PROVN OF APPROACH ROAD IN NAGROTA MIL STN UNDER GE (P) NAGROTA

Amount

Excavating over area not exceeding 1.5m deep in any type of soil and getting out, complete all as specified and directed.

Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m, above the starting point complete all as specified and directed.

Rolling and consolidating of formation surfaces in cutting with power roller 8 to 12 tonne capacity complete all as specified and directed by Engineer- in- Charge

M&L for soling (or sub Base) 150mm thickness, with broken boulders or quarried stones, interstices filled, surface formed and rolled and consolidated to required gradient and camber using power roller of 8 to 12 tonne capacity complete all as specified and directed by Engineer- in- Charge

M&L for 150mm thick (compacted thickness) WBM in two layers @75mm thick each layer with limestone, sandstone, flint or quartzite coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 30mm size), spread, rolled and consolidated to gradient and camber using power roller of 8 to 12 tonne capacity complete all as specified and directed by Engineer- in- Charge

Preparation of WBM surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with power compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @10 Kg/10Sqm of road surface complete all as specified and directed.

Material and labour for premix bituminous macadam (consolidated thickness 40 mm ) using mechanical paver with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8 to 12 tonne power roller and vibratatory roller to required gradient and camber complete all as specified and directed.

M&L applying evenly a primer/ tack coat of paving bitumen with bituminous primer of VG-10 @ 5 kg per 10 sqm on premix bituminous surface of road complete all as specified and directed.

Material and labour for laying bituminous premix semi dense asphaltic concrete using mechanical paver with 5.5 % of binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 40 mm (Consolidated thickness) including rolling with 8 to 12 tonne power road roller and vibratatory roller to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick edge lines, centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

S&F cat eyes solar reflective type of metal body alloy of size 100mm x100mm x 20mm with PAMA striplens reflector of model No DA 972 fixed with and including MS stud of suitable size as per manufacturers instructions. Make :- Dark Eye/ Sinor/ Greenlite

Material and labour for continuous brick edging, with width equal to the width of the brick, laid dry, on end vertically with burnt bricks of sub class B (old size) complete all as specified and directed.

Tarmac Road and Roof Builders Srinagar (BID ID -3163295)

J.R.G CONSTRUCTIONS (BID ID -3169659)

M/s Khajuria Construction Co. (BID ID -3163407)

SAINT SOLDIER ENGINEERS AND CONTRACTORS PVT. LTD. (BID ID -3163283)