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| 1 | 9 METER WIDE ROADS ON SECTOR-6 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-charge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 7 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 9 | RCC SERVICE TRENCH (SINGLE SIDE ) |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-charge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 15 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 17 | RCC SERVICE TRENCH (BOTH SIDE) 12 Mtr Road |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All Kinds of soil |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 22 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete using pigmented of approved colours as per engineer-in-chargeNote: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 23 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 25 | WATER SUPPLY SYSTEM (9 Mtr Road) |
| 26 | Excavating for depth upto 1.5 m below ground level for laying sewers, gully pits, chambers, sump etc. in ordinary soil (earth sand , loam and clay) including cutting of joints pits ,trimming, dressing, leveling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.up to 1.50 mdepthPipe 300 mm to 600 mm diameter |
| 27 | Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329100mm dia Ductile iron double flanged |
| 28 | Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329150mm dia Ductile iron double flanged |
| 29 | Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1) |
| 30 | Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :100 mm dia pipes |
| 31 | Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :150 mm dia pipes |
| 32 | Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):100mm diameter |
| 33 | Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):150mm diameter |
| 34 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.20mm dianominal bore |
| 35 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.25mm dia nominal bore |
| 36 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32mm dia nominal bore |
| 37 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.40mm dia nominal bore |
| 38 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.50mm dia nominal bore |
| 39 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.65mm dia nominal bore |
| 40 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.80mm dia nominal bore |
| 41 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.20mm nominal bore |
| 42 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.25mm nominal bore. |
| 43 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.32mm nominal bore. |
| 44 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.40mm nominal bore. |
| 45 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.50mm nominal bore. |
| 46 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.65mm nominal bore. |
| 47 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.80mm nominal bore. |
| 48 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 50mm dia |
| 49 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 80mm dia |
| 50 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 100mm dia |
| 51 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 52 | Constructing brick masonry chamber 600 x 600x750mm insidewithF.P.S. brickwork in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mmtop diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slabwith 1 : 2 : 4 mix (1 cement : 2 coarsesand : 4 gradestone aggregate 20 mm nominal size); necessary excavation,foundationconcrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwithcement mortar 1 : 3 (1 cement : 3 coarsesand ) 12mmthick finished with a floatingcoatofneat cementcomplete as per standarddesign With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 53 | WATER SUPPLY SYSTEM (12 Mtr Road) |
| 54 | Excavating for depth upto 1.5 m below ground level for laying sewers, gully pits, chambers, sump etc. in ordinary soil (earth sand , loam and clay) including cutting of joints pits ,trimming, dressing, leveling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.up to 1.50 mdepthPipe 300 mm to 600 mm diameter |
| 55 | Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329100mm dia Ductile iron double flanged |
| 56 | Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329150mm dia Ductile iron double flanged |
| 57 | Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1) |
| 58 | Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :100 mm dia pipes |
| 59 | Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :150 mm dia pipes |
| 60 | Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):100mm diameter |
| 61 | Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):150mm diameter |
| 62 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.20mm dianominal bore |
| 63 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.25mm dia nominal bore |
| 64 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32mm dia nominal bore |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.40mm dia nominal bore |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.50mm dia nominal bore |
| 67 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.65mm dia nominal bore |
| 68 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.80mm dia nominal bore |
| 69 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.20mm nominal bore |
| 70 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.25mm nominal bore. |
| 71 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.32mm nominal bore. |
| 72 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.40mm nominal bore. |
| 73 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.50mm nominal bore. |
| 74 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.65mm nominal bore. |
| 75 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.80mm nominal bore. |
| 76 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.50mm dia |
| 77 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.80mm dia |
| 78 | Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.100mm dia |
| 79 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 80 | Constructing brick masonry chamber 600 x 600x750mm insidewithF.P.S. brickwork in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mmtop diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slabwith 1 : 2 : 4 mix (1 cement : 2 coarsesand : 4 gradestone aggregate 20 mm nominal size); necessary excavation,foundationconcrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwithcement mortar 1 : 3 (1 cement : 3 coarsesand ) 12mmthick finished with a floatingcoatofneat cementcomplete as per standarddesign With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 81 | Drain 450 Wide (9 mtr Road) |
| 82 | Earth work in excavationDSR-2.6.1 |
| 83 | P.C.C. (1:4:8)DSR-4.18 |
| 84 | R.C.C. Work (1:1.5:3)RCC Pigmented CoverDSR-5.1.2 |
| 85 | M.S. Work in R.C.C.DSR-5.22.6 |
| 86 | Shuttering FoundationDSR-5.9.1 |
| 87 | Shuttering WallsDSR-5.9.2 |
| 88 | 12 MM thick Plaster (1:4) Coarse sandDSR-13.1.1 |
| 89 | 12 MM thick Plaster (1:4) Coarse sandDSR-13.1.1 |
| 90 | Drain 1500 Wide (9 mtr Road) |
| 91 | Earth work in excavationDSR-2.6.1 |
| 92 | P.C.C. (1:4:8)DSR-4.18 |
| 93 | R.C.C. Work (1:1.5:3)RCC Pigmented CoverDSR-5.1.2 |
| 94 | M.S. Work in R.C.C.DSR-5.22.6 |
| 95 | Shuttering FoundationDSR-5.9.1 |
| 96 | Shuttering WallsDSR-5.9.2 |
| 97 | 12 MM thick Plaster (1:4) Coarse sandDSR-13.1.1 |
| 98 | 12 MM thick Plaster (1:4) Coarse sandDSR-13.1.1 |
| 99 | Drain 600 Wide (12 mtr Road) |
| 100 | Earth work in excavationDSR-2.6.1 |
| 101 | P.C.C. (1:4:8)DSR-4.18 |
| 102 | R.C.C. Work (1:1.5:3)RCC Pigmented CoverDSR-5.1.2 |
| 103 | M.S. Work in R.C.C.DSR-5.22.6 |
| 104 | Shuttering FoundationDSR-5.9.1 |
| 105 | Shuttering WallsDSR-5.9.2 |
| 106 | 12 MM thick Plaster (1:4) Coarse sandDSR-13.1.1 |
| 107 | 12 MM thick Plaster (1:4) Coarse sandDSR-13.1.1 |
