M/T Rajkuhal to Abhipur Gharthan road km 0/0 to 1/330 (SH P/L Gr-II, Gr-III, tarring in km 0/800 to 1/330) MNP IInd call

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in static to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405By machnical Means

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in static to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405By machnical Means

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

P/L a priming/ tack coat with bituminous VG-10 @ 0.35 kg/ sqm on bituminous/priming surface, the surface shall be swept clean with the mechanical broom and high pressure air jet or by other means as directed by the Engineer-in-Charge as per IRC 16- 2008 clause 4.3.4, 4.3.4.4.3.4.2 and 4.3.5

Providing and applying rolling of open-graded premix carpet of 20 mm composed emulsion to of required 13.2 mm line, to 5.6 grade mmand aggregates level to serve either using as wearing penetration course grade on abitumen prepared base, including mixing a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level, grade and cross fall using type A, type B and type C as per technical specification clause 510

Earthwork in excavation for structure 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 sides and bottom and backfilling in trenches with excavated suitable material.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803, 1202, and 1203 R.C.C. nominal mix 1:4:8(40 mm aggregates).

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing concrete for plain/reinforced concrete in open foundations complete asper drawings 25 1:1/1/2:3and technical specifications Clause 802, 803, 1202 & 1203 P.C.C / R.C.C. grade M-25 (1:1.5:3)

Sh. Bhupinder Singh Badi S/o Sh. Kishan Singh