Renewal from BC on Nehtaur-Noorpur- Amroha-Joya road (SH-77) in Km 38, 39(100), 39(900), 40(750), 40(250), 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53(520), 54(600), 54(200), 54(200) and 55(312)

Amount

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Providing and applying Tack coat with VG-10 Bitumen over Bituminous surface at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic ar per Technical Specification Clause 503 including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with VG-30 @ 5.4 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter(20") depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M(5ft.) lifts and 30M (100ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M(100ft.) distance as directed by the Engineer-in-charge. (SI. No. 253A Ch-4) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

M/s Sharma Contractor (BID ID -5023200)

J S S Infratech (BID ID -5016168)

M/S M A DEVELOPERS AND ENGINEERS (BID ID -5018520)

m/s m.m. construction (BID ID -5023557)