Puducherry SOR 2024-25
Sewerage (Public Health) rates
213 sewerage (public health) items from the Puducherry PWD, effective 2024-08-14.
Sewerage (Public Health) rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹83.01 to ₹2,12,650.03. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.
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213 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 32.26A | Providing R.C.C.spun vent shaft with cowl 140 mm and 200 mm internal and external dia. respectively at top 300 and 450 mm internal and external dia. respectively at bottom and 9.10 m overall length, bottom 1.25 m below ground level fixed in a pit 90 x 90 x 150 cm with cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 20 mm nominal size) 25 cm in bed and minimum 20 cm alround with top 15 cm in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size), junction of vent shaft and concrete grouted with cement mortar 1:1 (1 cement: 1 fine aggregate) including making connection with sewer manhole with 150 mm dia. cement concrete pipe of required length complete as per standard design | Each | 19,063.30 |
| 32.2.1 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design - 100 mm diameter | Metre | 1,122.46 |
| 32.19A.1.1 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - LD - 2.5 - rectangular shape 600 x 450 mm internal dimensions | Each | 1,353.06 |
| 32.4.1.2 | Providing and fixing square-mouth S.W. gully trap grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 100 x 100 mm size P type | Each | 2,840.35 |
| 32.4.2.2 | Providing and fixing square-mouth S.W. gully trap grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 125 x 100 mm size P type | Each | 3,510.43 |
| 32.4.4.2 | Providing and fixing square-mouth S.W. gully trap grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 180 x 100 mm size P type | Each | 2,851.89 |
| 32.4.5.2 | Providing and fixing square-mouth S.W. gully trap grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 180 x 150 mm size P type | Each | 2,831.27 |
| 32.5.1 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 100 mm diameter | Metre | 83.01 |
| 32.5.2 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 150 mm diameter | Metre | 90.69 |
| 32.5.3 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 200 mm diameter | Metre | 95.82 |
| 32.5.4 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 230 mm dia | Metre | 98.38 |
| 32.5.5 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 250 mm diameter | Metre | 100.94 |
| 32.5.6 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materiasl into municipal dumps - 300 mm diameter | Metre | 106.06 |
| 32.5.7 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 350 mm diameter | Metre | 122.92 |
| 32.5.8 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 400 mm diameter | Metre | 134.44 |
| 32.5.9 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 450 mm diameter | Metre | 139.56 |
| 32.6.1 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc. complete - 100 mm dia | Metre | 536.26 |
| 32.21.1 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 40 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 100 to 230 mm diameter | Each | 820.18 |
| 32.22.1 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement: 5 fine cement) plastered with cement mortar 1:3 (1 cement: 3 fine aggregate) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement: 1 fine aggregate) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 100 mm dia. sand cast iron drop connection | Each | 11,841.44 |
| 32.25.1 | Extra for depth of manholes dismantled-rectangular manhole 90 x 80 cm and 45cm deep | Metre | 1,887.93 |
| 32.19A.1.2 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - LD - 2.5 - square shape 450 mm internal dimensions | Each | 1,144.67 |
| 32.19A.1.3 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - LD - 2.5 - circular shape 450 mm internal diameter | Each | 1,084.92 |
| 32.6.2 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc. complete - 150 mm dia | Metre | 627.67 |
| 32.22.2 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement: 5 fine aggregate) plastered with cement mortar 1:3 (1 cement: 3 fine aggregate) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement: 1 fine aggregate) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 150 mm dia. sand cast iron drop connection | Each | 16,267.05 |
| 32.23.2 | Extra for depths beyond 60 cm of sand cast iron drop connection complete. - for 150 mm dia sand cast iron drop connection | Metre | 4,096.27 |
| 32.24.2 | Dismantling of manhole including R.C.C.top slab, C.I.cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 120 x 90 cm and 90 cm deep | Each | 4,210.82 |
| 32.25.2 | Extra for depth of manholes dismantled - rectangular manhole 120 x 90 cm and 90 cm deep | Metre | 2,249.64 |
| 32.19A.2.1 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - MD - 10 - square 500 mm internal dimensions | Each | 1,414.23 |
| 32.19A.2.2 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - MD - 10 - circular shape 500 mm internal diamter | Each | 1,343.78 |
| 32.6.3 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc. complete - 250 mm dia | Metre | 991.69 |
| 32.6.4 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc. complete - 300 mm dia | Metre | 1,112.60 |
| 32.6.5 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc. complete - 450 mm dia | Metre | 1,741.07 |
| 32.6.10 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc. complete - 900 mm dia | Metre | 4,922.66 |
| 32.11.1.2 | Constructing brick masonry manhole with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 fine aggregate: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg) - with bricks of class designation 3.5 | Each | 13,689.51 |
| 32.11.2.2 | Constructing brick masonry manhole with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 fine aggregate: 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) neatly finished complete as per standard design - inside size 90 x 80cm and 60cm deep including C.I. cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) - with bricks of class designation 3.5 | Each | 15,293.30 |
| 32.11.3.2 | Constructing brick masonry manhole with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 fine aggregate: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with bricks of class designation 3.5 | Each | 28,587.44 |
| 32.11.4.2 | Constructing brick masonry manhole with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 fine aggregate: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg. (weight of cover 108 kg. and weight of frame 100 kg) - with bricks of class designation 3.5 | Each | 26,312.03 |
| 32.12.1.2 | Extra for depth for manholes - size of 90 x 80 cm - with bricks of class designation 3.5 | Metre | 10,599.80 |
| 32.12.2.2 | Extra for depth for manholes - size 120 x 90 cm - with bricks of class designation 3.5 | Metre | 12,697.84 |
| 32.17.1 | Providing M.S. foot rests including fixing in manholes with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 x 20 mm square bar | Each | 564.00 |
| 32.17.2 | Providing M.S. foot rests including fixing in manholes with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 mm diameter round bar | Each | 514.07 |
| 32.18.1 | Replacement of M.S. foot rest in manhole including dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrte blocks 1:3:6 (1 Cement: 3 fine aggregate: 6 grade stone aggregate 20mm nominal size) with 20 x 20 mm square bar | Each | 700.57 |
| 32.18.2 | Replacement of M.S foot rests in manhole including dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement: 3 fine aggregate: 6 grade stone aggregate 20 mm nominal size) with 20 mm diamter round bar | Each | 650.64 |
| 32.20.1 | Providing and fixing in manhole,intercepting chamber with G.I chain to a length of 1.20m,with hooks of 18cm to be incorporated in concrete link of size 5.5cm to be fixed with manhole cover by welding 10mm dia chain with weight not less than 3.50 kg.The rate to include the labour charges for fixing and welding charges etc.,complete | Nos | 350.00 |
| 32.21.2 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 40 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 250 to 300 mm diameter | Each | 927.44 |
| 32.21.3 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 350 to 450 mm diameter | Each | 1,332.14 |
| 32.23.1 | Extra for depths beyond 60 cm of sand cast iron drop connection complete. - for 100 mm dia sand cast iron drop connection | Metre | 3,146.62 |
| 32.24.1 | Dismantling of manhole including R.C.C.top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 90 x 80 cm and 45 cm deep | Each | 2,398.52 |
| 32.24.3 | Dismantling of manhole including R.C.C.top slab,C.I.cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular arch type manhole 140 x 90 cm and 2.45 m deep | Each | 7,874.87 |
| 32.25.3 | Extra for depth of manholes dismantled - rectangular arch type manhole 140 x 90 cm and 2.45 m deep. (upto 4.25 m depth) | Metre | 1,833.58 |
| 32.27.2 | Constructing brick masonry road gully chamber 50x45x60cm with bricks of class designation 35 in cement mortar 1:4 (1 cement: 4 fine aggregate) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:- With Class 3.5 designation bricks | Each | 6,633.09 |
| 32.19A.3.1 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - HD - 20 - circular shape 560 mm internal diameter. dimensions | Each | 1,789.96 |
| 32.24.4 | Dismantling of manhole including R.C.C.top slab, C.I.cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Circular manhole 122 cm diameter and 1.68 m deep | Each | 4,999.32 |
| 32.28.2 | Constructing brick masonry road gully chamber 45x45x77.5cm with bricks of class designation 35 in cement mortar 1:4 (1 cement: 4 fine aggregate) with precast R.C.C. vertical grating complete as per standard design - with class designation 3.5 bricks | Each | 7,967.81 |
| 32.29.2 | Constructing brick masonry road gully chamber 110x50x77.5cm with bricks of class designation 35 in cement mortar 1:4 (1 cment: 4 fine aggregate) including 500x450mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design:-with class designation 3.5 bricks | Each | 12,730.92 |
| 32.33.1.2 | Constructing brick masonry chamber for underground C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 fine aggregate) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 455 x 610 mm and 45 cm deep for single pipe line. - With 3.5 class designation bricks | Each | 7,303.83 |
| 32.33.2.2 | Constructing brick masonry chamber for underground C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 fine aggregate) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 500 x 700 mm and 45 cm deep for pipe line with one or two inlets | Each | 8,836.01 |
| 32.33.3.2 | Constructing brick masonry chamber for underground C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 600 x 850 mm and 45 cm deep for pipe line with three or more inlets | Each | 10,457.06 |
| 32.34.1.2 | Extra for depth beyond 45 cm of brick masonry chamber - for 455x610 mm size with bricks of class designation 3.5 | Metre | 7,376.37 |
| 32.34.2.2 | Extra for depth beyond 45 cm of brick masonry chamber - for 500x700 mm size with bricks of class designation 3.5 | Metre | 8,046.42 |
| 32.34.3.2 | Extra for depth beyond 45 cm of brick masonry chamber - for 600 x 850 mm size with bricks of class designation 3.5 | Metre | 9,369.21 |
| 32.35.1.2 | Constructing brick masonry open surface drain with bricks of class designation 35 in cement mortar 1: 4 (1 cement: 4 fine aggregate) including earth excavation, 10 cm thick bed concrete 1: 5: 10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1: 2: 4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1: 4 (1 cement: 4 fine aggregate) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth with class designation 3.5 bricks | Metre | 1,112.09 |
| 32.35.2.2 | Constructing brick masonry open surface drain with class designation 35 in cement mortar 1: 4 (1 cement: 4 fine aggregate) including earth excavation, 10 cm thick bed concrete 1: 5: 10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1: 2: 4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1: 4 (1 cement: 4 fine aggregate) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 15 cm drain 20 cm average depth - with brick class designation 3.5 | Metre | 1,162.27 |
| 32.35.3.2 | Constructing brick masonry open surface drain with class designation 35 in cement mortar 1:4 (1 cement: 4 fine aggregate) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement: 4 fine aggregate) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 25 cm drain 30 cm average depth - with brick class designation 3.5 | Metre | 1,587.03 |
| 32.39.2 | Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks of class designation 3.5 and S.W drain pipe 100mm diameter, 1.8m long complete as per standard design - with brick of class designation 3.5 | Each | 23,473.78 |
| 32.40.1A | Cutting open B.T. Road or macadam road for laying water main / sewer lines and stacking the usable materials on road side for reuse in road works | Cum | 293.70 |
| 32.40.1B | Cutting open concrete road for laying water main/sewer lines & stacking the usable materials on road side for reuse in road works | Cum | 411.40 |
| 32.40.2A | Earth work excavation above water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.C’s manhole, well, infiltration, suction well including driving shoring materials etc., for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specifications etc., complete.For first depth of 2 metres (using open timbering) | Cum | 162.88 |
| 32.40.2B | Earth work excavation above water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam & ordinary soil for I.C's man hole, well, infiltration, suction well including driving shoring materials etc. for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specification., complete - For first depth of 2 metres (using close timbering) | Cum | 332.71 |
| 32.40.2C | Earth work excavation above water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.C’s manhole, well, infiltration, suction well including driving shoring materials etc.,for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specifications etc., complete – For second depth of 2 metres (using close timbering) | Cum | 406.41 |
| 32.40.2D | Earth work excavation above water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.C’s manhole, well, infiltration, suction well including driving shoring materials etc.,for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specifications etc., complete – For third depth of 2 metres (using close timbering) | Cum | 666.74 |
| 32.41.1A | Earth work excavation below water level and depositing on bank in sandy,silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc,. for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete. – For first depth of 2 metre (using close timbering) | Cum | 876.00 |
| 32.41.1B | Earth work excavation below water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete. - For second depth of 2 metre (using close timbering) | Cum | 1,207.00 |
| 32.41.1C | Earth work excavation below water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete.– For third depth of 2 metre (using close timbering) | Cum | 1,864.00 |
| 32.41.1D | Earth work excavation below water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete – For fourth depth of 2 metre (using close timbering) | Cum | 2,895.00 |
| 32.41.2A | Earth work excavation above water level and depositing on bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - First depth of 2m (using open timbering) | Cum | 223.18 |
| 32.41.2B | Earth work excavation above water level and depositing on bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - First depth of 2m (using close timbering) | Cum | 360.70 |
| 32.41.2C | Earth work excavation above water level and depositing on bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - Second depth of 2m (using close timbering) | Cum | 418.92 |
| 32.41.2D | Earth work excavation above water level and depositing on bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay,sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - Third depth of 2m (using close timbering) | Cum | 552.98 |
| 32.45.1 | Construction of manhole with foundation concrete for 200 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks for 23 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT bars excluding the cost of earthwork excavation. - 800mm x 800mm x 1000mm deep | Nos | 31,122.48 |
| 32.45.1A | Extra/rebate for every additional / reduction in depth of 0.10 m in 23 cm thick wall or part thereof for manhole of size. - 800mm x 800mm x 1000mm deep | Nos | 1,296.44 |
| 32.45.2 | Construction of manhole with foundation concrete for 200 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks for 23 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT bars excluding the cost of earthwork excavation. - 900mm x 1200mm x 1000mm deep | Nos | 37,852.74 |
| 32.45.2A | Extra/rebate for every additional / reduction in depth of 0.10 m in 23 cm thick wall or part thereof for manhole of size - 900mm x 1200mm x 1000mm deep | Nos | 1,686.88 |
| 32.45.3 | Construction of manhole with foundation concrete for 300 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks in the 23 cm up to 1.50 m from ground level and exceeding 1.50 m 34 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT bars excluding the cost of earthwork excavation. - 900mm x 1200mm x 1600mm deep | Nos | 52,914.16 |
| 32.45.3A | Extra/rebate for every additional / reduction in depth of 0.10 m in 34 cm thick wall or part thereof for manhole of size - 900mm x 1200mm x 1600mm deep | Nos | 2,383.65 |
| 32.45.4 | Construction of manhole with foundation concrete for 300 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks in the 23 cm up to 1.50 m from ground level and exceeding 1.50 m 34 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT bars excluding the cost of earthwork excavation. - 900mm x 1200mm x 2100mm deep | Nos | 64,390.20 |
| 32.45.4A | Extra/rebate for every additional / reduction in depth of 0.10 m in 34 cm thick wall or part thereof for manhole of size - 900mm x 1200mm x 2100mm deep | Nos | 2,383.65 |
| 32.45.5 | Construction of circular manhole of 1.40m internal diameter and to the depth detailed below with R.C.C. kerb in 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) with a overall size of 500 x 340 mm and shaped at bottom as shown in drawing to receive M.S. angle of size 100 x 100 x 10 mm as cutting edge, with reinforcement not less than 70 kg as indicated in drawing, and with vertical rods of 12 mm diameter at 60 cm c/c, 120 cm long to bind the steining wall and kerb, bottom plugging to a depth of 0.50 m with plain cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) with walls as detailed below. Providing relieving arch over the sewer pipe wherever it passes through the walls of the manholes, fixing of C.I. Rungs,excluding cost of CI rungs, fixing of D.I. manhole cover and frame) of heavy duty of size 560 mm diameter and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) all shown in drawing, the rate includes cost of manhole cover with frame, centering, shuttering and reinforcement with TMT bars excluding the cost of earth work excavation. Plastering both inside and outside for 20 mm thick with CM 1:3 (one cement and three sand) and making channels in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) all as shown in drawing, rendered with cement mortar 1:3 (one cement and three sand) for 20 mm thick etc., complete including curing and testing the manhole for water tightness. A drop in water level more than 50 mm in 24 hours will not be permitted - For Manhole 2.5m deep with wall of 23cm thick upto 1.5m and 34cm thick for depth greater than 1.5m of brick masonry using best available country bricks in cement mortar 1:4 (1 cement & 4 sand) | Nos | 90,891.15 |
| 32.45.5A | Extra/rebate for every additional/reduction in depth of 0.10m or part thereof in 34cm thick wall for the circular manhole of 1.40m internal dia. and 2.5m deep | Nos | 2,372.27 |
| 32.45.6 | Construction of circular manhole of 1.40m internal diameter and to the depth detailed below with R.C.C. kerb in 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) with a overall size of 500 x 340 mm and shaped at bottom as shown in drawing to receive M.S. angle of size 100 x 100 x 10 mm as cutting edge, with reinforcement not less than 70 kg as indicated in drawing, and with vertical rods of 12 mm diameter at 60 cm c/c, 120 cm long to bind the steining wall and kerb, bottom plugging to a depth of 0.50 m with plain cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) with walls as detailed below. Providing relieving arch over the sewer pipe wherever it passes through the walls of the manholes, fixing of C.I. Rungs,excluding cost of CI rungs, fixing of D.I. manhole cover and frame) of heavy duty of size 560 mm diameter and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) all shown in drawing, the rate includes cost of manhole cover with frame, centering, shuttering and reinforcement with TMT bars excluding the cost of earth work excavation. Plastering both inside and outside for 20 mm thick with CM 1:3 (one cement and three sand) and making channels in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) all as shown in drawing, rendered with cement mortar 1:3 (one cement and three sand) for 20 mm thick etc., complete including curing and testing the manhole for water tightness. A drop in water level more than 50 mm in 24 hours will not be permitted - For manhole 5m deep with wall 23 cm thick upto 1.5m and 34 cm thick for depth from 1.5m and upto 2.8m and 45cm thick for depth greater than 2.8m of brick masonry using best available country bricks in cement mortar 1:4 (1 cement and 4 sand) | Nos | 1,73,194.55 |
| 32.45.6A | Extra/rebate for every additional/reduction in depth of 0.10m or part thereof in 34cm thick wall for the circular manhole of 1.40m internal dia. and 5.0m deep | Nos | 2,280.04 |
| 32.45.7 | Construction of flushing tank of internal size 2000 x 1200 x 1000 mm deep with R.C.C. top slab of 150 mm thick in R.C.C 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) with reinforcement as shown in detailed drawing, foundation concrete of 200 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size) with 230 mm thick wall in brick masonry using country bricks in CM 1:4 (one cement and four sand) inside and outside plastering with 20 mm thick CM 1:3 (one cement and three sand) making flooring for 40 mm thick in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) and rendered with CM 1:3 (one cement and three sand) 20 mm thick,conveying and fixing circular ductile iron manhole cover and frame) of heavy duty of size of 560 mm diameter and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) (all as shown in drawing) providing and fixing of C.I. pipes and specials for flushing pipe of 200 mm diameter and overflow pipe of 150 mm diameter conforming to IS 1536 and IS 1538, jointing of socket and spigot of C.I. pipes and specials shall be in molten lead and encasing them in CC 1:4:8 (one cement, four sand, eight HBG metal) block of size 1000 x 600 x 800 mm.The cost includes curing and testing the flushing tank for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT bars, but excluding the cost of earth work excavation | Nos | 89,769.20 |
| 32.45.7A | Extra/rebate for every additional/reduction in depth of 0.10m or part thereof in 23cm thick wall for the flush tank of size 2000x1200x1000mm deep | Nos | 4,587.01 |
| 32.46.1 | Construction of intercepting chamber of the size 600 x 850 x 1100 mm deep with R.C.C. top slab of 100mm thick in R.C.C 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) as shown in drawings, foundation in PCC 1:4:8 mix (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side wall of 23 cm thick in brick, inside and outside plastering with 20 mm thick in CM 1:3 (one cement and three sand) and making channel for house service connection in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with CM 1:3 (one cement and three sand) 20mm thick complete. Conveying and fixing of rectangular ductile iron manhole cover and frame) of medium duty size 450 x 600 mm and weight not less than 70 kg in cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size).The cost includes curing and testing of the intercepting chamber for its water tightness. A drop in water more than 50 mm in 24 hours shall not be permitted. The rate includes cost of rectangular D.I cover with frame, centering, shuttering and reinforcement with TMT bars,but excluding the cost of earth work excavation | Nos | 26,811.29 |
| 32.46.1A | Extra/rebate for every additional/reduction in depth of 0.10m or part thereof in 23cm thick wall for the intercepting chamber of size 600x850x1100mm deep | Nos | 1,262.32 |
| 32.47.1 | Making C.I. vent shaft using 150 mm diameter C.I class LA conforming to IS 1536 with C.I cowl / wire guard balloon at top, having an over all length of 5.50 m long and fixing from bottom and overflow pipe size of 150mm dia,extending to a depth of 1.25 m below ground level, with C.I. bend of 150 mm dia medium class conforming to IS 1538 at bottom and resting over the CC block of size 650 x 650 x 250 mm in 1:4:8 mix (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size) encasing all round the pipe with CC 1:4:8 mix (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size) to form a block of 650 x 650 x 1000 mm and top is finishing with cement concrete 1:1.5:3 (one cement,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 250 mm thick including fixing of M.S. foundation bolts and nuts of 20 mm diameter and 600 mm long with split up end and bottom to receive the C.I. pedestal of 175 mm internal diameter and 600 mm height and weight not less than 150kg to join above and below ground level.The rate includes the cost of C.I. specials and C.I. Pedestal etc.,complete | Nos | 47,963.11 |
| 32.47.2 | Fixing of 150 mm wide cast iron steps in the manholes with 200 x 200 x 100 mm CC block in cement concrete 1:1.5:3 (one cement,one and half sand and three hard broken granite stone aggregate of 20 mm nominal size) all as shown in drawings | Nos | 624.95 |
| 32.48.1 | Jointing the C.I./D.I. pipes with manhole including dismantling of brick work to the required extent and making good the angular space with brick work in CM 1:3 (one cement and three sand) and encasing with cement concrete 1:1.5:3 (one cement,one and half sand and three hard broken granite stone aggregate of 20 mm nominal size) etc. complete. - 450 mm dia pipe | Nos | 2,525.66 |
| 32.48.2 | Jointing the C.I./D.I. pipes with manhole including dismantling of brick work to the required extent and making good the angular space with brick work in CM 1:3 (one cement and three sand) and encasing with cement concrete 1:1.5:3 (one cement,one and half sand and three hard broken granite stone aggregate of 20 mm nominal size) etc. complete. - 600 mm dia pipe | Nos | 3,635.49 |
| 32.49.1 | Providing wooden (Padak) brackets of size 80 cm X 100 cm, with vertical up right of size 7.5 cm x7.5 cm, 100cm long and bolted with horizontal wooden plank of size 80cm x 15cm with 4cm thickness with 4 nos of 10mm dia MS bolts and nuts, 13cm long for supporting of CI pipes for trunk sewer | Nos | 2,490.23 |
| 32.50.1A | Raising of intercepting chamber by dismantling the old R.C.C. slab, removing the I.C. cover and frame from the chamber and raising the chamber height with brick work in cement mortar 1:4 (one cement and four sand), refixing the frame in position by laying reinfoced cement concrete 1:1.5:3 (One cement one and half sand and three HBG metal) including curing but excluding the cost of reinforcement, finishing the top, inside and outside plastering with 20mm thick in cement mortar 1:3(one cement three sand), the rate includes all materials, providing barricading,caution board, watch and ward etc.,complete till the completion of work with minimum hindrance to the traffic.- 30cm height | Nos | 6,932.83 |
| 32.50.1B | Raising of various types of manholes and flushing tank by cutting alround the manhole cover, removing the frame and cover from the manhole by cutting the B.T., W.B.M., surface, raising the manhole to the required height with brick work in cement motar 1:4 (One cement and four sand), refixing the frame in position by laying cement concrete 1:1.5:3 (One cement one and half sand and three 20mm HBG metal) including curing, but excluding the cost of reinforcement, finishing the top, inside and outside plastering with 20mm thick in cement mortar 1:3(one cement three sand), the rate includes all materials, providing barricading,caution board, watch and ward etc.,complete till the completion of work with minimum hindrance to the traffic.- 30cm height | Nos | 3,034.57 |
| 32.51.1 | Providing salt glazed stoneware pipe with spigot and sockets ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 100 mm dia | Metre | 688.28 |
| 32.51.1A | Providing salt glazed stoneware pipe with spigot and sockets ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 150 mm dia | Metre | 767.35 |
| 32.51.1B | Providing salt glazed stoneware pipe with spigot and sockets ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 200 mm dia | Metre | 906.11 |
| 32.51.1C | Providing salt glazed stoneware pipe with spigot and sockets ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 250 mm dia | Metre | 1,361.86 |
| 32.51.1D | Providing salt glazed stoneware pipe with spigot and sockets ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 300 mm dia | Metre | 1,714.93 |
| 32.51.1E | Providing salt glazed stoneware pipe with spigot and sockets ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 375 mm dia | Metre | 3,288.02 |
| 32.52.1A | Providing stoneware specials – ‘Y’ junction with spigot and socket ends conforming to I.S.651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 150 x 150 mm 'Y' | Nos | 728.72 |
| 32.52.1B | Providing stoneware specials – ‘Y’ junction with spigot and socket ends conforming to I.S. 651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 200 x 150 mm 'Y' | Nos | 854.52 |
| 32.52.1C | Providing stoneware specials – ‘Y’ junction with spigot and socket ends conforming to I.S. 651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 250 x 150 mm 'Y' | Nos | 1,036.35 |
| 32.52.1D | Providing stoneware specials – ‘Y’ junction with spigot and socket ends conforming to I.S. 651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 300 x 150 mm 'Y' | Nos | 1,505.04 |
| 32.60.1 | Cleaning the site by removing the slushy soil on both the sides of road and making the road fit for laying WBM and making smooth surface for vehicular traffic including disposing the same within 2 Km lead | Cum | 92.00 |
| 32.60.2 | Rectification of Road including earthwork excavation not less than 35 cm in thick, Providing & laying of sand gravel mix of 15 cm in thick, WBM Gr-I of 10 cm in thick, WBM Gr-II of 7.5 cm in thick, tack coat at 10 kg/10 sq.m, premix carpet of 20 mm in thick and seal coat of type –‘B’. The rate includes the cost of cleaning the WBM surface and compaction using power roller etc. complete | Sqm | 860.83 |
| 32.61.1A | Providing and laying Fibre reinforced plastic sheet 6mm thickness using glass fibre mat and isopthalic resin laid in alternate layers. The final surface of the sheet will be finished with gel coat,including moulding charges to fabricate circular segments to fit the collection well diameter,including cutting and grinding the edges in order to fit with the grill supporting arrangement including making holes at required interval,fixing the sheet with galvanized "J" hookes and metal and bitumen washers.The hookes will be painted with molten bitumen | Sqm | 5,400.00 |
| 32.61.1B | Providing and laying Fibre reinforced plastic lining to the steel section including rubbing and claning the rusts and dusts and applying resin and glass fibre mat on the surface to a thickness of 2mm and finished with a gel coat including all labour and material costs | Sqm | 1,800.00 |
| 32.65.1 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. The minimum depth of the chamber is 1250 mm. (1000 mm inner dia and depth 1200 mm) | Nos | 42,747.38 |
| 32.65.2 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 1800 mm) | Nos | 50,704.19 |
| 32.65.3 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 2300 mm) | Nos | 65,654.69 |
| 32.65.4 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 2800 mm) | Nos | 74,093.76 |
| 32.65.5 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 3300 mm) | Nos | 88,561.97 |
| 32.65.6 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 3800 mm) | Nos | 97,001.05 |
| 32.65.7 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 4300 mm) | Nos | 1,11,469.26 |
| 32.65.8 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 4800 mm) | Nos | 1,18,703.37 |
| 32.65.9 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 5300 mm) | Nos | 1,34,376.56 |
| 32.65.10 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.00 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlets of 160, 200, 250 and 315 mm pipes as per requirement & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in-situ connections 110 mm at top as per site requirement etc complete. (1000 mm inner dia and depth 5800 mm) | Nos | 1,41,610.67 |
| 32.65.11 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 1300 mm) | Nos | 66,118.46 |
| 32.65.12 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 1800 mm) | Nos | 87,458.00 |
| 32.65.13 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 2300 mm) | Nos | 97,416.46 |
| 32.65.14 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 2800 mm) | Nos | 1,18,756.01 |
| 32.65.15 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 3300 mm) | Nos | 1,28,714.47 |
| 32.65.16 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 3800 mm) | Nos | 1,50,054.01 |
| 32.65.17 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 4300 mm) | Nos | 1,60,012.47 |
| 32.65.18 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 4800 mm) | Nos | 1,81,352.02 |
| 32.65.19 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 5300 mm) | Nos | 1,91,310.48 |
| 32.65.20 | Providing and fixing PE graded manholes as per EN 13598-2, suitable for sewer / drainage lines with 1.20 meter inner diameter consisting of manhole base, Shaft/s, eccentric cone, inbuilt ladder, with 10mt. Capacity GRP light duty frame and cover at top including suitable accessories for inlet, outlet of 160, 200, 250 and 315 mm diameter pipes & with minimum accessories with required rubber rings for sealing. The item includes all rings / sealent with reducer if required and two in- situ connections 110 mm at top as per site requirement etc complete. (1200 mm inner dia and depth 5800 mm) | Nos | 2,12,650.03 |
| 32.71.1A | Sinking well of 1 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 935.00 |
| 32.71.1B | Sinking well of 1 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 1,573.00 |
| 32.71.1C | Sinking well of 1 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 3,144.00 |
| 32.72.1A | Sinking well of 1 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 1,349.00 |
| 32.72.1B | Sinking well of 1 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 2,470.00 |
| 32.72.1C | Sinking well of 1 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 4,936.00 |
| 32.73.1A | Sinking well of 1.25 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 1,219.00 |
| 32.73.1B | Sinking well of 1.25 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 2,444.00 |
| 32.73.1C | Sinking well of 1.25 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 4,877.00 |
| 32.74.1A | Sinking well of 1.25 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 1,849.00 |
| 32.74.1B | Sinking well of 1.25 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 3,704.00 |
| 32.74.1C | Sinking well of 1.25 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 7,491.00 |
| 32.75.1A | Sinking well of 2 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 1,897.00 |
| 32.75.1B | Sinking well of 2 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 3,782.00 |
| 32.75.1C | Sinking well of 2 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 7,548.00 |
| 32.76.1A | Sinking well of 2 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 3,049.00 |
| 32.76.1B | Sinking well of 2 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 6,100.00 |
| 32.76.1C | Sinking well of 2 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 12,179.00 |
| 32.77.1A | Sinking well of 2.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 2,391.00 |
| 32.77.1B | Sinking well of 2.5metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 4,974.00 |
| 32.77.1C | Sinking well of 2.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 9,944.00 |
| 32.78.1A | Sinking well of 2.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 3,979.00 |
| 32.78.1B | Sinking well of 2.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 7,824.00 |
| 32.78.1C | Sinking well of 2.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 15,585.00 |
| 32.79.1A | Sinking well of 3 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 3,090.00 |
| 32.79.1B | Sinking well of 3 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 6,127.00 |
| 32.79.1C | Sinking well of 3 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 12,239.00 |
| 32.80.1A | Sinking well of 3 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 5,384.00 |
| 32.80.1B | Sinking well of 3 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 10,469.00 |
| 32.80.1C | Sinking well of 3 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 20,946.00 |
| 32.81.1A | Sinking well of 3.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 3,932.00 |
| 32.81.1B | Sinking well of 3.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 7,647.00 |
| 32.81.1C | Sinking well of 3.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 15,259.00 |
| 32.82.1A | Sinking well of 3.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 6,309.00 |
| 32.82.1B | Sinking well of 3.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 12,380.00 |
| 32.82.1C | Sinking well of 3.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 24,704.00 |
| 32.83.1A | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 4,495.00 |
| 32.83.1B | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 8,655.00 |
| 32.83.1C | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 17,249.00 |
| 32.83.1D | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fourth depth of 2m (rate is for 1 Metre) | Metre | 32,395.50 |
| 32.83.1E | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fifth depth of 2m (rate is for 1 Metre) | Metre | 60,589.30 |
| 32.84.1A | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 7,568.00 |
| 32.84.1B | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 14,488.00 |
| 32.84.1C | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 28,951.00 |
| 32.84.1D | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Fourth depth of 2m (rate is for 1 Metre) | Metre | 54,243.30 |
| 32.84.1E | Sinking well of 4 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. – For Fiftth depth of 2m (rate is for 1 Metre) | Metre | 1,01,156.70 |
| 32.85.1A | Sinking well of 4.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 5,367.00 |
| 32.85.1B | Sinking well of 4.5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 10,525.00 |
| 32.85.1C | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 21,128.00 |
| 32.85.1D | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fourth depth of 2m (rate is for 1 Metre) | Metre | 36,745.60 |
| 32.85.1E | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fifth depth of 2m (rate is for 1 Metre) | Metre | 63,694.30 |
| 32.86.1A | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 9,051.00 |
| 32.86.1B | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 18,003.00 |
| 32.86.1C | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 35,930.00 |
| 32.86.1D | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Fourth depth of 2m (rate is for 1 Metre) | Metre | 67,380.10 |
| 32.86.1E | Sinking well of 4.50 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. – For Fiftth depth of 2m (rate is for 1 Metre) | Metre | 1,25,996.70 |
| 32.87.1A | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 6,656.00 |
| 32.87.1B | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 12,990.00 |
| 32.87.1C | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 25,841.00 |
| 32.87.1D | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fourth depth of 2m (rate is for 1 Metre) | Metre | 48,489.00 |
| 32.87.1E | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fifth depth of 2m (rate is for 1 Metre) | Metre | 87,554.90 |
| 32.88.1A | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 11,227.00 |
| 32.88.1B | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 20,836.00 |
| 32.88.1C | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 41,606.00 |
| 32.88.1D | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Fourth depth of 2m (rate is for 1 Metre) | Metre | 81,476.20 |
| 32.88.1E | Sinking well of 5 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. – For Fiftth depth of 2m (rate is for 1 Metre) | Metre | 1,52,254.80 |
| 32.89.1A | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For first depth of 2m (rate is for 1 Metre) | Metre | 9,568.00 |
| 32.89.1B | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil - For second depth of 2m (rate is for 1 Metre) | Metre | 18,548.00 |
| 32.89.1C | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil– For third depth of 2m (rate is for 1 Metre) | Metre | 35,235.00 |
| 32.89.1D | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fourth depth of 2m (rate is for 1 Metre) | Metre | 69,437.70 |
| 32.89.1E | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in ordinary soil, or loose soil, sandy soil – For fifth depth of 2m (rate is for 1 Metre) | Metre | 1,29,789.10 |
| 32.90.1A | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For first depth of 2m (rate is for 1 Metre) | Metre | 15,647.00 |
| 32.90.1B | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For second depth of 2m (rate is for 1 Metre) | Metre | 30,261.00 |
| 32.90.1C | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Third depth of 2m (rate is for 1 Metre) | Metre | 60,490.00 |
| 32.90.1D | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. - For Fourth depth of 2m (rate is for 1 Metre) | Metre | 1,13,341.90 |
| 32.90.1E | Sinking well of 6 metre internal dia below water level including all incidental charges, using special tools and plants such as air compressor, helmet etc.,complete and including bailing out of water- in silt or clay pocket. – For Fiftth depth of 2m (rate is for 1 Metre) | Metre | 2,11,415.20 |
| 32.19A.4.1 | Providing and fixing in position precast R.C.C manhole cover and frame of reqired shape and approved quality - EHD - 35 - circular shape 560 mm internal dia | Each | 3,579.64 |
Other chapters in this schedule
- Earth Work (70)
- Concrete Work (72)
- Reinforced Concrete Work (131)
- Brick Work (57)
- Stone Work (50)
- Cladding Work (71)
- Wood and PVC Work (493)
- Steel Work (52)
- Flooring (91)
- Roofing (135)
- Finishing (114)
- Repairs To Buildings (108)
- Dismantling And Demolishing (85)
- Miscellaneous Building Work (25)
- Sanitary Installations (226)
- Water Supply (708)
- Drainage (135)
- Pile Work (31)
- Aluminium Work (41)
- Water Proofing (27)
- Rain Water Harvesting & TubeWells (37)
- Conservation of Heritage Buildings (7)
- Structural Glazing Aluminium Composite Panel (5)
- New Technologies and Materials (196)
- Irrigation (50)
- Water Supply (Public Health) (1012)
- Miscellaneous (Public Health) (71)
- OHT (Works) (8)
- Subsoil Exploration (7)
- Energy Conservation Building Code (137)
- Site Clearance and Dismantling (44)
- Earth Work, Erosion Control and Drainages (40)
- Granular Sub-base (63)
- Base & Bituminous Construction (26)
- Traffic Signs,Markings & Other Road Appurtenances (41)
- Pipe Culverts (5)
- Maintenance of Roads (13)
- Horticulture (25)
- Foundation (106)
- Substructure (54)
- Superstructure (97)
- River Training and Protection Works (10)
- Repair and Rehabilitation (12)
- PMGSY -Works (25)
Pricing sewerage (public health) against a live tender
Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
See how estimation works