PROVN OF CONCRTINA COILED GALVANIZED CHAIN LINK FENCE AT BAKROTA AT AF STATION DALHOUSIE

Amount

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 by Engineer-in-Charge.

Excavation over area n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exc 5o m and making good surface, work in soft disintergreted rock complete all as specified and directed by Engr-in-Charge.

Returning, filling in, including back filling, spreading, levelling, watering and well ramming in layers not exc 25 cm in Hard/Dense soil, complete all as specified and directed by Engr-in-Charge.

Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge

Mild steel work conforming to Fe 290 GdeE-165 as in angle iron posts with swan neck (horn) and struts fencing including cutting tops to shape also directed drilling holes notching for wire etc necessary drilling bolting as welding / riveting including MS flate fixing to secure wire mesh etc complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete, 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engr-in-Charge.

Supply and fixing of galvanised, 2 strand, steel barbed wire 2.24mm 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 by Engineer-in-Charge. (each line wire to be measured)

Supply and fixing of 4 mm dai galvanised steel wire 150x100 mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after fitting complete all as specified and directed by Engr-in-Charge.

Supply and fixing of 16 mm dia and over round bar fixed to chain link fencing complete all as required at site or directed by Engr-in- Charge.

Preparation of New or previously un-treated steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engr-in-Charge.

M & L for 450mm dia cross type BTO - 10.15.22 concetrina coil securing or tying incl provn of MS wie stepples or steel pin etc complete all as specified and directed by Engr-in-Charge.

PCC 1:3:6 Type C-1 using 20 mm graded crushed stone aggregate as in wall or retaining wall, any thickness, size or shape including pilasters buttresses columns, pillars boundary pillars andposts (including caps and bases) complete all as spefcified and as directed by the Engineer-in-Charge.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc, verical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engneer-in-Charge

Supply and fixing of PVC (SWR) pipes single socketed, in any length of 110mm bore with rubber ring joints, laid in walls complete all as specified and directed by Engr-in-Charge.

Hand packing of broken stones or boulders (any thickness) at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed by Engr-in-Charge.

PCC 1:4:8 type D-2, 100mm thick using (40mm graded crushed stone aggregate), as in sub base complete all as specified and directed by Engr-in-Charge.

Rubber moulded Machine pressed precast conctete interlocking paver block glossy finished with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over and including 50 mm thick sand cushion complete all as specified and directed by Engr-in-Charge.

m/S Varun Gupta

Havish Construction

M/S MULTI ENGINEERS

M/S Ajay Kumar Mahajan

M/s. Rishav Sood