V.K. Ghorawal ke Gram Dabha me Masoi se lasadi sampark marge ka nirman

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.

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

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

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)

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)

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)

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)

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 300.0 with lead upto 1000 m as per Technical Specification Clause 303.1

Earthwork in excavation ordinary soil for structures as per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain Cement Concrete (PCC) M-10 (1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802

Stone Masonary work in cement mortor ( 1:4 ) in foundation complete asper drawing and techanical specification clause 702,704,1202 and 1203 (2nd sort)

Providing PCC M-20 (1:2:4) archtectural coping on the top of wing / return wall . Etc. complete asper drawing and techanical spec.clause 615,710 and 1204.3.11

Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and specification clauses 613.3,1204

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

S/F of sign board

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