CWEAFJ-15/2022-23 PROVN OF SECURITY CHAIN LINK FENCING AT DHARATI UNDER GE (AF) JAMMU

Amount

Surface Excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / disintegrated rock, 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 over areas exceeding 1.5m deep but not exceeding 3.0 metres 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 soft / disintegrated rock 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 exceeding 50m but not exceeding 100m 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.

RCC M-25, design mix, using 20mm graded crushed 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 as directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases), 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 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.

Formwork to sides of concrete foundation, footings, bases of columns, rafts and raft beams and similar work; vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, columns (square, circular rectangular on plan or polygonal etc. for rough finished surfaces of concrete, complete all as specified and as directed.

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.

PVC (SWR) pipe 110mm bore single socketed in any length as in weep holes 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 20 to 30mm 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-0 (using 12.50mm graded crushed stone aggregate) as in coping complete all as specified and as directed.

Excavating in hard / dense soil 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 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 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.

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 450mm dia, stretched 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.

Rolled Mild framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc, complete, drilled for fixing of sheeting or other covering. Doors, etc, to be prepared for hanging or sliding with and includiing either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other convering, running rails and guides) and hanging, also fastening and fixing complete all as specified.

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

M/S BHATIA BUILDERS AND CONTRACTORS

M/S KAPIL KUMAR KHATTAR

M/s V6 Infrastructures Pvt. Ltd.

mohan lal gupta sons

R R CONSTRUCTION

Bidder Name

M/S KIRAN CONSTRUCTIONS

M/S KAPIL KUMAR KHATTAR

M/S BHATIA BUILDERS AND CONTRACTORS

mohan lal gupta sons

M/s V6 Infrastructures Pvt. Ltd.

R R CONSTRUCTION

M/S KEWAL KRISHAN SANJEEV KUMAR VAID