PROVN OF CHAIN LINK FENCING OVERHEAD SHELTER MOVABLE PARTITION AND CERTAIN REVENUE WORKS AT AKHNOOR UNDER GE NORTH AKHNOOR

Amount

Excavation in post holes (or similar holes) in any type of soil, each not exc 0.50 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus spoil to distance not exceeding 50 mtr and making good surface complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth and getting out in for any type of soil, all as specified and as directed by Engineer-in-Charge.

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

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, all as specified and as directed by Engineer-in-Charge.

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

Mild steel work conforming to Fe 290 Gde E-165 as in posts and struts etc in fencing including cutting tops to shape as directed, drilling holes, notching for wire, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed by Engineer-in-Charge.

Mild steel screw bolt(machine made) with hexagonal or square heads at one end screwed the other or screwed both ends each screwed end to be fittedwith washers and one hexagonal or square nut exc 5 cm and n exc 10 cm long (11 to 15 mm dia.) complete all as specified and as directed by Engineer-in-Charge.

Mild steel 10mm dia bars as in posts and struts in fencing including cutting top to shape as direct, drilling holes, notiching for wire etc incl welding, (for securing wire mash etc) incl all necessary drilling bolting or reveting,etc and similar work conforming to Fe290 complete all as specified.

Galvanized wire chain link fencing of oblong wire mesh size 100x100mm with weight not exc 4 Kg/Sqm all as directed (Note - Dia of main bar 4mm and cross bar 4mm)

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts etc including provission of binding wire and fixing with MS angle iron fencing posts complete all as directed.

Galvanised 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to mild steel fencing posts, any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel nibs, pins complete all as specified and as directed. Note : Each line of barbed wire to be measured seperately.

M&L for Cement concrete M-10 (Nominal Mix) (using 40 mm graded crushed stone aggregates) as in foundation filling and mass concrete complete, all as specified and directed by Engineer-in-Charge.

Reinforced cement concrete M-25 (Nominal Mix) (using 20 mm graded aggregate) as in plinth band foundation including rafts, footing foundation beams plinth beams, bases for columns etc basement slabs under reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge.

Reinforced cement concrete M-25 (Nominal Mix) (using 20 mm graded aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-Charge.

Formwork to rough finished surface of finished concrete 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, including rough finished surafaces of concrete complete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc all as specified & directed.

TMT reinforcement 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 or securing with clips complete all as specified and as directed by Engineer -in-Charge.

Ditto all as per Srl Item No 17 here-in-above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders

Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete5 all as specified and directed.

25mm bore tubes, 'medium grade', galvanised, with all fitting; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to and ceiling with clips, wall hooks, wooden plugs or laid in floors including screwing and waste and for forged bends on piping as required, complete all as specified.

20mm bore tubes, 'medium grade', galvanised, with all fitting; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to and ceiling with clips, wall hooks, wooden plugs or laid in floors including screwing and waste and for forged bends on piping as required, complete all as specified.

Rendering 10 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth (without using extra cement) complete all as specified and as directed by Engineer-in-Charge.

Preparing new surfaces, plastered or unplastered walls and applying two coats of cement base paints complete all as specified and directed by Engineer-in-Charge.

Preparation of new steel surfaces of any description over 10 cm in width or girth not otherwise described and apply two coats of Synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

Brick work with Sub Class ‘B’ burnt bricks straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete, all as specified and directed.

Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth (without using extra cement) including two coats of cement base paints over a coat of white wash complete all as specified and directed.

M&L for hardcore of broken brick of gauge n.exc 63mm in plinth protection deposited, spread and levelled in layers n. exc 15 CM thick watered and rolled/rammed to a true surface complete all as specified and directed.

M&L for hardcore of broken brick of gauge exc 63mm but n exc 100mm deposited spread and levelled in layers n. exc 15 CM thick watered and rolled/rammed to a true surface complete all as specified and directed.

Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

M&L for 100mm thick cement concrete type B-2, 1:2:4 (using 20mm graded crushed stone aggregate) as in flooring complete all as specified and directed by Engineer-in-Charge.

M&L for Non skid ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exc 0.06 Sqm but not exc 0.11 Sqm, coloured as in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match including 15mm thick screed bed in cement and sand mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for Glazed ceramic tile 300 x 200 x 06 to 07mm thick (coloured) conforming to IS:13712 of 1993 on vertical surfaces such as dados etc set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles over and including 10 mm thick screed bed in cement and sand mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

50mm thick PCC 1:3:6, nominal mix, type C1, using 20mm graded crushed stone aggregate as in plinth protection, laid in bays not exc 2 Sqm each, surface finished even and fair without using extra cement including filling of 6mm thick joints with bitumen mastic filling comprising of one part of heated bitumen 85/25 or 80/100 grade and three part of sand by weight, complete all as specified & directed.

PCC 1:2:4, nominal mix, type B-0, using 12.5mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified & directed.

S&F 1.25mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. complete all as specified & directed.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil as directed by Engineer-in-Charge.

75mm thick PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in sub-base of floors, path/hardstandings etc finished even & rough to receive topping layer complete all as specified and directed by Engineer-in-Charge.

Chequered cement concrete prelaminated coloured tiles of size 30cm x30cm x 25mm thick factory made set jointed and pointed in neat cement slurry as in floors with grey cement and pigments laid over and including 20mm thick screed bed in CM 1:4 finished even and fair to receive tiles complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4, type B-0, (using 20mm graded crushed stone aggregate) as bed block, Plinth courses, apex stone etc complete all as specified and directed by Engr-in-charge.

S&F structural steel work roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to Fe-410-W (Gde-E-250) quality B complete all as specified and directed.

S&F Pre-painted galvalume 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 & directed.

S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in as in ridges, hips, valley gutters, drip and straight flashings, fixed with self tapping screws, complete all as specified & directed.

Mild steel framed work as in grills, gratings, etc. with ends of bars shouldered and or reveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-410-0 or Fe-310-0 grade-E-165, complete all as specified & directed.

S&F Welded steel wire fabric weight n.exc 4Kg/Sqm to wood or steel members complete all as specified and directed by Engineer-in-Charge.

Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade or the slab including rubbing and polishing complete including 20mm thick screed bed in CM 1:6 for laying Kota Stone complete all as specified and directed by Engineer-in-Charge.

Rendering 10 mm thick in cement and sand mortar 1:6 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth (without using extra cement) complete all as specified and as directed.

Rendering 15mm thick in cement mortar 1:4 finished fair and even (without using extra cement) complete all as specified and directed.

Preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed.

M/s Shivam Construction Co

M/S KARAN SINGH CONTRACTOR

M/S Mahajan Construction Co.

ASIA ENTERPRISES

M/S Rajesh Kumar Contractor