housing Cover (Dumdum), earthing, painting, Toolset, Power wiring, pump house internal and external wiring with concealed, 3 Tonne chainpully block P-type indef make and all pumping plant accessories with nut bolts and rubber packing, Kitkat, MCCB, Sunmica wooden board & Supply & Installation of sutable size of armoured cable including lug etc. |
| 222 | SCADA compatable chlorinating System |
| 223 | SITC of Fully automatic Servo Voltage Stabilizer having capacity 40 KVA fully copper winding 3- phase A.C. Supply 50 Hz. Input voltage 200-480 volts, 3 Phase, A.C. Supply output voltage 415 Volts ± 1%, 3 Phase with T/F oil, Power cabling & earthing etc.complete in all respect. |
| 224 | CE / UL certified Intelligent smart energy meter |
| 225 | Motor Operated Actuator with Sluice Valve (150mm) |
| 226 | CE / UL certified Electromagnetic flowmeter of size:150mm |
| 227 | Digital Soft starter (22 KW or suitable size as per site condition and direction of engineer in charge) |
| 228 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) |
| 229 | CE / UL certified Hydrostatatic type sub soil water level transmitter |
| 230 | CE / UL certified Pressure Transmitter |
| 231 | CE / UL certified Surge protector for control panel |
| 232 | CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters |
| 233 | Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. |
| 234 | Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT |
| 235 | Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Module, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements |
| 236 | Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :-Flow meter in each DMA as per site requirement size or as per engineer in charge.Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge.SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge.Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA.Radar Type level transmitter as per site requirement size or as per engineer in charge.5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge. |
| 237 | Complete trail Run & operation of above Zone including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc. |
| 238 | LCS (Local Control Station) |
| 239 | SITC of Local Control Station (LCS) including all required necessary equipments, Air conditioner, furniture to complete Scada work as per site requirement or as per engineer in charge & Complete trail Run & operation of LCS including Scada system with 02 year comsumable items from complition e,g Sim & internet rechrage etc. Please Enable Macros to View BoQ information |
