PROVN OF ALL WEATHER GROUND RUN POINT AT AF STN LEH

Amount

Excavation in over areas not exceeding 1.5m in depth and getting out in soft disintigrated rock, complete all as specified and directed.

Excavation in over areas not exceeding 1.5m in depth and getting out in hard/dense soil, trimming sides, leveling bottom, watering and well ramming bottom, complete all as specified and directed.

Returning, filling in trenches (soil), including spreading, leveling and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed.

Removal of surplus excavated soil to a distance not exceeding 50metre and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and directed.

Removing excavated material (rocks) a distance exceeding 250 metre but n.exc 500 metre and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and directed.

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

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, flat, rough finished, complete all as specified and directed.

Use and waste of formwork to faces of Walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc, vertical or to be batter , complete all as specified and directed.

Supply and fix in position, mild steel bars TMT, 10m dia and over, cut to length, bent to shape required, including cranking, bending for hooping of columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, as in reinforcement, complete all as specified and directed.

Material and labour, reinforced cement concrete M-30 (Design Mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, and mass concrete, complete all as specified and directed. Note : Steel reinforcement bars and use and waste of form work shall be measured and paid separately.

Material and labour, reinforced cement concrete M-30 (Design Mix) using 20mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses , complete all as specified and directed. Note : Steel reinforcement bars and use and waste of form work shall be measured and paid separately.

Material and labour, plain cement concrete 1:3:6 type C-1using 20mm graded crushed stone aggregate as in coping, benching etc including necessary formwork, complete all as specified and directed.

Rolling and consolidating formation surfaces of roads/berms in cutting, with power road roller 8 to 12 tonne capacity or any other approved compactor where rolling by road roller is not feasible, to achieve 98% PROCTER DENSITY to required level, gradient, slope, camber and super elevation including watering as necessary and filling in hollows and depressions which may occure during the process of rolling with and including approved earth, complete all as specified and directed.

Material & labour 150 mm thick (compacted thickness) granular sub base (GSB), laid in two layers each of 75mm thick, over rolled formation surfaces as per MORTH specifications, spread rolled and consolidated to required gradient and camber with 8 to 12 tonne vibratory roller complete all as specified and as directed. Note: Each layer shall be provided in seperate operation.

Material & labour 150mm thick (compacted thickness) wet mix macadam (WMM), laid in two layers each of 75mm thick, produced using mixing plant over prepared granular sub base with aggregates of grading as per MORTH specifications,including spreading with mechanical paver,rolling and consolidated to required gradient and camber with 8 to 12 tonne vibratory/ power roller complete all as specified and as directed. Note: Each layer shall be provided in seperate operation.

Material and labour, 150mm thick Dry lean concrete (DLC) cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in subbase of floor, complete all as specified and directed.

Material and labour, for 20mm thick river Sand filling for laying of polythene film complete all as specified and directed.

Material and labour for polythin film black, 150 micron laid in floors.complete all as specified and directed.

Material and labour for cement concret work in pavment/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 30 cm or less.complete all as specified and directed.

Material and labour for Finishing surface of concrete roads, pavements by brooming..complete all as specified and directed.

Material and labour for 18/20 mm thick preformed filler for expansion joint, thickness of concrete slabe 300 mm thick..complete all as specified and directed.

Material and labour for Forming contraction (Dummy) joints 65 mm deep X10 mm wide primed & filled with sealing compound grade "A"complete all as specified and directed.

Material and labour, for Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed.

Material and labour, rendering 15mm thick plaster in cement mortar (1:4), on block masonry/concrete surfaces of walls, finished even and smooth without using extra cement, complete all as specified and directed.

PADMA ENTERPRISES

M/S ZAHOOR AHMAD KHAN

singh traders