Tender For 24 X 7 Water Supply Scheme In 7 Selected Wards Of Nagar Nigam Ayodhya
Tender Value
77.53 Crore
Estimated cost
Bid Submission
10 Feb 2023
0 days left
EMD
77.35 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ayodhya → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For 24 X 7 Water Supply Scheme In 7 Selected Wards Of Nagar Nigam Ayodhya Surveying, Soil Investigation, Design And Supply Of All Materials, Labour, T And P Etc. Complete Required For Completion Of Following Works Of 24 X 7 Water Suuply Scheme In 7 Selected Wards Of Nagar Nigam Ayodhya
BOQ
| Sl. No. | Item Description |
| 1 | Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/1995 and IS-8329/2000 or their latest amendment including F.O.R. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. Rates are including Supply of all DI specials required for completion of work. |
| 2 | DI Pipe K-7 |
| 3 | 100 mm dia |
| 4 | 150 mm dia |
| 5 | 200 mm dia |
| 6 | 250 mm dia |
| 7 | 300 mm dia |
| 8 | 350 mm dia |
| 9 | 400 mm dia |
| 10 | 450 mm dia |
| 11 | 500 mm dia |
| 12 | Carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. Including carting and laying/jointing of specials required for completion of work. |
| 13 | DI Pipe K-7 |
| 14 | 100 mm dia |
| 15 | 150 mm dia |
| 16 | 200 mm dia |
| 17 | 250 mm dia |
| 18 | 300 mm dia |
| 19 | 350 mm dia |
| 20 | 400 mm dia |
| 21 | 450 mm dia |
| 22 | 500 mm dia |
| 23 | Excavation for pipeline work in Ordinary Soil with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead. |
| 24 | As per Design |
| 25 | In ordinary Soil |
| 26 | In Soil mixed with bajri, kankar & Moorum/ hard soil. |
| 27 | Supply and delivery of CI/DI flanged end sluice valve PN-1.0 (MPa) with Body and Bonnet of Cast iron/Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538including all taxes, duties and transportation. |
| 28 | C. I. D/F Sluice Valve |
| 29 | 100 mm dia |
| 30 | 150 mm dia |
| 31 | 200 mm dia |
| 32 | 250 mm dia |
| 33 | 300 mm dia |
| 34 | 350 mm dia |
| 35 | 400 mm dia |
| 36 | 450 mm dia |
| 37 | 500 mm dia |
| 38 | Supply and delivery of CI/DI Scour valvePN-1.6(MPa) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538including all taxes, duties andtransportation.Scour Valve 80 mm dia |
| 39 | Stainless Steel (S.S-304) Landing (Fire Hydrant) Valve (Flanged) IInlet 80mm & Outlet 65mm, as per IS :5290, Flanged Ends to IS:1538.Fire Hydrant 80 mm dia |
| 40 | C.I. Single ball type Air Valve 20 mm dia |
| 41 | Supply & laying jointing of flanged Tee, tailpiece, Distance Piece, Flanged Spigot, reducer other specials required for fixing of Valves. Cost shall be calculated @10% of valve supply amount. |
| 42 | Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete including supply of jointing materials. |
| 43 | C. I. D/F Sluice Valve |
| 44 | 100 mm dia |
| 45 | 150 mm dia |
| 46 | 200 mm dia |
| 47 | 250 mm dia |
| 48 | 300 mm dia |
| 49 | 350 mm dia |
| 50 | 400 mm dia |
| 51 | 450 mm dia |
| 52 | 500 mm dia |
| 53 | Scour Valve 80 mm dia |
| 54 | Fire Hydrant 80 mm dia |
| 55 | C.I. Single ball type Air Valve 20 mm dia |
| 56 | Supply of all materials and construction offollowing chambers as per type design with supply of all labour, T&P etc. complete. |
| 57 | Masonary Type Chamber with Precast concrete opening. |
| 58 | Fire Hydrant Chamber withPrecast concrete opening. |
| 59 | Air Valve Chamber withPrecast concrete opening. |
| 60 | Surface Box Type withPrecast concrete opening. |
| 61 | Dismentling of following type of road and stacking of useful materials, and disposal of debris upto 8 km lead including supply of all materials, labour, T&P etc. complete. |
| 62 | BOE Road |
| 63 | Cement Concrete Road |
| 64 | Bitumen Road |
| 65 | Interlocking Tile Road |
| 66 | Permanent Reinstatement of following type road as per specification of PWD/Local body. |
| 67 | BOE Road ( with40 % New Bricks and 60 % old Undamaged serviceable bricks) |
| 68 | C.C. Road (with 125 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 125 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate) |
| 69 | Bitumen Road in 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 aggregateto wet mix macadam. (100 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 40mm 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. |
| 70 | Bitumen Road on PWD roads1.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 aggregateto wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading 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 %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. |
| 71 | Interlocking Tile Road ( 40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base.) |
| 72 | Supply of all materials, labour T&P for shiftingof electric cable 11/33 kv supply cable. |
| 73 | Crossing of road or large Nala or structure or road by trenchless method having casing pipe. |
| 74 | 500 mm dia MS pipe upto 2 mtr depth. |
| 75 | Construction of RCC thurst block including supply of all material Steel etc, labour and T&P |
| 76 | 100 mm dia |
| 77 | 150 mm dia |
| 78 | 200 mm dia |
| 79 | 250 mm dia |
| 80 | 300 mm dia |
| 81 | 350 mm dia |
| 82 | 400 mm dia |
| 83 | 450 mm dia |
| 84 | 500 mm dia |
| 85 | Supply of all materials, labour T&P and provide Drain crossing with MS pipe in casing. |
| 86 | With 300 mm dia MS pipe |
| 87 | With 400 mm dia MS pipe |
| 88 | With 500 mm dia MS pipe |
| 89 | Rising Main |
| 90 | Supply of D.I. pipes (K-9)offollowing size/wall thickness with I.S. 8329/2000 or its latest amendments with jointing materials including for destination and all taxes and insurance etc. complete. |
| 91 | 200 mm dia DI K-9 |
| 92 | 250 mm dia DI K-9 |
| 93 | Excavation of earth for pipe line trenches with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50M lead etc. complete. |
| 94 | Excavation of ordinary soil |
| 95 | Excavation in mixed soil with bajri, kankar, mooram etc. |
| 96 | Carting from store to site of work following D.I. Pipe with specials, lowering the same into trenches and laying true to alignment and gradient including jointing properly testing of pipe line (but excluding the cost of trenching and cutting of pipe for making the length) etc. complete. |
| 97 | 200 mm dia DI K-9 |
| 98 | 250 mm dia DI K-9 |
| 99 | Supply and delivery of CI/DI flanged end sluice valve PN-1.6(MPa) with Body and Bonnet of Cast iron/Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538including all taxes, duties and transportation.Non Rising Type |
| 100 | 200 mm dia |
| 101 | 250 mm dia |
| 102 | Carting of following sizes CI sluice valve /air valvefromdepartmental store to site of work lowering the same into trenches and fixing in position andjointing the same with supply of all material and testing etc. complete. |
| 103 | 200 mm dia |
| 104 | 250 mm dia |
| 105 | Supply of all materials and construct following type sluice valve chambers complete as per typedesign. |
| 106 | (a) Masonary Type S.V. Chamber as per unit estimate |
| 107 | Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. |
| 108 | BOE Road |
| 109 | C.C. Road |
| 110 | Bitumen Road |
| 111 | Interlocking |
| 112 | Reinstatement of following type road charges to be paid to PWD/Local body. |
| 113 | BOE Road |
| 114 | C.C. Road (with 125 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 125 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate) |
| 115 | Bitumen Road in 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 aggregateto wet mix macadam. (100 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 40mm 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. |
| 116 | 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 aggregateto wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading 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. |
| 117 | Interlocking Tile Road ( 40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base.) |
| 118 | Supply of all material, labour, T&P and construct RCC thrust blocks at the bends of DI pipeetc. complete.(as per CPHEEO specuification and departmental design) |
| 119 | 200 mm dia DI pipe |
| 120 | 250 mm dia DI pipe |
| 121 | Bypass Arrangement from rising main to distribution main including supply of sluice valve, A/F tee, CI/DI flange spigot, distance piece etc and carting, laying, jointing of all material, specials. This include all material, labour T&P. Excluding cost of Rising main, its laying jointing and excavation. |
| 122 | 200 mm to 350 mm dia DI K 9 |
| 123 | 250 mm to 500 mm dia DI K 9 |
| 124 | 250 mm to 300 mm dia DI K 9 |
| 125 | 200 mm to 400 mm dia DI K 9 |
| 126 | 200 mm to 500 mm dia DI K 9 |
| 127 | Interconnection of rising main with tubewell including supply , carting, laying & jointing of sluice valve, Tee, tailpiece, bend and other specials etc. including all labour , material T&P. As per unit estimate |
| 128 | 200 mm dia |
| 129 | HOUSE CONNECTION IN NEW PIPE LINE |
| 130 | Residential House Connection |
| 131 | Materials |
| 132 | 20 mm dia (OD) HDPE pipe (12.5 KG/CM2) |
| 133 | 15 mm dia (OD) GI pipe Class- B |
| 134 | Elbow 15 mmGI for above pipe |
| 135 | Elbow 20mm (OD) HDPE |
| 136 | Providing & supplying of clamp saddle (DI strap saddle) for House service connections shall be of fastened strap type with threaded outlet for service connection.Clamp saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated ( insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type up to pipe size of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut bolt washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc. shall be non-corrosive material sucha as engineering plastic (PE/PP) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 S. No. items unit rates in Rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. |
| 137 | 100 NB x 15 mm, 20 mm, 25 mm |
| 138 | 150 NB x 15 mm, 20 mm, 25 mm |
| 139 | 200 NB x 15 mm, 20 mm, 25 mm |
| 140 | 250 NB x 15 mm, 20 mm, 25 mm |
| 141 | 300 NB x 15 mm, 20 mm, 25 mm |
| 142 | 350 NB x 15 mm, 20 mm, 25 mm |
| 143 | 20 mm PP Adapter |
| 144 | 15 mm GI union |
| 145 | Brass ferrule heavy duty 15 mm size with end cap. |
| 146 | Brass stop cock heavy duty 15 mm size. |
| 147 | Labour |
| 148 | Making ferrule connection in. Distribution mainswith 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 |
| 149 | Excavation |
| 150 | Excavation and Back filling of pitt and trenches |
| 151 | Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. |
| 152 | In C.C. Roads |
| 153 | In Bituminous Roads |
| 154 | In B.O.E. Roads |
| 155 | In C.C. Interlocking tiles Roads |
| 156 | Reinstatement of following type road As per specification |
| 157 | In C.C. Roads |
| 158 | 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 aggregateto wet mix macadam. (100 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 40mm 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. |
| 159 | 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 aggregateto wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading 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. |
| 160 | In B.O.E. Roads |
| 161 | In C.C. Interlocking tiles Roads |
| 162 | Commercial House Connection |
| 163 | Materials |
| 164 | 20 mm dia (OD) HDPE pipe (12.5 KG/CM2) |
| 165 | 20 mm dia (OD) GI pipe Class- B |
| 166 | Elbow 20 mmGI for above pipe |
| 167 | Elbow 20mm (OD) HDPE |
| 168 | Providing & supplying of clamp saddle (DI strap saddle) for House service connections shall be of fastened strap type with threaded outlet for service connection.Clamp saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated ( insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type up to pipe size of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut bolt washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc. shall be non-corrosive material sucha as engineering plastic (PE/PP) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 S. No. items unit rates in Rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. |
| 169 | 100 NB x 15 mm, 20 mm, 25 mm |
| 170 | 150 NB x 15 mm, 20 mm, 25 mm |
| 171 | 200 NB x 15 mm, 20 mm, 25 mm |
| 172 | 250 NB x 15 mm, 20 mm, 25 mm |
| 173 | 300 NB x 15 mm, 20 mm, 25 mm |
| 174 | 350 NB x 15 mm, 20 mm, 25 mm |
| 175 | 20 mm PP Adapter |
| 176 | 20 mm GI union |
| 177 | Brass ferrule heavy duty 15 mm size with end cap. |
| 178 | Brass stop cock heavy duty 15 mm size. |
| 179 | Labour |
| 180 | Making ferrule connection in. Distribution mainswith 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 |
| 181 | Excavation |
| 182 | Excavation and back filling of pitt and trenches |
| 183 | Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. |
| 184 | In C.C. Roads |
| 185 | In Bituminous Roads |
| 186 | In B.O.E. Roads |
| 187 | In C.C. Interlocking tiles Roads |
| 188 | Reinstatement of following type road As per specification |
| 189 | In C.C. Roads |
| 190 | In Bituminous Roads Nagar NigamBitumen Road in 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 aggregateto wet mix macadam. (100 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 40mm 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. |
| 191 | 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 aggregateto wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading 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. |
| 192 | In B.O.E. Roads |
| 193 | In C.C. Interlocking tiles Roads |
| 194 | Supply and installation of multijet AMR / AMI based domestic water meter class-B (15 mm) with Wi-fi wireless metering. Cost includes complete setup of automatic meter reading solution. AMR module specification shall be approved by department. |
| 195 | Supply and installation of multijet AMR / AMI based commercial water meter class-B (20 mm) with Wi-fi wireless metering. Cost includes complete setup of automatic meter reading solution. AMR module specification shall be approved by department. |
| 196 | Over Head Tank |
| 197 | Supply of all materials labour T&P etc. complete and construction of R.C.C. (M30 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 M30 concrete & specially in M-30 construction of water bearing structure 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. M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars(specification of M.S. should be as per IS 800-2007) with hand rails of 20mm medium class G.I. pipes on both sides in three rows from 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. M25 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 G.I. Pipes will be supported on M.S. posts made ofor RCC post,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 minimum45mm x 45mm x 6mmM.S. angle with indicator board scale made 50x50x6mm M.S. angle 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 C.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 put pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm PCC 1:2:4 over 75 mm PCC 1:4:8, Apex painting on outer surface of OHT, painting on MS 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. |
| 198 | Rinmochan Operation Zone |
| 199 | For 1300Kl Capacity/26 M, staging |
| 200 | Meerapur Operation Zone |
| 201 | For 1900Kl Capacity/23M, staging |
| 202 | Maniramdas Operation Zone |
| 203 | For 2400Kl Capacity/24M, staging |
| 204 | Construction of new pumphouse( 3.6 x 3.0 m) cum chlorinator( size 2.8 x 1.8 m) As per departmental drawing & design. |
| 205 | Construction of boundary wall around STP and Sump/pump house as per type design including supply of all Materials, Labour, Tools and Plants etc. complete. |
| 206 | Supply & fixing of 3.60 M wide MS Gate and 1.2 m wide MS gate including fabrication and supply of steel and construction of boundary pillars all complete. |
| 207 | Earth filling in plinth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. This include supply of earth from 12 km lead. |
| 208 | Construction of interlocking approach road including supply of all materials, labour, tools and plants etc. complete. Including construction of Sub base (P.C.C. 1:6:12 (75mm thick)) and C.C. edging of 100 mm height. Interlocking tiles shall be rubber moulded80 mm thick minimum M 35 grade. |
| 209 | Water works campus development including landscaping, horticulture in minimum 30% of land as per direction of engineer in charge. |
| 210 | Renovation of old pumphouse (3.6x3 m) cum chlorinator and Boundary wall ( upto 30 mtr length including all brickwork, CC, plaster, painting complete etc.) |
| 211 | Construction ofAdmin Building with Training center.Rate is per sqm of plinth area. Building shall be RCC framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings( min 20 fan, min 10 exhaust fans , min. 10 Nos A.C., min. 100 LEDs, min 3 LED displays 43 inch size etc.), required fall/ wall panneling, . All specification shall be conforming to PWD/CPWD/C&DS building specification. |
| 212 | Construction ofmaster control station.Rate is per sqm of plinth area. Building shall be RCC framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings. All specification shall be conforming to PWD/CPWD/C&DS building specification. |
| 213 | Construction of booster pump room as per department approved drawing and design rate per sqm of plinth area. |
| 214 | Zone 1 Awadhpuri 1200 LPM 60 m Head |
| 215 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 216 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 217 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 218 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 219 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 220 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 221 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 222 | Drilling of Bore (Including water arrangement) For each TW |
| 223 | Logging of Bore |
| 224 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 225 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 226 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 227 | 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. |
| 228 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 229 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 230 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 231 | Development of \"Tubewell |
| 232 | Cutting of TW Cover and rewelding for compressor |
| 233 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 234 | Cutting of TW Cover and rewelding for OP unit works |
| 235 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 236 | Chemical and bacteriological test |
| 237 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 238 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 239 | 1200 LPM, 60 m head 2900 rpm, 30 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 240 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 241 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 242 | Trial & Run of pumping plant |
| 243 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 244 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW, REBORET/W & OHT |
| 245 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 246 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 247 | Zone 2 Balgangadhar Tilak 1200 LPM 48 m Head |
| 248 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 249 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 250 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 251 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 252 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 253 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 254 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 255 | Drilling of Bore (Including water arrangement) For each TW |
| 256 | Logging of Bore |
| 257 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 258 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 259 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 260 | 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. |
| 261 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 262 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 263 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 264 | Development of \"Tubewell |
| 265 | Cutting of TW Cover and rewelding for compressor |
| 266 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 267 | Cutting of TW Cover and rewelding for OP unit works |
| 268 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 269 | Chemical and bacteriological test |
| 270 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 271 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 272 | 1200 LPM, 48 m head 2900 rpm, 25 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 273 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 274 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 275 | Trial & Run of pumping plant |
| 276 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 277 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW,REBORET/W & OHT |
| 278 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 279 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 280 | Zone 3 Rinmochan Ghat 1200 LPM 60 m Head |
| 281 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 282 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 283 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 284 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 285 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 286 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 287 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 288 | Drilling of Bore (Including water arrangement) For each TW |
| 289 | Logging of Bore |
| 290 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 291 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 292 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 293 | 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. |
| 294 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 295 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 296 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 297 | Development of \"Tubewell |
| 298 | Cutting of TW Cover and rewelding for compressor |
| 299 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 300 | Cutting of TW Cover and rewelding for OP unit works |
| 301 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 302 | Chemical and bacteriological test |
| 303 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 304 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 305 | 1200 LPM, 60 m head 2900 rpm, 30 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 306 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 307 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 308 | Trial & Run of pumping plant |
| 309 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 310 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW, REBORET/W & OHT |
| 311 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 312 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 313 | Zone 4 Meerapur 1200 LPM 60 m Head |
| 314 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 315 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 316 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 317 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 318 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 319 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 320 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 321 | Drilling of Bore (Including water arrangement) For each TW |
| 322 | Logging of Bore |
| 323 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 324 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 325 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 326 | 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. |
| 327 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 328 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 329 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 330 | Development of \"Tubewell |
| 331 | Cutting of TW Cover and rewelding for compressor |
| 332 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 333 | Cutting of TW Cover and rewelding for OP unit works |
| 334 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 335 | Chemical and bacteriological test |
| 336 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 337 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 338 | 1200 LPM, 60 m head 2900 rpm, 30 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 339 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 340 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 341 | Trial & Run of pumping plant |
| 342 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 343 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW, REBORET/W & OHT |
| 344 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 345 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 346 | Zone 5 Maniramdas 1200 LPM 60 m Head |
| 347 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 348 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 349 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 350 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 351 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 352 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 353 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 354 | Drilling of Bore (Including water arrangement) For each TW |
| 355 | Logging of Bore |
| 356 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 357 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 358 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 359 | 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. |
| 360 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 361 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 362 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 363 | Development of \"Tubewell |
| 364 | Cutting of TW Cover and rewelding for compressor |
| 365 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 366 | Cutting of TW Cover and rewelding for OP unit works |
| 367 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 368 | Chemical and bacteriological test |
| 369 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 370 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 371 | 1200 LPM, 60 m head 2900 rpm, 30 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 372 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 373 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 374 | Trial & Run of pumping plant |
| 375 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 376 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW,REBORET/W & OHT |
| 377 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 378 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 379 | Zone 6 Hanuman Garhi 1200 LPM 48 m Head |
| 380 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 381 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 382 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 383 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 384 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 385 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 386 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 387 | Drilling of Bore (Including water arrangement) For each TW |
| 388 | Logging of Bore |
| 389 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 390 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 391 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 392 | 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. |
| 393 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 394 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 395 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 396 | Development of \"Tubewell |
| 397 | Cutting of TW Cover and rewelding for compressor |
| 398 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 399 | Cutting of TW Cover and rewelding for OP unit works |
| 400 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 401 | Chemical and bacteriological test |
| 402 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 403 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 404 | 1200 LPM, 48 m head 2900 rpm, 25 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 405 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 406 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 407 | Trial & Run of pumping plant |
| 408 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 409 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW, REBORET/W & OHT |
| 410 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 411 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 412 | Zone 7 Jalkal Vibhag 1200 LPM 60 m Head |
| 413 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 414 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 415 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 416 | Supply of TW assembly of MSERW pipe including carting, loading & unloading |
| 417 | 300 mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 noM.S. well cap 12 mm thick ,11 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respectFor each TW. |
| 418 | 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 15 no center guide etc comp in all respect. For each TW. |
| 419 | Supply of Pea Gravel Lal Kuwan Querry duly screened washed and proper Stacking |
| 420 | Drilling of Bore (Including water arrangement) For each TW |
| 421 | Logging of Bore |
| 422 | Drilling of 600mm dia bore from G.L. to 65m BGL. |
| 423 | Drilling of 500mm dia bore from 65 M BGL. to 100m BGL. |
| 424 | Drilling of 500mm dia bore from 101 m BGL to 165m BGL. |
| 425 | 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. |
| 426 | Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL. |
| 427 | Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL. |
| 428 | Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL. |
| 429 | Development of \"Tubewell |
| 430 | Cutting of TW Cover and rewelding for compressor |
| 431 | By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. |
| 432 | Cutting of TW Cover and rewelding for OP unit works |
| 433 | By OP Unit of Sutaible capacity including T&P, labour and material required for completion of work. |
| 434 | Chemical and bacteriological test |
| 435 | Miscellaneous work of T/W e.g vehicle for watch & ward during construction period, Trial and Run, DLP Period, safety, baricadding and other site arrangements |
| 436 | Supply, Inatallation, Commissioning & Testing of Pumping Plant,Chlorinating Plant &Voltage Stabilizer |
| 437 | 1200 LPM, 60 m head 2900 rpm, 30 H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with cubical panel for Suitable operation of motor pump set. |
| 438 | Main piping and valves of 150 MM dia 7.1 mm thick M.S. column pipe 24m,D/F Pipe 1.0m long 01 No.,D/F Pipe 1.5m long 02 No., D/F Bend, A/F Tee, D/F Sluice Valve 2 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block,Scada Compatible Chlorinating plant,Wiring of pump House &Painting etc.complete. For each TW |
| 439 | Fully automatic ServoVoltage Stabilizer having capacity50 KVA fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect. |
| 440 | Trial & Run of pumping plant |
| 441 | Three Month Trial & Run, Handing over of T/W, Pumping plant and Accessories, with Sodium hypochloride solution, Vehicle, watch & ward . |
| 442 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA FOR NEW, REBORET/W & OHT |
| 443 | Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow as per 24x7 water supply requirements |
| 444 | Automation ofESRincluding automation of interconnected tubewells and Supply Installation Testing and Comissioning of Booster pumps, Level sensors, level transmitter, Actuator based valves, Bulk Water Meters, Flow Control valves, resedual Chlorine Detectors,solar based Digital Power Transmitters, DG Setsof Suitable Capacity for Complete ESR, security survillance cameras for campus, Electromagnetic flowmeter of suitable size, power and control wiring , required RTUs Desktop PC, Servers, Water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each DMA of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones. |
| 445 | SUPPLY, INSTALLATION TESTING & COMMISSIONINGOF SCADA MCS (MASTER CONTROL STATION) FOR each DMA of all Zones |
| 446 | SCADA MCS ( MASTER CONTROL STATION)complete in all respect |
AI Tender Summary
Tender Timeline
Jan 18, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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