| 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 sand) including testing of joints etc. complete100 mm diameter8 PRICED INPUTS | metre | 443.60 |
| 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 sand) including testing of joints etc. complete150 mm diameter8 PRICED INPUTS | metre | 695.80 |
| 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 sand) including testing of joints etc. complete200 mm diameter8 PRICED INPUTS | metre | 970.35 |
| 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 sand) including testing of joints etc. complete250 mm diameter8 PRICED INPUTS | metre | 1,505.60 |
| 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 sand) including testing of joints etc. complete300 mm diameter9 PRICED INPUTS | metre | 2,064.15 |
| 19.2.1 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design100 mm diameter S.W. pipe1 PRICED INPUTS | metre | 964.75 |
| 19.2.2 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design150 mm diameter S.W. pipe1 PRICED INPUTS | metre | 1,179.85 |
| 19.2.3 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design200 mm diameter S.W. pipe1 PRICED INPUTS | metre | 1,375.45 |
| 19.2.4 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design250 mm diameter S.W. pipe1 PRICED INPUTS | metre | 1,590.55 |
| 19.3.1 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design100 mm diameter S.W. pipe1 PRICED INPUTS | metre | 458.50 |
| 19.3.2 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design150 mm diameter S.W. pipe1 PRICED INPUTS | metre | 743.10 |
| 19.3.3 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design200 mm diameter S.W. pipe1 PRICED INPUTS | metre | 873.50 |
| 19.3.4 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design250 mm diameter S.W. pipe1 PRICED INPUTS | metre | 1,016.90 |
| 19.3.5 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design300 mm diameter S.W. pipe1 PRICED INPUTS | metre | 1,173.35 |
| 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 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.58 PRICED INPUTS | — | 2,707.65 |
| 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 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P typeWith Sewer bricks conforming to IS : 48858 PRICED INPUTS | — | 2,685.20 |
| 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 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.58 PRICED INPUTS | — | 2,734.20 |
| 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 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P typeWith sewer bricks conforming to IS : 48858 PRICED INPUTS | — | 2,711.70 |
| 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 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.58 PRICED INPUTS | — | 2,802.15 |
| 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 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P typeWith Sewer bricks conforming to IS : 48858 PRICED INPUTS | — | 2,779.65 |
| 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 dumps100 mm diameter2 PRICED INPUTS | metre | 89.00 |
| 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 dumps150 mm diameter2 PRICED INPUTS | metre | 98.45 |
| 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 dumps200 mm diameter2 PRICED INPUTS | metre | 104.70 |
| 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 dumps250 mm diameter2 PRICED INPUTS | metre | 111.00 |
| 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 dumps300 mm diameter2 PRICED INPUTS | metre | 117.25 |
| 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 dumps350 mm diameter2 PRICED INPUTS | metre | 135.05 |
| 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 dumps400 mm diameter2 PRICED INPUTS | metre | 147.65 |
| 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 dumps450 mm diameter2 PRICED INPUTS | metre | 153.90 |
| 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 sand) including testing of joints etc. complete100 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 507.05 |
| 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 sand) including testing of joints etc. complete150 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 556.45 |
| 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 sand) including testing of joints etc. complete250 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 899.80 |
| 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 sand) including testing of joints etc. complete300 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 994.30 |
| 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 sand) including testing of joints etc. complete450 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 1,620.95 |
| 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 sand) including testing of joints etc. complete500 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 1,918.90 |
| 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 sand) including testing of joints etc. complete600 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 2,243.40 |
| 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 sand) including testing of joints etc. complete700 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 2,932.50 |
| 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 sand) including testing of joints etc. complete800 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 3,511.95 |
| 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 sand) including testing of joints etc. complete900 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 4,750.85 |
| 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 sand) including testing of joints etc. complete1000 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 5,562.60 |
| 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 sand) including testing of joints etc. complete1100 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 6,276.60 |
| 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 sand) including testing of joints etc. complete1200 mm dia. R.C.C. pipe8 PRICED INPUTS | metre | 7,102.15 |
| 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 : Inside 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.513 PRICED INPUTS | manhole | 12,770.55 |
| 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 : Inside 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 : 488513 PRICED INPUTS | manhole | 12,711.80 |
| 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 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.513 PRICED INPUTS | manhole | 26,405.50 |
| 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 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 Sewer bricks conforming to IS : 488513 PRICED INPUTS | manhole | 26,244.70 |
| 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 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.513 PRICED INPUTS | manhole | 32,857.85 |
| 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 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 Sewer bricks conforming to IS : 488513 PRICED INPUTS | manhole | 32,719.50 |
| 19.8.1.1 | Extra for depth for manholes : Size 90x80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | one metre | 8,825.40 |
| 19.8.1.2 | Extra for depth for manholes : Size 90x80 cmWith Sewer bricks conforming to IS : 48852 PRICED INPUTS | one metre | 8,654.25 |
| 19.8.2.1 | Extra for depth for manholes : Size 120x90 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | one metre | 10,585.50 |
| 19.8.2.2 | Extra for depth for manholes : Size 120x90 cmWith Sewer bricks conforming to IS : 48852 PRICED INPUTS | one metre | 10,381.45 |
| 19.9.1.1 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, 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 diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded 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 7.511 PRICED INPUTS | manhole | 12,725.00 |
| 19.9.1.2 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, 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 diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded 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 : 488511 PRICED INPUTS | manhole | 12,600.40 |
| 19.10.1 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 mWith common burnt clay F.P.S. (non modular) bricks of class designation 7.53 PRICED INPUTS | — | 7,591.80 |
| 19.10.2 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 mWith Sewer bricks conforming IS : 48853 PRICED INPUTS | — | 7,448.45 |
| 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 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, 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 I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 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 7.511 PRICED INPUTS | manhole | 24,702.75 |
| 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 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, 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 I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 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 IS : 488511 PRICED INPUTS | manhole | 24,446.70 |
| 19.12.1 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 mWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | — | 9,861.45 |
| 19.12.2 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 mWith Sewer bricks conforming IS : 48852 PRICED INPUTS | — | 9,674.40 |
| 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 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 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 7.511 PRICED INPUTS | manhole | 52,969.10 |
| 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 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 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 IS : 488511 PRICED INPUTS | manhole | 52,266.80 |
| 19.14.1 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 mWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | — | 22,771.85 |
| 19.14.2 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 mWith Sewer bricks conforming IS : 48852 PRICED INPUTS | — | 22,288.10 |
| 19.15.1 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard designWith 20x20 mm square bar8 PRICED INPUTS | one M | 544.70 |
| 19.15.2 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard designWith 20 mm diameter round bar8 PRICED INPUTS | one M | 496.50 |
| 19.16 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 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 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design6 PRICED INPUTS | one no | 553.70 |
| 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 coarse sand : 6 graded stone aggregate 20 mm nominal size)With 20x20 mm square bar8 PRICED INPUTS | one M | 670.20 |
| 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 coarse sand : 6 graded stone aggregate 20 mm nominal size)With 20 mm diameter round bar8 PRICED INPUTS | one M | 621.95 |
| 19.18.1 | Supplying and fixing C.I. cover without frame for manholes455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg3 PRICED INPUTS | one cover | 1,358.00 |
| 19.18.2 | Supplying and fixing C.I. cover without frame for manholes500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg3 PRICED INPUTS | one cover | 3,441.20 |
| 19.18.3 | Supplying and fixing C.I. cover without frame for manholes560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg3 PRICED INPUTS | one cover | 7,575.40 |
| 19.19.1.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D2.5Rectangular shape 600x450 mm internal dimensions4 PRICED INPUTS | one no | 1,437.65 |
| 19.19.1.2 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D2.5Square shape 450 mm internal dimensions4 PRICED INPUTS | one no | 1,155.45 |
| 19.19.1.3 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D2.5Circular shape 450 mm internal diameter4 PRICED INPUTS | one no | 1,169.65 |
| 19.19.2.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10Square shape 450 mm internal dimension4 PRICED INPUTS | one no | 1,386.55 |
| 19.19.2.2 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10Circular shape 500 mm internal diameter4 PRICED INPUTS | one no | 1,172.60 |
| 19.19.3.1 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20Circular shape 560 mm internal diameter4 PRICED INPUTS | one no | 1,675.70 |
| 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 - 35Circular shape 560 mm internal dia4 PRICED INPUTS | one no | 2,123.80 |
| 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 kg3 PRICED INPUTS | one cover | 787.00 |
| 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 100 to 250 mm diameter6 PRICED INPUTS | one connection | 810.45 |
| 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 250 to 300 mm diameter6 PRICED INPUTS | one connection | 922.40 |
| 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 350 to 450 mm diameter6 PRICED INPUTS | one connection | 1,328.45 |
| 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 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) 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 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications100 mm dia sand cast iron drop connection16 PRICED INPUTS | one drop | 12,172.05 |
| 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 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) 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 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications150 mm dia sand cast iron drop connection16 PRICED INPUTS | one drop | 16,577.80 |
| 19.23.1 | Extra for depths beyond 60 cm of sand cast iron drop connection completeFor 100 mm dia sand cast iron drop connection8 PRICED INPUTS | one metre | 3,240.45 |
| 19.23.2 | Extra for depths beyond 60 cm of sand cast iron drop connection completeFor 150 mm dia sand cast iron drop connection8 PRICED INPUTS | one metre | 4,126.90 |
| 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-chargeRectangular manhole 90x80 cm and 45 cm deep5 PRICED INPUTS | — | 2,540.85 |
| 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-chargeRectangular manhole 120x90 cm and 90 cm deep5 PRICED INPUTS | — | 4,475.50 |
| 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-chargeRectangular arch type manhole 140x90 cm and 2.45 m deep6 PRICED INPUTS | — | 8,466.35 |
| 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-chargeCircular manhole 122 cm diameter and 1.68 m deep5 PRICED INPUTS | — | 6,472.40 |
| 19.25.1 | Extra for depth of manholes dismantledRectangular manhole 90x80 cm and beyond 45 cm depth2 PRICED INPUTS | one metre | 2,045.50 |
| 19.25.2 | Extra for depth of manholes dismantledRectangular manhole 120x90 cm and beyond 90 cm depth2 PRICED INPUTS | one metre | 2,436.90 |
| 19.25.3 | Extra for depth of manholes dismantledRectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m depth)2 PRICED INPUTS | metre | 1,975.85 |
| 19.25.4 | Extra for depth of manholes dismantledCircular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth)6 PRICED INPUTS | metre | 2,229.20 |
| 19.26.1 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately)Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.55 PRICED INPUTS | one manhole | 2,625.50 |
| 19.26.2 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately)Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 105 PRICED INPUTS | one manhole | 4,168.05 |
| 19.26.3 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately)Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 205 PRICED INPUTS | one manhole | 3,881.50 |
| 19.26.4 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately)Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 354 PRICED INPUTS | one manhole | 320.15 |
| 19.27.1 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar1:4 (1 cement : 4 coarse sand) including 500x450 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 7.58 PRICED INPUTS | one chamber | 5,957.90 |
| 19.28.1 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.59 PRICED INPUTS | one chamber | 6,889.80 |
| 19.29.1 | Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar1:4 (1 cement : 4 coarse sand) including 500x450 mm precast 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 7.513 PRICED INPUTS | one chamber | 11,520.55 |
| 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 lineWith common burnt clay F.P.S. (non modular) bricks of class designation 7.59 PRICED INPUTS | one chamber | 6,937.90 |
| 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 500x700 mm and 45 cm deep for pipe line with one or two inletsWith common burnt clay F.P.S. (non modular) bricks of class designation 7.510 PRICED INPUTS | — | 8,150.50 |
| 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 600x 850 mm and 45 cm deep for pipe line with three or more inletsWith common burnt clay F.P.S. (non modular) bricks of class designation 7.510 PRICED INPUTS | — | 9,594.35 |
| 19.31.1.1 | Extra for depth beyond 45 cm of brick masonry chamber : For 455x610 mm sizeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | one metre | 6,117.00 |
| 19.31.2.1 | Extra for depth beyond 45 cm of brick masonry chamber : For 500x700 mm sizeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | one metre | 6,680.60 |
| 19.31.3.1 | Extra for depth beyond 45 cm of brick masonry chamber : For 600x850 mm sizeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.52 PRICED INPUTS | one metre | 7,789.85 |
| 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 diameter, 1.8 m long complete as per standard designWith common burnt clay F.P.S. (non modular) bricks of class designation 7.514 PRICED INPUTS | one soak | 26,861.90 |
| 19.33 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design7 PRICED INPUTS | one soak | 2,890.10 |
| 19.34.1 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete100 mm dia9 PRICED INPUTS | — | 441.40 |
| 19.34.2 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete150 mm dia9 PRICED INPUTS | — | 602.65 |
| 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 sand) including testing of joints etc. complete450 mm dia RCC pipes7 PRICED INPUTS | metre | 2,676.55 |
| 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 sand) including testing of joints etc. complete600 mm dia RCC pipes7 PRICED INPUTS | metre | 3,401.25 |
| 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 sand) including testing of joints etc. complete900 mm dia RCC pipes7 PRICED INPUTS | metre | 5,377.25 |
| 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 sand) including testing of joints etc. complete1000 mm dia RCC pipes. (Laying by manual/ machanical means)7 PRICED INPUTS | metre | 6,656.55 |
| 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 sand) including testing of joints etc. complete1200 mm dia RCC pipes. (Laying by manual/ machanical means)7 PRICED INPUTS | metre | 9,126.20 |
| 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 sand) including testing of joints etc. complete1800 mm dia RCC pipes. (Laying by manual/ machenical means)7 PRICED INPUTS | metre | 16,184.00 |
| 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 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete450 mm dia RCC pipes7 PRICED INPUTS | metre | 3,053.55 |
| 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 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete600 mm dia RCC pipes7 PRICED INPUTS | metre | 3,934.75 |
| 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 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete900 mm dia RCC pipes7 PRICED INPUTS | metre | 7,397.40 |
| 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 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete1000 mm dia RCC pipes. (Laying by manual/ machanical means)7 PRICED INPUTS | metre | 9,181.75 |
| 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 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete1200 mm dia RCC pipes. (Laying by manual/ machanical means)7 PRICED INPUTS | metre | 11,119.35 |
| 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 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete1800 mm dia RCC pipes. (Laying by manual/ machanical means)7 PRICED INPUTS | metre | 22,578.75 |