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| 1 | Rain Water Harvesting System 1 |
| 2 | Drilling of bore hole 250mm i/d with hand boring or any mechanical method as per site condition including all arrangement for erection, dismantling& transportation of boring equipment to site of work. |
| 3 | Supply & lowering of 160 mm o/d 6 Kg/ cm2 thick PVC pipes as per specifications including cost of tools plants at site of proposed bore complete in all respects. |
| 4 | (160 mm ) o/d PVC pipe |
| 5 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge. |
| 6 | 150 mm nominal size dia. |
| 7 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 8 | Supply of MS Clamp 1.20 Mtr length made from M.S Flat (100mm x 10mm) |
| 9 | 150mm internal diameter |
| 10 | Supply at site of work gravel size 3-6 mm pouring and packing in annular space between the pipe assembly and the bore etc. |
| 11 | Providing & Fixing PVC Jalli |
| 12 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 13 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (for Filter Media) |
| 14 | Providing & Fixing PVC tee for fixing of PVC strainer in hosing pipe |
| 15 | Harvesting Recharge Well 3 Mtr. Dia with 3.50 Mtr Working Depth |
| 16 | Earth work in excavation of foundation trenches etc. for storage and sedimentation tank, filter bed screening chamber etc. |
| 17 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 18 | Cement concrete 1:8:16 with 40 mm gauge stone aggregate |
| 19 | B.B. Work 1:5 |
| 20 | 10 mm thick cement plaster 1:3 |
| 21 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- |
| 22 | Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry). |
| 23 | Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 24 | Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 25 | Providing and fixing G.I. Sheet 0.80mm thick garage doors, with 40mm x 40mm x6mm angle iron frame with diagonal braces, 3.15mm thick gusset plates at the top and 25mm dia meter pulleys and T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangement with handles and pintles, etc. complete in all respect. |
| 26 | Pipe Work |
| 27 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 28 | 160 mm o/d PVC pipe |
| 29 | 200 mm o/d PVC pipe |
| 30 | 250 mm o/d PVC pipe |
| 31 | Construction Work |
| 32 | Excavation of pipe line in trenches and pits up to 1.5 Mtr .Depth complete |
| 33 | Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects. |
| 34 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 35 | Providing & Laying of PVC pipe as per ISI 4985-2000 4kg/cm2 to site of work (Verticle Pipe for connected with old Rain Water Pipes) |
| 36 | 110 mm o/d PVC pipe (24 x 1.5) |
| 37 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition. Size 150 mm x 150 mm |
| 38 | Dismantling of cement concrete 80mm thick cement concrete 1:2:4 over 100mm thick C.C. 1:8:16 and making good the same to its original condition complete in all respects |
| 39 | Haudies (Size 0.45 Mtr x 0.45 Mtr.) |
| 40 | Construction of Haudi internal size 0.45 Mtr. x 0.45 Mtr. x 0.45 Mtr. depth in 23mm brick masonry 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick 1.20m x 1.20m base lean concrete 1:8:16, 75mm thick RCC Slab M20 including Cold twisted deformed bars FE500 Grade, 12.5mm thick inside plaster 1:2 complete as per Drawing attached and as desired by the Engineer in Charge |
| 41 | Haudies (Size 0.90 Mtr x 0.90 Mtr.) |
| 42 | Construction of Haudi internal size 00.90 Mtr. x 0.90 Mtr. x 0.90 Mtr. depth in 23mm brick masonry 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick 1.65 m x 1.65m base lean concrete 1:8:16, 75mm thick RCC Slab M20 including Cold twisted deformed bars FE500 Grade, 12.5mm thick inside plaster 1:2 complete as per Drawing attached and as desired by the Engineer in Charge |
| 43 | Carriage of Material |
| 44 | Extra for Carriage of Fine & Course aggregate i.e. Sand & Bajri from query to water works site beyond 5 km (Qty as worked out for the components to be constructed detail 1.9 & rate as per lead on CSR for the applicable lead beyond first 5 km) 10 km-5km |
| 45 | Rain Water Harvesting System 2 |
| 46 | Drilling of bore hole 250mm i/d with hand boring or any mechanical method as per site condition including all arrangement for erection, dismantling& transportation of boring equipment to site of work. |
| 47 | Supply & lowering of 160 mm o/d 6 Kg/ cm2 thick PVC pipes as per specifications including cost of tools plants at site of proposed bore complete in all respects. |
| 48 | (160 mm ) o/d PVC pipe |
| 49 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge. |
| 50 | 150 mm nominal size dia. |
| 51 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 52 | Supply of MS Clamp 1.20 Mtr length made from M.S Flat (100mm x 10mm) |
| 53 | 150mm internal diameter |
| 54 | Supply at site of work gravel size 3-6 mm pouring and packing in annular space between the pipe assembly and the bore etc. |
| 55 | Providing & Fixing PVC Jalli |
| 56 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 57 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (for Filter Media) |
| 58 | Providing & Fixing PVC tee for fixing of PVC strainer in hosing pipe |
| 59 | Harvesting Recharge Well 3 Mtr. Dia with 3.50 Mtr Working Depth |
| 60 | Earth work in excavation of foundation trenches etc. for storage and sedimentation tank, filter bed screening chamber etc. |
| 61 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 62 | Cement concrete 1:8:16 with 40 mm gauge stone aggregate |
| 63 | B.B. Work 1:5 |
| 64 | 10 mm thick cement plaster 1:3 |
| 65 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- |
| 66 | Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry). |
| 67 | Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 68 | Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 69 | Providing and fixing G.I. Sheet 0.80mm thick garage doors, with 40mm x 40mm x6mm angle iron frame with diagonal braces, 3.15mm thick gusset plates at the top and 25mm dia meter pulleys and T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangement with handles and pintles, etc. complete in all respect. |
| 70 | Pipe Work |
| 71 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 72 | 160 mm o/d PVC pipe |
| 73 | 200 mm o/d PVC pipe |
| 74 | 250 mm o/d PVC pipe |
| 75 | Construction Work |
| 76 | Excavation of pipe line in trenches and pits up to 1.5 Mtr .Depth complete |
| 77 | Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects. |
| 78 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 79 | Providing & Laying of PVC pipe as per ISI 4985-2000 4kg/cm2 to site of work (Verticle Pipe for connected with old Rain Water Pipes) |
| 80 | 110 mm o/d PVC pipe (24 x 1.5) |
| 81 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition. Size 150 mm x 150 mm |
| 82 | Dismantling of cement concrete 80mm thick cement concrete 1:2:4 over 100mm thick C.C. 1:8:16 and making good the same to its original condition complete in all respects |
| 83 | Haudies (Size 0.45 Mtr x 0.45 Mtr.) |
| 84 | Construction of Haudi internal size 0.45 Mtr. x 0.45 Mtr. x 0.45 Mtr. depth in 23mm brick masonry 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick 1.20m x 1.20m base lean concrete 1:8:16, 75mm thick RCC Slab M20 including Cold twisted deformed bars FE500 Grade, 12.5mm thick inside plaster 1:2 complete as per Drawing attached and as desired by the Engineer in Charge |
| 85 | Haudies (Size 0.90 Mtr x 0.90 Mtr.) |
| 86 | Construction of Haudi internal size 00.90 Mtr. x 0.90 Mtr. x 0.90 Mtr. depth in 23mm brick masonry 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick 1.65 m x 1.65m base lean concrete 1:8:16, 75mm thick RCC Slab M20 including Cold twisted deformed bars FE500 Grade, 12.5mm thick inside plaster 1:2 complete as per Drawing attached and as desired by the Engineer in Charge |
| 87 | Carriage of Material |
| 88 | Extra for Carriage of Fine & Course aggregate i.e. Sand & Bajri from query to water works site beyond 5 km (Qty as worked out for the components to be constructed detail 1.9 & rate as per lead on CSR for the applicable lead beyond first 5 km) 10 km-5km Please Enable Macros to View BoQ information |
