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| 1 | E/W in cutting or embankment in kankar miksed with mooram /bajri/chharri /B-Csoil including lead up to 30 m.&lift up to 1.5 m. etc in patari boath side of road |
| 2 | 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. |
| 3 | 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 |
| 4 | 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 |
| 5 | 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 763 |
| 6 | 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) |
| 7 | 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) |
| 8 | 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) |
| 9 | 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) |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 11 | Supply & Fixing of sign boards etci/c lettering and painting etc |
| 12 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side |
| 13 | Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 14 | Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9 |
| 15 | Stone masonry work in 1:4 cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 16 | Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet |
| 17 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 Please Enable Macros to View BoQ information |
