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| 1 | Water Supply Maintain By Jal Nigam (Urban) |
| 2 | Supply of following sizes (pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications conforming to latest /relevant I.S. specifications, suitable for D.I pipes and I.S. 4984/2016 Specifications conforming to latest /relevant I.S. specifications, suitable for HDPE pipes including F.O.R. destination and all taxes and insurance etc. with loading, unloading but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge. |
| 3 | 100 mm dia DI K-7 |
| 4 | 200 mm dia DI K-7 |
| 5 | 250 mm dia DI K-7 |
| 6 | 300 mm dia DI K-7 |
| 7 | 350 mm dia DI k-7 |
| 8 | 350 mm dia DI k-9 |
| 9 | Valves & Fittings |
| 10 | Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc.complete conforming to latest/relevent I. S. specifications including all taxes and insurance up to site of work |
| 11 | Supply and installation, testing etc. of single/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance(including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer. |
| 12 | Distribution System |
| 13 | Excavation for depth up to 1.5 m below G.L for laying sewers, manholes , gully pits , chambers ,sumps etc in ordinary soil ( earth,sand,loam and clay) including cutting of joints pits ,trimming ,dressing ,leveling , reffiling of trenches in 20cm layers watering and ramming the same including removel of surplus earth of other dismantled material up to a distance of 50m from the center of trenches. |
| 14 | Carting from (up to 8 Km) the following sizes of ISI marked DI pipes and specials to the site of working lowering them into trenches and laying true to alignment and gradient including testing of pipe line excluding cutting of pipes etc. for, making of lengths and making of joints |
| 15 | 100 mm dia DI K-7 |
| 16 | 200 mm dia DI K-7 |
| 17 | 250 mm dia DI K-7 |
| 18 | 300 mm dia DI K-7 |
| 19 | 350 mm dia DI k-7 |
| 20 | 350 mm dia DI k-9 |
| 21 | Carting of 50 mm dia screwed down air valve following sizes to the site of works, lowering them into already prepared trenched & fixing them in position in including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead required & including the testing etc. complete. |
| 22 | Carting of 80 mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead values & specials required & including the testing etc. complete. |
| 23 | Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting) |
| 24 | Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete. |
| 25 | Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete. |
| 26 | Road dismantling and restoration |
| 27 | Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge. |
| 28 | Bituminous surface |
| 29 | Stone Patiya |
| 30 | Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. |
| 31 | Bituminous surface(PWD) |
| 32 | Stone Patiya |
| 33 | Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) |
| 34 | Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm |
| 35 | Interconnection of proposed new pipeline with old pipe including supply of all materials, labour, T&P bailing out of water etc. required to complete the work. |
| 36 | Supply and making of 10 mm thick MS special and pipe laying size 100 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 37 | Supply and making of 10 mm thick MS special and pipe laying size 200 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 38 | Supply and making of 10 mm thick MS special and pipe laying size 250 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 39 | Supply and making of 10 mm thick MS special and pipe laying size 300 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 40 | Supply and making of 10 mm thick MS special and pipe laying size 350 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 41 | 2 m hight Barricading of trenches and traffic diversion |
| 42 | Dewatering work in trech during laying of pipe line and Interconnection work |
| 43 | Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. |
| 44 | Provision for shifting and reinstatement of electric and telephone poles during excavation and laying of sewer lines. |
| 45 | Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage. |
| 46 | Water Supply Maintain By Jal Kal |
| 47 | Supply of following sizes (pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications conforming to latest /relevant I.S. specifications, suitable for D.I pipes and I.S. 4984/2016 Specifications conforming to latest /relevant I.S. specifications, suitable for HDPE pipes including F.O.R. destination and all taxes and insurance etc. with loading, unloading but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge. |
| 48 | 100 mm dia DI K-7 |
| 49 | 200 mm dia DI K-7 |
| 50 | 250 mm dia DI K-7 |
| 51 | Valves & Fittings |
| 52 | Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc.complete conforming to latest/relevent I. S. specifications including all taxes and insurance up to site of work |
| 53 | Supply and installation, testing etc. of single/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance(including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer. |
| 54 | Distribution System |
| 55 | Excavation for depth up to 1.5 m below G.L for laying sewers, manholes , gully pits , chambers ,sumps etc in ordinary soil ( earth,sand,loam and clay) including cutting of joints pits ,trimming ,dressing ,leveling , reffiling of trenches in 20cm layers watering and ramming the same including removel of surplus earth of other dismantled material up to a distance of 50m from the center of trenches. |
| 56 | Carting from (up to 8 Km) the following sizes of ISI marked DI pipes and specials to the site of working lowering them into trenches and laying true to alignment and gradient including testing of pipe line excluding cutting of pipes etc. for, making of lengths and making of joints |
| 57 | 100 mm dia DI K-7 |
| 58 | 200 mm dia DI K-7 |
| 59 | 250 mm dia DI K-7 |
| 60 | Carting of 50 mm dia screwed down air valve following sizes to the site of works, lowering them into already prepared trenched & fixing them in position in including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead required & including the testing etc. complete. |
| 61 | Carting of 80 mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead values & specials required & including the testing etc. complete. |
| 62 | Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting) |
| 63 | Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete. |
| 64 | Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete. |
| 65 | Road dismantling and restoration |
| 66 | Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge. |
| 67 | Bituminous surface |
| 68 | Stone Patiya |
| 69 | Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. |
| 70 | Bituminous surface(PWD) |
| 71 | Stone Patiya |
| 72 | Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) |
| 73 | Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm |
| 74 | Interconnection of proposed new pipeline with old pipe including supply of all materials, labour, T&P bailing out of water etc. required to complete the work. |
| 75 | Supply and making of 8 mm thick MS special and pipe laying size 100 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 76 | Supply and making of 8 mm thick MS special and pipe laying size 200 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutter all labour material etc complete |
| 77 | Supply and making of 8 mm thick MS special and pipe laying size 250 mm dia as per requirement of site condition including cost of ms pipe ms bend flange nut volt rubber packing also including hiring of DG set welding machine and gas cutteall labour material etc complete |
| 78 | 2 m hight Barricading of trenches and traffic diversion |
| 79 | Dewatering work in trech during laying of pipe line and Interconnection work |
| 80 | Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. |
| 81 | Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage. |
| 82 | Sewarage Maintain By Jal Kal |
| 83 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including |
| 84 | (a) 0.00 to 1.50 m |
| 85 | (b) 01.50 to 03.00 m |
| 86 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc , complete(a) 00.00 to 03.00 m |
| 87 | Supply of R.C.C. pipe as per IS with cost of third party inspection |
| 88 | 250 MM NP-3 |
| 89 | Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth |
| 90 | 250 mm dia pipe |
| 91 | 00.00 -0 1.50 m |
| 92 | 01.50 -0 3.00 m |
| 93 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per statement attached |
| 94 | (a) 00.00 to 01.50 m |
| 95 | (b) 01.50 to 03.00 m |
| 96 | Construction of circular type brick masonry manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), foundation concrete 1:4:8 graded stone aggregate other than granite 40mm nominal size, wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:3 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete as per specifications. |
| 97 | 900mm internal dia., 1.65m deep |
| 98 | 1200mm internal dia., 2.30m deep |
| 99 | Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge. |
| 100 | Bituminous surface |
| 101 | Stone Patiya |
| 102 | Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. |
| 103 | Bituminous surface |
| 104 | Stone Patiya |
| 105 | Disposal of Surplus Earth |
| 106 | Dewatering work during laying of pipe line and construction of manhole |
| 107 | Provision for Sand filling in trench for cuision of pipe |
| 108 | Provision for shifting and reinstatement of electric and telephone poles during excavation and laying of sewer lines. Please Enable Macros to View BoQ information |
