PROVN OF STONE FLOORING AT A VEH MT AREA NEAR BLDG P 45 AT MED REGT AND CERTAIN OTHER SANCTIONED WORK AT FARIDKOT MIL STN

M&L for Cement concrete in posts with Type B-1, 1:2:4 (20 mm graded aggregate) complete all as specified and directed

S&F for Steel work in tubular trusses including special shaped washer & poles etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed

S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe-410 Gde E 250 Quality A Complete all as specified and directed.

S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed

S&F pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed

M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

M&L for brick work with fly ash bricks (old size bricks) straight or curved on plan exceeding 6m mean radius with old size bricks in wall built in cement mortar (1:6) complete all as specified.

M&L for cement concrete 75 mm thick type D-2, 1:4:8 (40mm graded aggregate) as in sub-floors, sub bases, floors and pavings, etc complete all as specified and directed by Engr-in-Charge

M&L for 150mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed

M&L for 75mm thick M-20 concrete (Nominal Mix) Type A-1 using 20mm graded crushed stone aggregate as in sub base complete all as specified and directed

M&L for cement concrete 100 mm thick type B-0, 1:2:4 (20mm graded aggregate) as in floors and pavings, etc complete all as specified and directed by Engr-in-Charge

M&L for hard core of broken brick of gauge n.exc 63mm deposited spread and levelled in layer n.exc 15cm thick watered and well rammed to true surfaces as s complete all as specified and directed by Engr-in-Charge

M&L for 100mm thick hardcore of gauge n.exc 63mm deposited, spread, levelled and well rammed in layers n exec 15cm thick, watered and well rammed to a true surface in sub base complete all as specified and directed

Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15 deep and getting out complete all as specified and directed.

M&L for Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed

M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of cables, pipes etc. and getting out including trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed.

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

Returning, filling in, including spreading, levelling, and well ramming in layer not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.