PROVN OF INTERLOCKING TILES GRANITE STONE AND CHAIN LINK FENCING IN FRONT OF BLDG NO P 400 AND PROVN OF JAFFERY WALL AND PAVING TILES IN FRONT OF BLDG NO P 383 UNDER GE (W) MATHURA

Amount

Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.

S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.

M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for post & struts & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge.

Supply only mild steel galvanized chain link fencing of any mesh, size and type complete all as specified and directed by Engineer-in-charge. Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.

Fixing only mild steel galvanized chain link fencing 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 by Engineer-in-charge. Note :- Supply only chain link fencing shall be measured and paid for separately under respective item of BOQ.

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

S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.

S&F galvanized 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 crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.

M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for Machine pressed precast conctete interlocking paver block with grey cement & pigment any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed.

M&L for 18-20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like including 20mm screed bedding in cement mortar (1:4) and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed.

M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar (1:6) and finished surface fair and even complete all as specified and as directed.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished fair and even complete all as specified and directed.

M&L for preparation of new plastered and unplastered surfaces of wall and applying two coats of exterior Acrylic emulsion paint over and including one coat of primer as per manufacturer instruction complete all as specified & directed by Engineer-in-Charge.

M&L for 35mm thick (measured solid) precast cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) louvers and jallies, including all mouldings but excluding frame, set in CM (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for vitrified paving tiles (any colour) of size 30cm x 30cm x 10mm thick, with gray cement & pigment set, jointed and pointed in neat cement slurry in floors laid over and including 15mm screed bedding in cement mortar (1:4) complete all as specified and directed.

Shakashi Construction Co.

brajcon

VANI CONSTRUCTION

M/s Hoti Lal Contractor

Ms Kamal Kant Agarwal

SHYAMA CONSTRUCTION