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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 4 | For thickness of tiles above 25 mm and up to 40 mm |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 6 | All kinds of soil. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 10 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 12 | 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 : |
| 13 | Inside size 90x80 cm and up to 80 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 7.5 |
| 14 | Dismantling of kerb stones any size up to 450mm width and 450mm height along with PCC bed including removal, breaking of concrete, stacking of serviceable material and disposal of debris within 50 meters lead, complete as per direction of Engineer-in-Charge. |
| 15 | Relaying of old kerb stones using available dismantled material, preparing the bed with cement concrete (M-10/M-15 as required), laying the kerb stones in proper line and level, jointing with cement mortar (1:4), curing, and disposal of unserviceable material within a lead of 50 metres, complete as per direction of Engineer-in-Charge. |
| 16 | Providing and laying PVC pipes (SN-8 class) of 300 mm diameter conforming to IS:15328 for sewerage/drainage lines, including jointing with existing rainwater drain, rubber ring joints, lowering, laying in proper line and level, testing of joints, and all complete as per direction of Engineer-in-Charge. |
| 17 | Providing and fixing stainless steel wire mesh of size 25 mm × 25 mm (square/diamond as approved) made out of 1.5–3 mm dia SS wire, over 300 mm dia PVC rainwater drain pipe inlet/outlet, including cutting, bending, and fixing with stainless steel screws/bolts, clamps, or suitable arrangement on PVC pipe, including providing necessary MS/SS flats (if required), drilling, fastening, and all incidental works complete as per direction of Engineer-in-Charge. |
| 18 | Providing and laying red/white sand stone work of size 300 mm × 300 mm/450mm x 450mm and 40 mm thick in footpath, laid on 20 mm thick cement mortar bed of mix 1:6 (1 cement : 6 coarse sand), including dressing of stone, cutting, jointing with cement mortar 1:4, curing, and finishing complete as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
