Public Health Engineer Organisation has published Tender For Improvement Of Water Supply To Boudhgarh N.A.C. Including Om For 5 Years Under Amrut 2.0, Swap-I. Submission Date for this Tender is 21-06-2023. Electrification Work Tenders in boudh Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Design, Drawing, Construction, Commissioning & Testing of RCC Intake well 4.50M dia, 20.0M Depth including dewatering, cofferdam, 5.0M height RCC pump house on the well, EOT Crane- 3 Tonne capacity, arrangement of2.50M wide RCC/MS walk way - 50 mtr etc. all complete as scope & specification and direction of Engineer-in-Charge |
| 2 | Construction of RCC/MS Foot bridge at intake site for water supply to Boudh NAC - 50m Length (Additional) Earth work in all kinds ofsoil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. Column |
| 3 | Supply of all labour, T&P and materials for sand filling in F&P including cost, conveyance, royality all taxes etc complete as per direction of Engineer-in-charge. Column |
| 4 | Cement concrete (1:3 :6) with 4cm size hard granite metal includingcost,conveyance,royality all taxes etc complete as per direction of Engineer-in-charge. Column |
| 5 | Cement concrete M 20 with 12mm & 20 mm size chips. for R.C.C work including cost of Centering & shuttering charges Beyond 1.5m to 4.5 mtr Foundation (Base Slab) |
| 6 | Column |
| 7 | Slab |
| 8 | Supplying fitting and ucoated HYSD bar rein forcement complete as per drawing and technical specification. |
| 9 | 12mm. thick cement plaster in cement mortar (1:3) for RCC surfaces finished smooth including closed deep chipping and slurry treatment. |
| 10 | Site Development works including stone Pitching, dredging, Blasting wherever required, Gardening & Beautification of Intake Site, New Proposed WTP and 2 Nos. ESR Site. Earth work in all kinds of soil inembankments, roads, etc. wtihin 50m initial lead and 1.5m initial lift includingrough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depthand as per specification approved |
| 11 | Supplying all materials, labour, T&P and providing rough stone dry packing in approns and revetment with hard granite stone including cost of all materials, taxes, conveyance of all materials to work site, labour cess etc all completeas per specification and direction of Engineer-in-charge. |
| 12 | Fillingthe site with sand well watered and rammed including cost of all materials with cost of all labour& T&P required for the work etc. complete |
| 13 | Fillingthe site with earth well watered and rammed including cost of all materials with cost of all labour& T&P required for the work etc. complete |
| 14 | Supplying all materials, labour, T&P for construction of Construction of Watchman Shed at Intakeof size 4.0m x 5.5m as per specification and direction of E.I.C. |
| 15 | Supplying all materials, labour, T&P for construction of 500m Boundary wallincluding gate pillar and gate as per specification and direction of E.I.C. |
| 16 | Construction of Pillar and Gate (Double leafed 6m x 1.8m height - 1 No. & Single leafed 1.3m x 1.8m - 1 No.) |
| 17 | Leading Channel with Screen arrangement Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. Ist Depth(0.0m to 2.5 m) |
| 18 | 2nd Depth (1.5mto 2.5m) |
| 19 | Cement concrete (1:3 :6) with 4cm size hard granite metal. |
| 20 | Cement concrete (1:11/2:3) with 12mm. size crusher broken hard Granite chips for R.C.C. work including hoisting & laying and centering shuttering with cost of all labour, materials with all taxes, lead, T & P etc all complete. |
| 21 | Rigid smooth centring and shuttering for R.C.C. works including false work and dismantlingthen after castingincluding cost of materials all complete. R.C.C. Walls and Fins including attached Pillasters in Ground Floor |
| 22 | Providing, Cutting,Bending. Binding, Hooking, Tying, & Placing in proper position with TOR Steel with cost conveyance and taxes of all material with cost of all labour& T&P required for the work etc. complete |
| 23 | Raw Water Raising Main |
| 24 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately,as per direction of Engineer-in-charge. 150 mm diaDI (K9) |
| 25 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. For laying 150mm diaDI (K9) Deduct CC road Add Extra 10% E.W for laying C.I/D.I/MS specials Total Earth work In all kinds of soil (90% as per division) |
| 26 | In D.I Rock(10% as per division) |
| 27 | Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid for separately) 150 mm diaDI (K9) |
| 28 | Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work) 5% weight of pipe |
| 29 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete . 150mm dia DI (K-9) |
| 30 | Providing & fixing of Kirloskar/equivalent make DIdouble flanged Non Rising spindle typeSluice Valveconfirming to IS 14846 including all materials, labours, insertions & nut-bolt complete.(Kirloskar make) For Installation/Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose. 150 mm Dia Sluice With Hand Wheel & Without bypass arrangements.(PN=1.6) |
| 31 | Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete 50mm diaTamper Proof Kinetic Double Air Valve ( 1.6 standard ) |
| 32 | Supplying all materials,labour and T&P and constructing brick masonry chamber as per P.H. specification and design all complete including RCC Cover Slab(per each) Construction of brick masonry sluice valve Chamber of size (0.9mx0.9mx1.5m)Annexure-E |
| 33 | Construction of Thrust Block of RCC M-20 (1.0mX1.0mX1.0m)Annexure-F |
| 34 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specificationof following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C. 168.3mm outer dia M.S.Pipe (4.5mm thick) |
| 35 | 150mm dia M.S. Flange.(12mm thick) |
| 36 | Supplying all labour and T&P for cutting of following dia MS pipe of followingthickintreanchesbygascuttersetofpocketetcall complete 168.3mm outer dia upto 8mm thickness |
| 37 | Supplying all labour and T&P for jointing following dia MS pipe up to 8.0mm thick in treanches by Welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site. 168.3mm outer dia upto 8mm thickness |
| 38 | Supplying all meterial labour and T&P and making flanged joint for CI pipes and specials of the following diameter including testubg if joint as per specification all complete 168.3mm outer dia upto 8mm thickness |
| 39 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. Rate for Froundation (1st depth) 150 mm dia DI (K9) Total Excavation Quantity Total Volume of Pipe to be deducted Road restoration(Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour.) Cement concrete (1:3:6) Cement concrete (1:2:4) |
| 40 | Supplying all materials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge. |
| 41 | Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending of C.C Road) |
| 42 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge. |
| 43 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from siteto a distance 5 km away etc all complete andas per the specifications and directions of engineer-in-charge. Quantity of Sand +Quantity of CC+Quantity of PCC+ Volume of pipe |
| 44 | 1.0 MLD Capacity Water Treatment Plant |
| 45 | Design, Drawing, Construction, Commissioning & Testing ofconventional WTP with Cascade aerator, Raw water channel, Chemical house, Chemical store, Dosing arrangements, /Chlorinator, Flash Mixer, Rapidmix, HBCF, RGF /Clariflocculator, bye pass channel, filter house & back wash arrangement with pump, CWR, Clear water pump house, Lab, Administrative Block, internal road & lighting, internal drainage arrangement, internal electrification /Arboriculture etc, but excluding clear water pumps , External Electrification, Automation & instrumentation & sludge Treatment. WTP of 1 MLD |
| 46 | Supplying all materials, labour, T&P for construction ofBoundary wallincluding gate pillar as per approved drawing, specification and direction of Engineer in Charge |
| 47 | Cost of Pillar and Gate (Double leafed 6m x 1.8m height - 1 No. & Single leafed 1.3m x 1.8m - 1 No.) |
| 48 | Clear Water Rising Main |
| 49 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately,as per direction of Engineer-in-charge. 150mm diaDI (K9) |
| 50 | 200mm diaDI (K9) |
| 51 | 300mm diaDI (K9) |
| 52 | 350mm diaDI (K9) |
| 53 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. For laying 350mm diaDI (K9) For laying 300mm diaDI (K9) For laying 200mm diaDI (K9) For laying 150mm diaDI (K9) Deduct CC road Add Extra 10% E.W for laying C.I/D.I/MS specials In all kinds of soil(90% as per division) |
| 54 | In D.I Rock(10% as per division) |
| 55 | Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid for separately) 150mm diaDI (K9) |
| 56 | 200mm diaDI (K9) |
| 57 | 300mm diaDI (K9) |
| 58 | 350mm diaDI (K9) |
| 59 | Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work) 5% weight of pipe 150mm diaDI (K9) |
| 60 | 200mm diaDI (K9) |
| 61 | 300mm diaDI (K9) |
| 62 | 350mm diaDI (K9) |
| 63 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete . 150mm diameter |
| 64 | 200mm diameter |
| 65 | 300mm diameter |
| 66 | 350mm diameter |
| 67 | Providing & fixing of Kirloskar/equivalent make DIdouble flanged Non Rising Spindle type Sluice Valveconfirming to IS 14846 including all materials, labours, insertions & nut-bolt complete. For Installation/Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose. 150mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6) |
| 68 | 200mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6) |
| 69 | 300mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6) |
| 70 | 350mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6) |
| 71 | Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete 50mm diaDamper Proof Kinetic Double Air Valve |
| 72 | 80mm dia Damper Proof Kinetic Double Air Valve |
| 73 | Supplying all materials,labour and T&P and constructing brick masonry chamber as per P.H. specification and design all complete including RCC Cover Slab(per each) Construction of brick masonry sluice valve Chamber of size (0.9mx0.9mx1.5m) |
| 74 | Construction of Thrust Block of RCC M-20 (1.0mX1.0mX1.0m)Annexure-F |
| 75 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specificationof following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C. 150mm dia M.S. Pipe (4.50 mm thick ) |
| 76 | 150mm dia MS Flange( 12 mm Thick) |
| 77 | 150mm dia x 45" M.S. Bend |
| 78 | 200mm dia M.S.Pipe (6.30mm thick) |
| 79 | 200mm dia M.S. Flange.(12mm thick) |
| 80 | 200mm dia x 45" M.S. Bend |
| 81 | 300mm dia M.S.Pipe (7.10mm thick) |
| 82 | 300mm dia M.S. Flange.(12mm thick) |
| 83 | 350mm dia M.S.Pipe (8mm thick) |
| 84 | 350mm dia M.S. Flange.(16mm thick) |
| 85 | Supplying all labour and T&P for cutting of following dia MS pipe of followingthickintreanchesbygascuttersetofpocketetcall complete 150mm dia M.S Pipe (4.50mm thick) 200mm dia M.S.Pipe (6.30mm thick) 250mm dia M.S.Pipe (6.30mm thick) 300mm dia M.S.Pipe (7.10mm thick) 350mm dia M.S.Pipe (8mm thick) |
| 86 | Supplying all labour and T&P for jointing following dia MS pipe up to 8.0mm thick in treanches by Welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site. 150mm dia M.S Pipe (4.50mm thick) 200mm dia M.S.Pipe (6.30mm thick) 250mm dia M.S.Pipe (6.30mm thick) 300mm dia M.S.Pipe (7.10mm thick) 350mm dia M.S.Pipe (8mm thick) |
| 87 | Supplying all materials,labour and T&P and making flanged joints for C.I. pipes and specials of the following diameter including testing of joints as per specification all complete. 150mm diaM.S Pipe (4.50mm thick) |
| 88 | 200mm dia x 45" M.S. Bend |
| 89 | 300mm dia M.S.Pipe (7.10mm thick) |
| 90 | 300mm dia M.S. Flange.(12mm thick) |
| 91 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. Total Excavation Quantity Deduction Items Total Volume of Pipe to be deducted 150mm diaDI (K9) 200mm diaDI (K9) 250mm diaDI (K9) 300mm dia DI(K9) 350mm dia DI(K9) Road restoration(Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour.) Cement concrete (1:3:6) Cement concrete (1:2:4) |
| 92 | Supplying all materuials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge. 150mm diameter 200mm diameter 300mm dia DI(K9) 350mm dia DI(K9) |
| 93 | Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending of C.C Road) 150mm diameter |
| 94 | 200mm dia x 45" M.S. Bend |
| 95 | 300mm diameter |
| 96 | 350mm diameter |
| 97 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge. 150mm diameter |
| 98 | 200mm diameter |
| 99 | 300mm diameter |
| 100 | 350mm diameter |
| 101 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from siteto a distance 5 km away etc all complete andas per the specifications and directions of engineer-in-charge. Quantity of Sand +Quantity of CC+Quantity of PCC+ Volume of pipe |
| 102 | Construction of ESR s |
| 103 | Design, Drawing, Construction, Testing & Commisioning Elevated Service Reservoirs (ESR"s)- RCC GSR/UGR and piping arrangements upto 5mtr from external faceat Boudh Town all complete as per the direction of Engineer-in-charge. Proposed ESR at Marjakud (200 KL) Staging - 25m |
| 104 | Proposed ESR at Town Hall (1000 KL) Staging - 25m |
| 105 | Proposed ESR at Mahanadi Bihar park (600 KL) (Staging 25 M) |
| 106 | Distribution Pipe Line |
| 107 | Supplying all materials , Labour Tools & plants for dismantling of Bituminous courses flexible pavemants and disposal of dismantled materials up to a lead of 1000 mtr ,stacking serviceable & unserviceable material separately all complete as per specification &the direction of engineer-in-charge. 100mm diaDI (K7) |
| 108 | 150mm diaDI (K7) |
| 109 | 200mm diaDI (K7) |
| 110 | 250mm diaDI (K7) |
| 111 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately,as per direction of Engineer-in-charge 100mm diaDI (K7) |
| 112 | 150mm diaDI (K7) |
| 113 | 200mm diaDI (K7) |
| 114 | 250mm diaDI (K7) |
| 115 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. 100mm diaDI (K7) 150mm diaDI (K7) 200mm diaDI (K7) 250mm diaDI (K7) Deduct CC, Bitumen cutting & Metalled Road Add Extra 10% E.W for laying C.I/D.I/MS specials In all kinds of soil(90%) |
| 116 | In D.I Rock(10% as per division) |
| 117 | Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid for separately) 100mm diaDI (K7) |
| 118 | 150mm diaDI (K7) |
| 119 | 200mm diaDI (K7) |
| 120 | 250mm diaDI (K7) |
| 121 | Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work) 5% weight of pipe 100mm diaDI (K7) |
| 122 | 150mm diaDI (K7) |
| 123 | 200mm diaDI (K7) |
| 124 | 250mm diaDI (K7) |
| 125 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete . 100mm diameter |
| 126 | 150mm diameter |
| 127 | 200mm diameter |
| 128 | 250mm diameter |
| 129 | Providing & fixing of Kirloskar/equivalent make DIdouble flanged Non Rising Spindle typeSluice Valveconfirming to IS 14846 including all materials, labours, insertions & nut-bolt complete. For Installation/Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose. 100mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P N 1.6) |
| 130 | 150mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P N 1.6) |
| 131 | 200mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P N 1.6) |
| 132 | 250mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P N 1.6) |
| 133 | Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete 50mm diaTamper Proof Kinetic Double Air Valve |
| 134 | 80mm dia Tamper Proof Kinetic Double Air Valve |
| 135 | Supplying all materials,labour and T&P and constructing brick masonry chamber as per P.H. specification and design all complete including RCC Cover Slab(per each) Construction of brick masonry sluice valve Chamber of size (0.9mx0.9mx1.5m) |
| 136 | Construction of Thrust Block of RCC M-20 (1.0mX1.0mX1.0m) Annexure-F |
| 137 | Supplying all materials,labour and T&P and constructing RCC chamber as per P.H. specification and design all complete including RCC Cover Slab Construction of RCC chamber for Bulk Flow Meter of size ([1.0x1.0x1.5mtr]) |
| 138 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specificationof following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C 100mm dia M.S.Pipe (4.50mm thick) |
| 139 | 100mm dia M.S. Flange.(10mm thick) |
| 140 | 100mm dia x 45" M.S. Bend |
| 141 | 150mm dia M.S. Pipe (4.50 mm thick ) |
| 142 | 150mm dia MS Flange( 12 mm Thick) |
| 143 | 150mm dia x 45" M.S. Bend |
| 144 | 200mm dia M.S.Pipe (6.30mm thick) |
| 145 | 200mm dia M.S. Flange.(12mm thick) |
| 146 | 200mm dia x 45" M.S. Bend |
| 147 | 250mm dia M.S.Pipe (6.30mm thick) |
| 148 | 250mm dia M.S. Flange.(12mm thick) |
| 149 | 250mm dia x 45" M.S. Bend |
| 150 | Supplying all labour and T&P for cutting of following dia MS pipe of followingthickintreanchesbygascuttersetofpocketetcall complete 100mm dia M.S.Pipe (4.50mm thick) 150mm dia M.S. Pipe (4.50 mm thick ) 200mm dia M.S.Pipe (6.30mm thick) 250mm dia M.S.Pipe (6.30mm thick) 300mm dia M.S.Pipe (7.10mm thick) 350mm dia M.S.Pipe (8mm thick) |
| 151 | Supplying all labour and T&P for jointing following dia MS pipe up to 8.0mm thick in treanches by Welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site. 100mm dia M.S.Pipe (4.50mm thick) 150mm dia M.S. Pipe (4.50 mm thick ) 200mm dia M.S.Pipe (6.30mm thick) 250mm dia M.S.Pipe (6.30mm thick) 300mm dia M.S.Pipe (7.10mm thick) 350mm dia M.S.Pipe (8mm thick) |
| 152 | Supplying all materials,labour and T&P and making flanged joints for MS . pipes and specials of the following diameter including testing of joints as per specification all complete. 100mm dia M.S.Pipe (4.50mm thick) |
| 153 | 200mm dia M.S.Pipe (6.30mm thick) |
| 154 | 200mm dia M.S. Flange.(12mm thick) |
| 155 | 200mm dia x 45" M.S. Bend |
| 156 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. Total Excavation Quantity Deduction Items Total Volume of Pipe to be deducted 100mm diaDI (K7) 150mm diaDI (K7) 200mm diaDI (K7) 250mm diaDI (K7) Deduction for Pipe Road restoration(Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour.) Cement concrete (1:3:6) Cement concrete (1:2:4) |
| 157 | Supplying all materuials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge. 100mm diaDI (K7) 150mm diaDI (K7) 200mm diaDI (K7) 250mm diaDI (K7) |
| 158 | Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending the C.C Road) 100mm diaDI (K7) |
| 159 | 150mm diaDI (K7) |
| 160 | 200mm diaDI (K7) |
| 161 | 250mm diaDI (K7) |
| 162 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge. 100mm diaDI (K7) |
| 163 | 150mm diaDI (K7) |
| 164 | 200mm diaDI (K7) |
| 165 | 250mm diaDI (K7) |
| 166 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from siteto a distance 5 km away etc all complete andas per the specifications and directions of engineer-in-charge. Quantity of Sand +Quantity of CC+Quantity of PCC+ Volume of pipe |
| 167 | Pumping Stations |
| 168 | Design,Construction,ofRCCFramedStructurePumphouseofrequired sizeincluding supply of all labours, materials, tools and plants for all works such as soil investigation, excavation, filling & disposal of earth, RCC & PCC of required grade, placing of reinforcement, shuttering, brickwork, painting, waterproofing,connection pipes upto 10m beyond tank structure, valves fitting, expansion joint, expansion bellow, mechanical level indicator etc.all complete Size- 6mx5m (Sunken Pump House Plinth Area)Clear Water Pumping station(pump house) at Proposed ESR as per approved drawing, specification and direction of Engineer in Charge (Area = 35 Sqm = 2 nos |
| 169 | Construction of D.G Room WithR.C.C Roof Slab size(10mx5m) = 4 nos as per approved drawing, specification and direction of Engineer in Charge. |
| 170 | Supplying all materials, labour, T&P for construction ofBoundary wallincluding gate pillar and gate as per specification and direction of E.I.C. = 60x 3 =180 Mtr as per approved drawing, specification and direction of Engineer in Charge |
| 171 | Construction of Pillar and SS Gate (Double leafed 6m x 1.8m height - 1 No. & Single leafed 1.3m x 1.8m - 1 No.) - 3 locations. |
| 172 | CC Approach Road of 4 M width for WTP &ESR for 2 Nos of Locations for 50m length each =150 Mtr Supplying all materials, labour, T&P and filling of road surface with borrow earth (1.0 mtr.) from the approved quarry and compacting to the requireddensity with testing including cost of royalty, lead & transportation & labour cess etc all complete as per the direction of Engineer-in-charge. |
| 173 | Supplying moorum for sub base of road (150 mm Compacted) at work site from the approved quarry including cost of all materials, taxes, royalty, conveyance & labour cess etc all complete. Add @25% of metal volume for consolidation |
| 174 | Supplying all labour, T&P and Laying of sub base of road in layers not exceeding 100mm. Wattering and compacting to the required density with testingincluding cost of roayality, lead & transportation etc all complete. Qnty same as Item I & II |
| 175 | Supplying 4cm size hard granite metal forroad work at work site including cost of all labour, T& P etc all complete |
| 176 | Supplying all labour, T&P and Spreading metals and packing the voids with small stone & hand packing to proper camber including conveying & spreading of filler materials and filling the interstics by spreading the same over the surface, watering and consolidation with P.R.R Qnty same as above |
| 177 | Supplying all materials, labour, T&P and providing rough stone dry packing in approns and revetment with hard granite stone including cost of all materials, taxes, conveyance of all materials to work site, labour cess etc all completeas per specification and direction of Engineer-in-charge. |
| 178 | P.C.C.(1:3:6) in foundation & plith using 40 mm size b.h.g.c.b metal including mixing of materials and laying in well prepared surface & compacting, watering curing with cost, conveyance, royalities of all materials, T&P and Labour charges etc. complete in all respecte as per Scope & Technical Specification &direction of Engineer-in-Charge. |
| 179 | R.C.C. M-20 Grade using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator with proper cambering and filling bermby excavated earth and all leads and lifts including frame works etc. complete |
| 180 | Rigid & smooth centering & shuttering for R.C.C. works including false work & dismantling them after casting including cost of materials, etc. complete in all respecte as per Scope & Technical Specification given at Section 8 & 9 of DTCN &direction of Engineer-in-Charge. (RCC Foundation) |
| 181 | Pumping Arrangements |
| 182 | VT Pump Sets without Control Panel including installation and with 100% stand by 10 HP (1W+1S) of suitable Duty as per direction of Engineer-in-Charge. |
| 183 | A T S Control pannel for suitably running of the above pump sets |
| 184 | Submersible/CentrifugalPump Sets without Control Panel including installation 10 HP(1W+1S) of suitable Duty as per direction of Engineer-in-Charge. |
| 185 | A T S Control pannel for suitably running of the above pump sets |
| 186 | Supplying all materials, labour T&P for Construction of RCC pump foundation base including fixing of base plate for installation of V Tpump as per approved specification and direction of Engineer in charge. Provisional |
| 187 | Supplying all labour and T&P for providing and laying MS pipe and specials confirmingtoIS3589/99ofqualitygradeFE410/GIPipe(Medium) confirming to specificationof following nominal dia and including transportationofpipesandfittingtositeetcallcompleteasperthe direction of E.I.C. 150mm dia M.S. Pipe (4.50 mm thick ) |
| 188 | 150mm dia MS Flange( 12 mm Thick) including Cutting and Welding |
| 189 | 150mm dia x 45" M.S. Bend |
| 190 | 200mm dia M.S.Pipe (6.30mm thick) |
| 191 | 200mm dia M.S. Flange.(12mm thick) |
| 192 | 200mm dia x 45" M.S. Bend |
| 193 | 250mm dia M.S.Pipe (6.30mm thick) |
| 194 | 250mm dia M.S. Flange.(12mm thick) |
| 195 | 250mm dia x 45" M.S. Bend |
| 196 | SupplyingallmaterialsLabour &T&P forFixingDuctile IronSluice Valve/NRValvewithdoubleflangedendsforwaterworkspurposes conforming to IS specification for the followingnominal diameters as per specificationcomplete including cost of Sluice valve . 150mm dia D/F Sluice Valve (PN1.6) Vag make/Kriloskar |
| 197 | 150mm dia D/F Non Return Valve (PN1.6) Vag make/Kirloskar |
| 198 | 200 mm dia D/F Sluice Valve (PN1.6) Vag make/Kriloskar |
| 199 | 200 mm dia D/F Non Return Valve (PN1.6) Vag make/Kirloskar |
| 200 | 250mm dia D/F Sluice Valve (PN1.6) Vag make/Kriloskar |
| 201 | 250mm dia D/F Non Return Valve (PN1.6) Vag make/Kirloskar |
| 202 | Provision for external electrification and deposite with TPSODL for dedicated power supply to project site Intake Well, ESR sites at Babu Sah and Mahanadivihar. External Electrification works in connections with the work "Improvement of Water Supply To BoudhgarhNAC (Provisional). i) 4 Pole GI Structure having 11 KV incoming and 4 out going including necessary earthing & lightening arrester, VCB etc. ii) 100 KVA Sub-Station with 33/0.4 100 KVA Transformer (1W+1S) at Intake well iii) 11 KV XLPE 95 Sqmm armoured cable 3 core with 160 mm dia HDPE Casing pipe - 400 Mtr iv) 25 KVA Sub-Station with 11/0.4 100 KVA Transformer (1W+1S) at 2 ESR Sites v) 11 KVfeeder line with 160mmx160mm GI Pole - 400 Mtr (Detailed Estimate/Scope/Specification to be obtainedfrom TPSODL before commencement of work.Work should be done as per TPSODL Estimate/ Scope/ Specification/ Supervision/ Direction) |
| 203 | OPERATION & MAINTENANCE FOR FIVE YEARS |
| 204 | Operation & Maintenance of PH Installations for Five Years as per Scope of Work and Technical Scope and Direction of Engineer-in-Charge. (Excluding Cost towards Chemicals and Energy Charges) |
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