CWEAFJ-12/2022-23 PROVN OF SECURITY CHAIN LINK FENCING AT PEER BHARDESHWAR UNDER GE (AF) JAMMU.

Amount

Surface dressing not exceeding 15cm deep including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 15cm girth and height not excceding 1.5 metres and removing rubbish to a distance not exceeding 50 metres, complete all as specified and directed.

Excavating over areas not exceeding 1.5m deep and getting out in hard / dense soil complete all as specified and directed.

Excavating over areas not exceeding 1.5m deep and getting out in soft disintegrated rock complete all as specified and directed.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in any type of soil, complete all as specified and directed.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming / rolling and finishing to required size, shape, etc. not exceeding 1.5 m high from base soil retreived from excavation complete all as specified and as directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.

Removing excavated materials (soil) 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.

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

Plain Cement concrete type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases)

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for rough finished surfaces of concrete, complete all as specified and as directed.

Hard core of broken stone gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surfaces, complete, all as specified and as directed.

100mm thick PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in sub base of flooring complete all as specified and as directed.

Precast cement concrete coloured glazed interlocking tiles 60mm thick, M-35 grade, conforming to IS-15658 2006, any shade, colour and pattern laid over and including 40 to 50mm thick stone dust / sand cushioning laid dry to the profile including vibrating with surface vibrator after laying of tiles including budding and filleting joints etc. complete all as specified and directed.

PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in coping complete all as specified and as directed.

Excavating in soft disintegrated rock for post holes (or similar holes) each not exceeding 0.5 cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cms watering and removing surplus soil to a distance not exceeding 50 metre and making good surface complete all as specified and as directed.

Excavating in hard rock for post holes (or similar holes) each not exceeding 0.5 cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cms watering and removing surplus soil to a distance not exceeding 50 metre and making good surface complete all as specified and as directed.

Cement concrete type B-2 1:2:4 (using 40mm graded crushed stone aggregate) as in mass concrete, complete all as specified and directed.

Mild steel angle cut to length as required for fencing posts including cutting tops to shape as directed, drilling holes, notching for wire, including all necessary drilling, bolting or riveting, necessary welding if required at site, etc including grouting in concrete, and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed.

Supply only chain link fencing of size 75mm x 75mm x 4mm thick galvanised steel wire, conforming to IS : 2721 - 2003 including line wires, straining bolts, binding wire etc., complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc., including provision of binding wire, complete all as specified and directed.

Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed the both ends, each screwed end to be fitted with washers and one hexagonal or square nut, 16 to 20mm dia but length of bolt not exceeding 5cm complete all as specified and directed.

Galvanised, 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provn of galvanised mild steel wire, staples or steel pins, etc all as specified and as directed.

Concertina Coil Fencing with punch tape concertina coil 500mm dia, stretced to 6.0 metre length having 50 Nos spiral turns per 6.0 metre length, spring core wire (2.59mm thick) of high tensile strength of 1620 N/Sqm with tape (0.52mm thick) hot dip galvanised upto 20 microns and weight of each coil coil 7.5 to 8.0 Kgs) and fixing the same on 'Y' shaped angle iron 8 horizontal R.B.T (Reinforced Barbed Tape) stud tied with GI staple stud tied with GI staple and GI clips to retain horizontal clips shall @ 5.0 Nos per 2 spiral turns approximate 125 clips per coil including necessary bolts all as specified and as directed.

Mild steel flat iron of size 40 x 5mm (or as required at site) for securing chain link fencing including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and as directed.

Reinforced Cement Concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete, complete all as specified and as directed.

TMT bars 10mm dia and over, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete, all as specified and as directed.

TMT bars 5mm dia and over upto including 10mm dia as in stirrups, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete all as specified and as directed.

Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint, over a coat of red oxide primer, complete all as specified and as directed.

Preparation of new steel surfaces of any description, not exceeding 10cm width or girth when unconnected with other painting or when painted in different tint and applying two coats of synthetic enamel paint, over a coat of red oxide primer, complete all as specified and as directed.

M/S KIRAN CONSTRUCTIONS

RAJINDRA ENGINEERS & CONTRACTORS

M/S KAPIL KUMAR KHATTAR

M/S KEWAL KRISHAN SANJEEV KUMAR VAID

mohan lal gupta sons

R R CONSTRUCTION

M/S BHATIA BUILDERS AND CONTRACTORS

Bidder Name

M/S KIRAN CONSTRUCTIONS

SUNIL KUMAR SANGEET KUMAR AND SONS

M/S KAPIL KUMAR KHATTAR

M/S BHATIA BUILDERS AND CONTRACTORS

mohan lal gupta sons

RAJINDRA ENGINEERS & CONTRACTORS

R R CONSTRUCTION

M/S KEWAL KRISHAN SANJEEV KUMAR VAID