GE 874/EWS-27/2022-23

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.

M&L for polythene film black colour 150 micron laid in road.

M&L M-30 design mix cement concrete using 20 mm graded crushed stone aggreate as in road pavement using mechanically vibrated and bull nosing / rounding off edges, curing, broming, belting, etc complete all as specified and directed by Engineer-in-Charge.

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 construction joints 30 mm deep x 10 mm wide, filled with sealing compound 'A' grade, complete all as specified and directed by Engr-in - charge.

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 material exc 250 m but n. exc. 500m and depositing where directed at a level not exc 1.5 mtr above the starting point.

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.

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.

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.

M/s Mushtaq Ahmad Bhat

Bidder Name

M/s Mushtaq Ahmad Bhat

M/s Pall Constructions