PROVN OF SECURITY WALL AT DUNDAHERA MILITARY STATION GURGAON UNDER GE(SOUTH) DELHI CANTT-10

Amount

Item No 1 Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc. not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in any type of soil including removal of trunks left out of tree cutting/busesh etc complete all as specified and directed.

Item No 2 M&L for plain cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

Item No 3 Returning, filling in, including spreading, levelling, watering and well ramming excavated soil in layers not exceeding 25cm thick each in any type of soil complete all as specified and directed.

Item No 4 Removing excavated material (spoil) in any type of soil n. exc 50m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed

Item No 5 M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under reamed piles and mass concrete complete all as specified and directed.

Item No 6 M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed.

Item No 7 M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies canopies, deck slabs and in shelves and the like complete all as specified and directed.

Item No 8 M&L 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, for rough finished surface of concrete complete all as specified and directed.

Item No 9 M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions of square, rectangular or polygonal shape for fair finished surface of concrete complete all as specified and directed.

Item No 10 M&L Formwork to sides and soffits of floor or roof beams, beam haunchings, griders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for fair finished surface of concrete complete all as specified and directed

Item No 11 M&L Brick work with fly ash bricks, strainght or curved on plan not exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed.

Item No 12 M&L rendering 15mm thick in CM 1:4 on fair faces of brickwork or concrete surface, finished even and smooth without using extra cement complete all as specified and directed.

Item No 13 M&L for preparation of newly plastered surface and applying two coats of cement base paint over a coat of primer with alkali resistant priming paint complete all as specified and directed.

Item No 14 M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

Item No 15 All as per Item No 14 here in before but 5mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed.

Item No 16 S&F MS work as in Y shape angle as in post and struts in fencing including cutting tops to shape as directed, drilling holes notching for wire etc in mild steel confirming to Fe 290 Gde E-165 complete all as specified and directed.

Item No 17 M&L for preparation on new steel suface and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

Item No 18 S&F galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed.

Item No 19 S&F Punched Tape Concertina Coil (PTCC) 610 mm dia having 50 turns and approx weight 8.75 KG +5% and stretches to cover a distance of 5-7 meter over Y shape MS section including necessary binding complete all as specified and directed. (Note : Material should conform to IS 4454 Part I and test certificate is required alongwith supply of material)

Item No 20 M&L for hardcore of broken stone gauge n exc 63 mm deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.

Item No 21 M&L for 100 mm thick cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in sub-base and pavings complete all as specified and directed.

Item No 22 M&L 100 mm thick cement concrete (1:2:4) type B2 using 40 mm graded stone aggregate as in floor finishes and paving laid in bay with making impression of expanded metal when concrete is green complete all as specified and directed

Item No 23 M&L 110 mm bore UPVC pipes single socketed in any length with rubber ring joints laaid in trenches or in floors complete all as specified and directed

Item No 24 M&L for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade 'A' (thickness of concrete slab 100 mm) complete all as specified and directed.

Item No 25 Surface dressing n exc 15cm deep in soft/loose soil complete all as specified and directed.

Item No 26 Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.

Item No 27 Dismantling barbed wire with any numbers of strands and thickness attached to RCC posts, complete all as specified and directed.

Item No 28 Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc 50 m and clearing the site complete all as specified and directed.

Leo Network power systems

RAGHUSONS INFRA ENGINEERING PVT. LTD

M/s Punnsons India

V r traders

M/S ANIL KUMAR

M/S Sunil Steel Works

Bhasin Construction Co

L G BUILDERS

AMIT ASSOCIATES

imran construction company