GE 874/EWS-76/2021-22

Amount

B/R Portion

Excavation over areas, n.exc 1.5 m deep and getting out in soft and loose soil.

Rolling and consolidating formation surface in cutting and rolled with power roller exc. 8 Tonne and n.exc. 12 Tonne complete to required level, gradient, slope, camber, super elevaction including filling depression and including approved earth which required during rolling process complete all as specified and as directed.

M&L Soling (or sub base) 150 mm thick with broken boulders or quarried stone interstices filled surface formed and consoldiated to gradient and camber required with 8 to 10 tonne power roller complete all as specified and as directed.

M&L 15cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), Limestone sand stone, Flint or spread, rolled and consolidated to gradient and camber required.

100mm thick Plain cement concrete type D2, 1:4:8 (40mm graded aggregate) as in sub base of floor, paving and hard standing complete all as specified and directed.

M & L for 150mm thick cement concrete M-30 (design mix) using 20 mm graded crushed stone aggregate as in Hard standing/Pavement, laid in alternate panels complete all as specified and directed.

Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 10cm but not exceeding 20cm wide complete all as specified and as directed.

Forming 12mm thick Expansion joints for 150mm thick concrete filled with pre - formed bituminious filler and top 30mm primed and sealed with sealing compound, Grade A (thicknes of concrete slab 150mm) complete all as specified.

Forming construction (Dummy ) joints 65 mm deep x 10 mm wide, filled with sealing compound 'A' grade, complete all as specified and directed by Engr-in - charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil for roads upto required slope gradient, camber etc complete all as directed.

M&L moorum /red bajri filling at side of road berm or pavings, laid in layers n.exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

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

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard dense soil complete all as specified and directed.

M&L Plain cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.

M&L Walling of random rubble stone masonary brought up to course well , bedded and solidly hearted build in Cement Mortar (1:4) and pointing flush the surface in contract with earth in the same mortar as the work proceeds, including providing necessary weep holes at 2 metre centre to centre stagged as specified and directed at site.

TMT (Thermo Mechanically Tereated) steel bar, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified.

M&L reinforced cement concrete 1:2:4, Type B-1 using 20mm graded crushed stone aggregate as in slab Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like.

Plain cement concrete (1:2:4), type B-1 (using 20 mm graded crushed stone aggregate) as in benching, bed plates coping and the like including necessary formwork and fiishing all exposed surface of concrete, complete all as specified and directed.

M&L for PCC 1:2:4 type B 2, using 40 mm graded stone aggregate as surface channels and drains incl fair finishing.

M&L form work to soffit of suspended slab, flat surface finihsed the surface rough complete all as specified and directed.

15 mm thick cement plaster in cement moartar 1:4 on stone masonary or surface other than fair face of brick work or concrete surfaces and finished surface even and smooth without using extra cement.

Returning filling in, with approved excavated soil including spreading levelling watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.

M&L 300 mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed.

M/s GHULAM HASSAN MALIK

M/S ASMATULLAH SHAH

patriotic builders

MOHAMMAD HAMZA SOFI AND SONS

M/S MUNEER AHMAD WANI CONSTRUCTIONS

AHMED CONSTRUCTIONS AND INFRA PVT LTD

Bidder Name

patriotic builders

M/S ASMATULLAH SHAH

MOHAMMAD HAMZA SOFI AND SONS

M/s GHULAM HASSAN MALIK

M/S MANZOOR AHMAD YATOO

AHMED CONSTRUCTIONS AND INFRA PVT LTD

M/S MUNEER AHMAD WANI CONSTRUCTIONS