Gram sabha mavaiya basti se surendracsingh ke machine tak sadak nirman karya CC road

Work

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per tec

E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material

Providing concrete for plain/reinforced concrete in open foundations (1:3:6) complete as per drawings and technical specifications Clause 802,803,1202 & 1203 (PCC M-10)

Providing concrete for plain/reinforced concrete in open foundations (1:2:4) complete as per drawings and technical specifications Clause 802,803,1202 & 1203 (M-20)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

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 den

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

Construction of un-reinforce and expansion joint construction joints only p.c.c pavement thickness as per design over a perpared sub-base with 43 grade cement or any other type as clause 1501.2.2 M-30 grade coarse and fine aggregate confirming to is 383 maximum size of coarse aggrigate not exeding 25mm mix in a concerte mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork and fixing of 125 micron polythene film i/c the levelling the formwork as per drawing spreading the concrete with shovel, rakes, compacting using needle, screedand plate vibraters and finished in continious operation i/c provision of contraction and expansion joints applying primer and curing compound 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 upto 1000 m as per Technical Specification Clause 303.1.