Construction of link road from Laa Devi Temple to Giri Basti Rajban Km. 0/0 to 1/450. (SH- Providing and laying wet mix mettaling and tarring in Km. 0/850 to 1/450) Under MNP.

Amount

Construction of granular sub-base by providing close graded material conforming to specificastions, mixing in a mechanical mix plant at OMC, carriage of mixed materials by tippers to work site for all leads and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge with aerial conforming to Grade-II (size range 53mm(fifty three milimetre), including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: on W.B.M. @ 0.75 kg /sq.m.(at the rate of zero point seven five kilograms per square metre), including all leads, llifts and carriage of materials, as per the entire satisfacation of Engineer-in-charge.

Providing and applying tack coat using bitumen emulsion conforming to IS : 8887, using emulsion prerssure distributer including preparing the surace & cleaning with mecchanical broom with rapid setting bitumen emulsion on W.B.M./ W.M.M. @ 0.4kg./sq.m.(at the rate zero point four kilograms per square metre, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

2cm.(two centimetre) thick premix carpet surfacing with 1.8 cu.m.(one point eight cubic metre) and 0.90 cu.m.(zero point nine zero cubic metre) of stone chipping of 13.2mm.(thirteen point two milimetres) size and 11.2mm(eleven point two milimetres) size respectively per 100 sq.m.(hundred square metre) and 52 kg.(fifty two kilograms) and 56kg.(fifty six kilograms)of hot bitumen per um of stone chippings of 13.2 mm.and 11.2mm size(thirteen point two milimetresand eleven point two milimetres)size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 (six to nine) tonne capacity etc., complete (tack coat to be paid for separately) with paving asphalt grade VG-30 with no solvent, including all leads, lifts and carriage of materils, as per the entire satisfaction of Engineer-in-charge.

Providing and laying coat of premixed fine aggregate (passing 2.36mm.(two point thirty six milimetres) and retained on 180(one hundred eighty ) micron sieve) with bitumen using 128 kg.(one hundred twenty eight kilograms) of bitumen of grade VG-10 bitumen per cubic re of fine aggregate and 0.60 cu.m.(zero point six zero cubic metre) of fine aggregate pr 100 sq.m.(hundred square metre) of road surfaace, including rolling and finishing with road roller all complete, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

mehboob hassanb

JAVED KHAN