GHORAL ROAD SE BISAHI TAK CC ROAD KA NIRMA

cleaning of jungle including uprooting rank vegetation grass,bushes,wood trees and samplingsof grith up to 30 cm measured at a height of 1.0 mabove G L and removal of rubbish upto a distanceof 50 m out side the periphary of area cleared as per Technical Specification clause 201

Excavation for Roadway in ordi,nary rock ushing hydraulic excavator 0.9 cum bucket capacity i/c cutting and loading in tippers transporting to embankment site with lift up to1.5 of embankment m and lead upto a distance of 1000 m ,trimming bottom and side slopes in accordance with requirments of lines,grades and cross sections with lift up to1.5 m as per Technical Specification clause 302.3.5(iii)

Construction of Embankment with Material Obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to slope and compacting to meet requirement of Tables 300.0 and 300.2 with a lead upto 5000 m as per Techinacal Specification Clause 301.5

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 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

Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501

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 up to 1000m 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)