SPECIAL REPAIR OF ROAD (APPROX 250 x 5.50 MTR) IN FRONT OF BNK-08 SHED No. 51 BACK SIDE OF SHED No. 47 AT 15 FAD JINDRAH UNDER GE (ARMY) DHAR ROAD UDHAMPUR

Amount

Material and Labour for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm, exc 50 mm and not exc 100 mm deep, including removing the material to a distance not exceeding 50 mtr and stacking complete all as specified and directed

Material and Labour for 150 mm thick (in two layers of 75 mm thick each) (compacted thickness) WBM with coarse aggregates (granite, trap or basalt) bottom layer of grading 2 (63 to 40 mm size) or of grading 3(50 to 20mm size), spread rolled and consolidated to gradient and camber required including forming clay paddle bunds (retaining fillets) on both edges of spread aggregates and rolled with 8 to 12 tonne power roller required complete all as specified and directed.

Material and Labour for preparing of unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or with mechincal air compressor to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-10) @ 10Kg per 10 Sqm complete all as specified and as directed.

Material and Labour for laying premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) using binder content of paving bitumen (VG-30) by 4 % weight of total mix, for repair to road edge, depression, speed breaker, pot holes with 8 to 12 tonne power roller complete all as specified and directed.

Material and Labour for applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-30) @ 10 Kg per 10 Sqm on black top surface of bituminous macadam complete all as specified and as directed.

Material and Labour for Bituminious premix semi-dense asphaltic concrete 40 mm (consolidated thickness) with paver with 5.5 % binder content by weight of total mix (Paving bitumen VG-30) laid with mechanically paver and material transported in tipped (covered) rolled with vibrating roller and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floor, paving not exe. 15cm thickness (below or above ground level) complete all as specified and directed.

Providing and laying at or near ground level factory made Kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement motor 1:3 including making joints with or without grooves (thickness of joints except at sharp curves shall not be more than 5mm), including making drainage opening wherever required complete all as specified and directed.

Surface dressing not exceeding 15cm deep in any type of soil for berms etc complete all as specified and directed.

Material and Labour for Moorum red bajri filling in pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed to form uniform and consolidated surfaces with and including watering complete all as specified and directed.

Material and labour for cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Material and labour for cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified and directed.

s s construction

Sarbat Construction Co