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| 1 | Clearing grass and removal of rubbis up to distance of 30 m out side the perphery of the area as pertechnical specification clause 2.2 |
| 2 | Earth work in cutting or in embankment kankar mixed with Morrum/Bajari B.C. Soil including lead up to 30m and lift 1.50 m etc.including 3 km to site |
| 3 | Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 4 | Providing and laying WBM grade with 45-63 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P |
| 5 | Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P |
| 6 | Brick on edge pavement on pataries with bricks laid dry joints field with lcal sand including preparation of base to proper and ets ramming including supply of all material ,labour and T&P etc complete as per s.i. no 765 |
| 7 | providing and laying prime coat bitumen emulsion (SS-1) on prepaired surface of grangular base including cleanning of road surface and primer at the rate of .085 km /sqm using mechanical means as per technical specification clause 502 (including cost of bitumen) |
| 8 | providing and layinig tack coat with bitumen emulsion using emulsion distributer at the rate of 0.25on the prepared grangular surface treated with primer &cleaned clause 503 (including cost of bitumen) |
| 9 | providing and layinig and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.6 mm aggregates either using penetration grade bitumen or to required line ,grade bitumen &level to serve as wearig course on previously prepared base including mixing in a sutaible plant,laying and rolling with a three wheel 80 -100 kn static roller capacity ,finished to required level and grdes as per technical specification clause 508(including cost of bitumen) |
| 10 | providing and laying seal coat the voids in a bitumenous surface to specification levels grade &cross fall using type B as per technical specifiction clause 510(including cost of bitumen) |
| 11 | Earth work in cutting or in embankment kankar mixed with Morrum/Bajari B.C. Soil including lead up to 30m and lift 1.50 m etc.including 3 km to site |
| 12 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), 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, width in a lead of 50 m.DSRSl.No. 2.8.1 |
| 13 | Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 ( 1 cement:4 coarse sand (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 14 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSRSl. No. 7.7.1 |
| 15 | Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement:2 coarsesand ( zone- !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSRSl. No. 4.1.3 |
| 16 | Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing DSR Sl. No. 13.33.2 |
| 17 | Providing and laying Reinforcement cement concrete pipe Np3 ( burried conducts) on first class bedding of granular material in Single row including collar with cement mortar 1:2 but excluding excavation, protection work, backing, concrete and masonary works in head walls and parapet. ( 600 mm dia ) MORD 1100 |
| 18 | S/F of sign board |
| 19 | ( Rates in BOQ are exclusive of G.S.T. Amount ) |
