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| 1 | Earth work inB13:B21 lift icluding rough dressing and bracking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m. in depth and as per the direction of the EIC. 5 |
| 2 | Earth work excavation in foundation in all kind of soil within 50 m Initial lead and 1.50 m Initial lift icluding rough dressing and bracking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30 m in depth and as per the direction of the EIC. 15 |
| 3 | Supplying, stacking, providing all labour, T&P, spreading, filling in foundation and plinth with sand watered and rammed as per OPWD specification including all cost of materials, labour, conveyance, royalty, Tools and Plants etc. all complete, required for the work to finished items of work. 18 |
| 4 | Supplying, stacking, providing all labour, T&P, spreading, crusher dust watered and rammed as per OPWD specification including all cost of materials, labour, conveyance, royalty, Tools and Plants etc. all complete, required for the work to finished items of work. 220 |
| 5 | Cement concrete (1:3:6) with 40 mm size crusher broken hard granite metal including all cost of materials, labour, conveyance, royalty, cess, T&P water for curing etc. all complete as per OPWD specification required for the work to finished items. 37 |
| 6 | Cement concrete work of M20 grade with 20 mm and down grade crusher broken hard granite chips including hosting and laying all cost of materials, labour, conveyance, royalty, cess, Tools and Plants water for curing etc. all complete, as per OPWD specification required for the work to finished items of work. 57 |
| 7 | Requirement of HYSD/ MS rod & labour for cutting, bending, binding, straighting and laying the grills and placing in position including cost of rod & binding weir 18 to 20 gauge, cess. 62 |
| 8 | Rigid and smooth centering and shuttering for CC/ RCC works in foundation, plinth band and footings bases of columns mass concrete pre-cast slabs etc including false work and dismentalling then after casting including cost of materials, cess complete in ground floor. 67 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grading-II Using stone screened dust specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of materials T&P etc. 238 |
| 10 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant,carriage of mixed material by tripper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with 3 wheeled steel roller 8-10 tonnes to achieve the desired density as per Clause 406 of MoSRT&H Specification for Road & Bridge works (4th Revision) including cost and conveyance of materials , roller , T&P etc. 241 |
| 11 | Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminous including cost and conveyance of materials T&P etc. 222 |
| 12 | Labour for applying primer coat including cost and conveyance of materials T&P, cost of Bitumen etc. 224 |
| 13 | Labour for applying tack coat including cost and conveyance of materials T&P, cost of Bitumen etc. 225 |
| 14 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of Grading I (40 mm nominal size) premixed with bituminous binder of 60/70 penetration grade of bitumen,transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to therequired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of materials T&P cost and conveyance of bitumen,etc complete. 242 |
| 15 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of Grading II: 10 mm (Nominal Size) premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, libratory and tandem rollers to achieve the desired compaction as per Clause 508 of M oSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of materials T&P etc. 245 |
| 16 | Transporting the excavated earth by Mechanical means within 5.00 km lead, lift including loading & unloading etc all complete. (Per 1 cum) |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is inclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes. 248 |
| 18 | Cost of disply board, Paint & Letter writing over disply board - LS 303 Please Enable Macros to View BoQ information |
