Puducherry SOR 2024-25
Drainage rates
135 drainage items from the Puducherry PWD, effective 2024-08-14.
Drainage rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹83.01 to ₹59,123.19. 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Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded..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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135 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 19.1.1 | Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine aggregate0.01) including testing of joints etc.complete -100mm diameter | Metre | 374.15 |
| 19.1.2 | Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine aggregate0.01) including testing of joints etc.complete -150mm diameter | Metre | 545.01 |
| 19.1.3 | Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine aggregate0.01) including testing of joints etc.complete -200mm diameter | Metre | 680.42 |
| 19.1.4 | Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine aggregate0.01) including testing of joints etc.complete -250mm diameter | Metre | 1,043.61 |
| 19.1.5 | Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine aggregate0.01) including testing of joints etc.complete -300mm diameter | Metre | 1,175.43 |
| 19.2.1 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) all- round S.W.pipes including bed concrete as per standard design - 100 mm diameter S.W. pipe | Metre | 924.10 |
| 19.2.2 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) all- round S.W.pipes including bed concrete as per standard design - 150 mm diameter S.W. pipe | Metre | 1,130.14 |
| 19.2.3 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) all- round S.W.pipes including bed concrete as per standard design - 200 mm diameter S.W. pipe | Metre | 1,317.46 |
| 19.2.4 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) all- round S.W.pipes including bed concrete as per standard design - 250 mm diameter S.W. pipe | Metre | 1,523.51 |
| 19.3.1 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design - 100 mm diameter S.W. pipe | Metre | 439.19 |
| 19.3.2 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design - 150 mm diameter S.W. pipe | Metre | 711.80 |
| 19.3.3 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design - 200 mm diameter S.W. pipe | Metre | 836.68 |
| 19.3.4 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design - 250 mm diameter S.W. pipe | Metre | 974.05 |
| 19.3.5 | Providing and laying cement concrete 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design - 300 mm diameter S.W. pipe | Metre | 1,123.90 |
| 19.4.1.1 | Providing and fixing square - mouth S.W.gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design - 100x100mm size P type - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Each | 2,829.13 |
| 19.4.1.2 | Providing and fixing square - mouth S.W.gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design - 100x100mm size P type - with sewer bricks conforming to IS:4885 | Each | 2,425.07 |
| 19.4.2.1 | Providing and fixing square - mouth S.W.gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design - 150x100mm size P type - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Each | 2,815.86 |
| 19.4.2.2 | Providing and fixing square - mouth S.W.gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design - 150x100mm size P type - with sewer bricks conforming to IS:4885 | Each | 2,412.49 |
| 19.4.3.1 | Providing and fixing square - mouth S.W.gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design - 180x150mm size P type - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Each | 2,820.04 |
| 19.4.3.2 | Providing and fixing square - mouth S.W.gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design - 180x150mm size P type - with sewer bricks conforming to IS:4885 | Each | 2,415.99 |
| 19.5.1 | 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 diametre | Metre | 83.01 |
| 19.5.2 | 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 diametre | Metre | 90.69 |
| 19.5.3 | 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 diametre | Metre | 95.82 |
| 19.5.4 | 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 - 250 mm diametre | Metre | 100.94 |
| 19.5.5 | 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 - 300 mm diametre | Metre | 106.06 |
| 19.5.6 | 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 materials into municipal dumps - 350 mm diametre | Metre | 122.92 |
| 19.5.7 | 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 - 400 mm diametre | Metre | 134.44 |
| 19.5.8 | 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 - 450 mm diametre | Metre | 139.56 |
| 19.6.1 | 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 R.C.C. pipe | Metre | 536.26 |
| 19.6.2 | 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 R.C.C. pipe | Metre | 627.67 |
| 19.6.3 | 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 R.C.C. pipe | Metre | 991.69 |
| 19.6.4 | 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 R.C.C. pipe | Metre | 1,112.60 |
| 19.6.5 | 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 R.C.C. pipe | Metre | 1,741.07 |
| 19.6.6 | 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 - 500 mm dia R.C.C. pipe | Metre | 2,050.13 |
| 19.6.7 | 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 - 600 mm dia R.C.C. pipe | Metre | 2,398.22 |
| 19.6.8 | 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 - 700 mm dia R.C.C. pipe | Metre | 3,104.37 |
| 19.6.9 | 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 - 800 mm dia R.C.C. pipe | Metre | 3,672.74 |
| 19.6.10 | 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 R.C.C. pipe | Metre | 4,922.66 |
| 19.6.11 | 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 - 1000 mm dia R.C.C. pipe | Metre | 5,756.40 |
| 19.6.12 | 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 - 1100 mm dia R.C.C. pipe | Metre | 6,547.74 |
| 19.6.13 | 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 - 1200 mm dia R.C.C. pipe | Metre | 7,367.69 |
| 19.7.1.1 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: -I nside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 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):- W ith common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 13,202.44 |
| 19.7.1.2 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: -I nside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 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 sewer bricks conforming to IS:4885 | Each | 12,145.67 |
| 19.7.2.1 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: - inside size 120x90 cm and 90cm deep including C.I.cover with frame (medium duty) 500 mm internal diametre, 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 common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 27,901.11 |
| 19.7.2.2 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: - inside size 120x90 cm and 90cm deep including C.I.cover with frame (medium duty) 500 mm internal diametre, 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 sewer bricks conforming to IS:4885 | Each | 25,010.60 |
| 19.7.3.1 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: - inside size 120x90 cm and 90cm deep including C.I.cover with frame (heavy duty) 560 mm internal diametre, total weight of cover and frame to be not less than 208kg (weight of cover108 kg and weight of frame 100 kg) - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 25,581.43 |
| 19.7.3.2 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: - inside size 120x90 cm and 90cm deep including C.I.cover with frame (heavy duty) 560 mm internal diametre, total weight of cover and frame to be not less than 208kg (weight of cover108 kg and weight of frame 100 kg) - with sewer bricks conforming to IS: 4885 | Each | 23,094.96 |
| 19.8.1.1 | Extra for depth for manholes - size 90x80 cm - with common burnt clay F.P.S (non modular) bricks of class designation 3.5 | Metre | 10,599.80 |
| 19.8.1.2 | Extra for depth for manholes - size 90x80 cm - with sewer bricks conforming to IS:4885 | Metre | 7,522.80 |
| 19.8.2.1 | Extra for depth for manholes - size 120x90 cm - with common burnt clay F.P.S (non modular) bricks of class designation 3.5 | Metre | 12,697.84 |
| 19.8.2.2 | Extra for depth for manholes - size 120x90 cm - with sewer bricks conforming to IS: 4885 | Metre | 9,030.30 |
| 19.9.1.1 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 fine aggregate), in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement: 3 fine aggregate: 6 graded stone aggregate 40mm nominal size), and making necessary channels in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design - 0.91 m deep with S.F.R.C.cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diametre conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 grade stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) - with common burnt clay F.P.S (non modular) bricks of class designation 3.5 | Each | 13,637.50 |
| 19.9.1.2 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 fine aggregate), in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement: 3 fine aggregate: 6 graded stone aggregate 40mm nominal size), and making necessary channels in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design - 0.91 m deep with S.F.R.C.cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diametre conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 grade stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) - with sewer bricks conforming to IS:4885 | Each | 11,906.84 |
| 19.10.1 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Metre | 9,070.12 |
| 19.10.2 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m - with sewer bricks conforming IS: 4885 | Metre | 6,493.70 |
| 19.11.1.1 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 fine aggregate) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement: 3 fine aggregate: 6 gaded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design - 1.68 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg fixed in cement concrete 1:2:4 (1cement:2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Each | 26,799.91 |
| 19.11.1.2 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 fine aggregate) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement: 3 fine aggregate: 6 gaded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design - 1.68 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg fixed in cement concrete 1:2:4 (1cement:2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) - with sewer bricks conforming to IS: 4885 | Each | 22,707.09 |
| 19.12.1 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Metre | 11,792.30 |
| 19.12.2 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m - with sewer bricks conforming IS:4885 | Metre | 8,429.44 |
| 19.13.1.1 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 fine aggregate) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement: 3fine aggregate: 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design - 2.30 m deep with SFRC cover and frame (heavy duty HD - 20 grade designation) 560 mm internal diameter conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg fixed in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Each | 59,123.19 |
| 19.13.1.2 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 fine aggregate) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 fine aggregate) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement: 3fine aggregate: 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design - 2.30 m deep with SFRC cover and frame (heavy duty HD - 20 grade designation) 560 mm internal diameter conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg fixed in cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) - with Sewer bricks conforming to IS:4885 | Each | 47,518.64 |
| 19.14.1 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30m - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Metre | 27,870.31 |
| 19.14.2 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30m - with sewer bricks conforming IS: 4885 | Metre | 19,174.31 |
| 19.15.1 | Providing M.S.foot rests including fixing in manholes with 20x20x10 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 20x20 mm square bar | Each | 558.40 |
| 19.15.2 | Providing M.S.foot rests including fixing in manholes with 20x20x10 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 | 508.45 |
| 19.16 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20mm nominal size) complete as per design | Each | 563.56 |
| 19.17.1 | Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20 mm nominal size) - with 20x20 mm square bar | Each | 694.98 |
| 19.17.2 | Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20 mm nominal size) - with 20 mm diametre round bar | Each | 645.03 |
| 19.18.1 | Supplying and fixing C.I.cover without frame for manholes - 455 x 610 mm rectangular C.I.cover (light duty) the weight of the cover to be not less than 23 kg | Each | 1,337.28 |
| 19.18.2 | Supplying and fixing C.I.cover without frame for manholes - 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 3,400.10 |
| 19.18.3 | Supplying and fixing C.I.cover without frame for manholes - 560 mm diameter C.I.cover (heavy duty) the weight of the cover to be not less than 108 kg | Each | 2,767.03 |
| 19.19.1.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - LD - 2.5 - rectangular shape 600x450 mm inernal dimensions | Each | 1,353.06 |
| 19.19.1.2 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - LD - 2.5 - square shape 450 mm inernal dimensions | Each | 1,144.67 |
| 19.19.1.3 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - LD -2.5 - circular shape 450 mm internal diameter | Each | 1,084.92 |
| 19.19.2.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - MD -10 - square shape 450 mm internal dimensions | Each | 1,419.87 |
| 19.19.2.2 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - MD -10 - Cirucualr shape 500 mm internal diameter | Each | 1,343.78 |
| 19.19.3.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - HD -20 - Cirucualr shape 560 mm internal diameter | Each | 1,789.96 |
| 19.19.4.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - EHD -35 - Cirucualr shape 560 mm internal diameter | Each | 3,579.64 |
| 19.20 | Supplying and fixing C.I.cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 778.90 |
| 19.21.1 | 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 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 100 to 250 mm diameter | Each | 820.18 |
| 19.21.2 | 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 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 250 to 300 mm diameter | Each | 927.44 |
| 19.21.3 | 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 |
| 19.22.1 | 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 all - round with cement concrete 1:5:10 (1cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1cement: 4 fine aggregate) plastered with cement mortar 1:3 (1 cement: 3 fine aggregate) on inside of the manhole wall, lead caulked 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 specifications - 100 mm dia sand cast iron drop connection | Each | 11,475.08 |
| 19.22.2 | 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 all - round with cement concrete 1:5:10 (1cement: 5 fine aggregate: 10 grade stone aggregate 40mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1cement: 4 fine aggregate) plastered with cement mortar 1:3 (1 cement: 3 fine aggregate) on inside of the manhole wall, lead caulked 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 specifications - 150 mm dia sand cast iron drop connection | Each | 15,665.72 |
| 19.23.1 | Extra for depths beyond 60cm of sand cast iron drop connection complete - for 100 mm dia sand cast iron drop connection | Metre | 2,780.26 |
| 19.23.2 | Extra for depths beyond 60cm of sand cast iron drop connection complete - for 150 mm dia sand cast iron drop connection | Metre | 3,494.94 |
| 19.24.1 | 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 within 50 m lead as per direction of Engineer-in-charge:- R ectangular manhole 90x80 cm and 45 cm deep | Each | 2,398.52 |
| 19.24.2 | 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 within 50 m lead as per direction of Engineer-in-charge:- Rectangular manhole 120x90 cm and 90 cm deep | Each | 4,210.82 |
| 19.24.3 | 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 within 50 m lead as per direction of Engineer-in-charge: -R ectangular manhole 140x90 cm and 2.45 cm deep | Each | 7,874.87 |
| 19.24.4 | 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 within 50 m lead as per direction of Engineer-in-charge: -c ircular manhole 122 cm diametre and 1.68 metre deep | Each | 6,070.54 |
| 19.25.1 | Extra for depth of manholes dismantled - rectangular manholes 90x80 cm and beyond 45 cm depth | Metre | 1,887.93 |
| 19.25.2 | Extra for depth of manholes dismantled - rectangular manholes 120x90 cm and beyond 90 cm depth | Metre | 2,249.64 |
| 19.25.3 | Extra for depth of manholes dismantled - rectangular arch type manholes 140x90 cm and beyond 2.45 m depth (upto 4.25 m depth) | Metre | 1,833.58 |
| 19.25.4 | Extra for depth of manholes dismantled - circular manhole 122 cm diametre and beyond 1.68 m depth (upto 2.29 m depth) | Metre | 2,059.82 |
| 19.26.1 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damages as required (raising depth of manhole to be paid separately) - rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 | Each | 2,523.39 |
| 19.26.2 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damages as required (raising depth of manhole to be paid separately) - rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD -10 | Each | 4,019.82 |
| 19.26.3 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damages as required (raising depth of manhole to be paid separately) - rectangular manhole 120x90 cm with circular cover 560mm dia of grade HD -20 | Each | 3,736.61 |
| 19.26.4 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damages as required (raising depth of manhole to be paid separately) - circular manhole 140cm dia with circular cover 600 mm dia of grade EHD -35 | Each | 272.49 |
| 19.27.1 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) including 500 x 450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 6,492.92 |
| 19.28.1 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) with pre-cast R.C.C. vertical grating complete as per standard design - with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 | Each | 7,810.08 |
| 19.29.1 | Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement: 4 fine aggregate) including 500 x450 mm pre - cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 12,655.96 |
| 19.30.1.1 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) 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 1:1.5:3 mix (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: - Inside dimensions 455x610 mm and 45 cm deep for single pipe line: -W ith common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 7,251.95 |
| 19.30.2.1 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) 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 1:1.5:3 mix (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: - inside dimensions 500 x700 mm and 45 cm deep for pipe line with one or two inlets - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 8,519.45 |
| 19.30.3.1 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) 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 1:1.5:3 mix (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse 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 - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 10,041.95 |
| 19.31.1.1 | Extra for depth beyond 45 cm of brick masonry chamber - for 455x610mm size - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Metre | 7,376.37 |
| 19.31.2.1 | Extra for depth beyond 45 cm of brick masonry chamber - for 500x700mm size - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Metre | 8,046.42 |
| 19.31.3.1 | Extra for depth beyond 45 cm of brick masonry chamber - for 600x850mm size - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Metre | 9,369.21 |
| 19.32.1 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diametre, 1.8 m long complete as per standard design - with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 | Each | 22,530.15 |
| 19.33 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design | Each | 2,585.78 |
| 19.33.1 | Providing and fixing on wall / column face unplasticed - PVC soil and waste pipes (type - B) conforming to IS: 13592- 1992 including jointing with seal ring conformation to IS: 5382 leaving 10mm gap for thermal expansion - single socked pipes - 110mm diametre | Metre | 651.83 |
| 19.33.1A | Providing and fixing on wall face / column face unplasticised - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS: 14735 -1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - Single tee with door - 110 x110x110 mm | Each | 392.05 |
| 19.33.1B | Providing and fixing on wall face / column face unplasticised - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS:14735 - 1999 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion - Single tee without door - 110 x110x110mm | Each | 356.49 |
| 19.33.1C | Providing and fixing on wall face / column face unplasticised - PVC mould fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS: 14735 - 1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - bend 110 mm | Each | 195.76 |
| 19.33.1D | Providing and fixing on wall face / column face unplasticised - PVC mould fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS: 14735 - 1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - bend with door 110 mm | Each | 349.40 |
| 19.33.1E | Providing and fixing on wall face / column face unplasticised - PVC mould fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS: 14735 - 1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - heel rest bend 110 mm | Each | 123.20 |
| 19.33.2 | Providing and fixing on wall / column face unplasticised - PVC soil and waste pipes (type B) conforming to IS:13592 - 1992 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - Single socketed pipes 75mm diameter | Metre | 363.60 |
| 19.33.2A | Providing and fixing on wall / column face unplasticisd - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS:14735 -1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - Single tee with door - 75x75x75mm | Each | 250.74 |
| 19.33.2B | Providing and fixing on wall / column face unplasticisd - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS:14735 -1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - Single tee without door - 75x75x75mm | Each | 218.03 |
| 19.33.2C | Providing and fixing on wall / column face unplasticisd - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS:14735 -1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - Bend 75 mm | Each | 150.67 |
| 19.33.2E | Providing and fixing on wall / column face unplasticisd - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS:14735 -1999 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - heel rest Bend 75 mm | Each | 85.23 |
| 19.33.2F | Providing and fixing on wall / column face unplasticisd - PVC moulded fittings / accessories for unplasticisd - PVC soil and waste pipes conforming to IS:4985 - including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion - Bend with door 50 mm | Each | 189.21 |
| 19.34.1 | Providing and fixing S.W.intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement: 1 fine aggregate) including testing of joints etc.complete - 100 mm dia | Each | 398.34 |
| 19.34.2 | Providing and fixing S.W.intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement: 1 fine aggregate) including testing of joints etc.complete - 150 mm dia | Each | 553.23 |
| 19.35.1 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars / spigot 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 RCC pipes | Metre | 2,412.87 |
| 19.35.2 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 600 mm dia RCC pipes | Metre | 3,104.25 |
| 19.35.3 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars / spigot 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 RCC pipes | Metre | 4,567.20 |
| 19.35.4 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 1000 mm dia RCC pipes (laying by manual / mechanical means) | Metre | 5,638.02 |
| 19.35.5 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 1200 mm dia RCC pipes (Laying by mannual / mechanical means) | Metre | 7,934.79 |
| 19.35.6 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 1800 mm dia RCC pipes - (Laying by manual / mechanical means) | Metre | 13,876.20 |
| 19.36.1 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the propotion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 450mm dia RCC pipes | Metre | 2,868.11 |
| 19.36.2 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the propotion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 600mm dia RCC pipes | Metre | 3,659.08 |
| 19.36.3 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the propotion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 900mm dia RCC pipes | Metre | 6,473.53 |
| 19.36.4 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the propotion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 1000mm dia RCC pipes (Laying by manual / mechanical means) | Metre | 7,956.92 |
| 19.36.5 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the propotion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 1200mm dia RCC pipes (Laying by mannual / mechanical means) | Metre | 9,641.95 |
| 19.36.6 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the propotion of 1:2 (1 cement: 2 fine aggregate) including testing of joints etc.complete - 1800mm dia RCC pipes (Laying by mannual / mechanical means) | Metre | 20,623.41 |
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)
- 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)
- Sewerage (Public Health) (213)
- 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)
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