Provn of Temporary gun shed, 02 x septic tank near Bldg No. P-26 and P-05, Security fencing of Bldg No. P-13 and Special repairs to interlocking road berms and road furniture at Faridkot Mil Stn

Amount

Excavation in post holes (or similar holes) each n exc 0.5 cum, in soft/ loose soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed by Engineer-in-Charge.

S&F mild steel work as in posts and struts in fencing, fixed independently, without connecting plates etc conforming to Fe-290 Gde E-165 quality including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets including all necessary drilling, bolting etc and similar work complete all as specified and directed by Engineer in Charge.

M&L for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in post holes/foundation/mass concrete finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new steel surfaces of any description, not otherwise described over 10cmwidth or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-In-Charge.

Supply only mild steel galvanized chain link fencing of any size or type complete all as specified and directed by Engineer in Charge. Note: The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly. BOO duly countersigned by GE shall be enclosed with final bill.

Fixing only chain link fencing including line wires(steel wire), any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire compete all as specified and directed by Engineer in Charge. Note : Supply of chain link and line wire shall be measured and paid seperately.

S & F flat iron strip for supporting chain link fencing complete all as specified & directed by Engineer in Charge.

S&F mild steel work 10mm dia and over round bars as in fencing cut to length, bent to shape etc conforming to Fe-290 (Gde E-165) or complete all as specified and directed by Engineer in Charge.

Supply and fixing 5-10mm diameter of shank mild steel screw bolts (machine made) with hexagona or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut n. exc. 5cm long complete all as specified and directed by Engineer in Charge.

Supply and fixing 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 provision of galvanised mild steel wire,staples or steel pins etc. complete all as specified and directed.complete all as specified and directed by Engineer in Charge.

M&L preparation of wood and wood based material, steel and iron work of any description not otherwise described for, and treated with tar or coal tar or black bitumenous paint complete all as specified and directed by Engineer in Charge.

Excavation over areas not exc 1.5 mtr in deep and getting out in soft/loose soil complete all as specified and directed by Engineer in Charge.

M&L for broken brick hard core of gauge not exceeding 63mm deposited, spread and leveled in layers not exc 15cm thick, watered and rolled/rammed to a true surfaces complete all as specified and directed by Engineer-in-Charge

M & L for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, sub base & mass concrete complete all as specified and directed by Engr-In-Charge.

M & L plain cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in floors 75mm thick finished even and and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with fly ash bricks of old size straight or curved on plan exceeding 6m mean radius with old size bricks in wall built in cement mortar (1:4) complete all as specified and directed by Engr-In-Charge.

M&L 15 mm thick cement plaster in cement mortar 1:3 with water proofing compound @ 3% by weight of cement or as per manufacturers instructions whichever is higher to brick or concrete surface trowelled to even and smooth finish without using extra cement complete all as specified and directed by Engineer in Charge. Note : WPC shall be measured and paid separately.

Supply only integral water proofing compound complete all as specified and directed by Engineer in Charge.

M&L for reinforced cement concrete type A-1, 1:1.5:3 using 20 mm graded crushed stone aggregate as in slab supported on walls, beams and columns in floor, roof, landings, deck slab and in shelves complete all as specified and directed by Engineer in Charge.

M&L for TMT bars 8mm dia, cut to length bent to shape as required, including cranking, bending and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engr-In-Charge.

MS work in band, straps, clamps, hold fast and similar small articles complete all as specified and directed by Engr-In-Charge.

M&L form work to face pf wall, retaining wall, abutments, parapets and stair case railing and similar works including attached pillasters, buttresses etc vertical or to batter complete all as specified and directed by Engr-In-Charge.

Use and waste of form work to edges of concrfete slabs, exc 10 cm but not exc 20 cm thick complete all as specified and directed by Engr-In-Charge.

Returning, filling in including spreading leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed by Engineer in Charge.

Removal of excavated surplus soil to a distance exc 250m but not exceeding 500m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge .

Removal of excavated surplus soil to a distance not exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge .

Excavation in trenches not exc. 1.5 meter wide and not exc. 1.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 40mm graded stone aggregate including packing under haunching against the sides of pipe after laid & tested for 150mm bore of pipes complete all as specified and direced by Engineer in Charge.

S&F Reinforced concrete pipes class NP-2 laid, jointed and tested complete with collar of size 150mm (internal dia) all as specified and directed by Engineer in Charge.

M&L RCC 1:2:4 type B1 (using 20mm graded agregate) as in man hole cover slab including all necessary form work and placing where directed (except set in cement mortar) complete all as specified and directed by Engineer-in-Charge.

Cutting into existing manholes for connecting new drains, making good to pipe and ren-dering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming bench-ing as required (Internal Dia of pipe in 150mm) complete all as specified and directed by Engr-In-Charge.

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

S & F Mild Steel work in tubular SHS/RHS trusses and tubular posts including special shaped washers etc, complete using butt welded RHS/SHS conforming to IS 4293:1997 with one shop coat of zinc chromate primer paint complete all as specified and directed by Engr-In-Charge.

S & F RHS/SHS as in roof purlins and fastening and bracket framing beam conforming to IS 4293:1997 complete all as specified and directed by Engr-In-Charge.

S & F Rolled mild steel plates (plain or chequered) channels, square cut or notched, forming holes, with riveted, bolted or welded attachement conforming to Fe-290 Gd (E-165) complete all as specified and directed by Engineer-in-Charge.

S&F Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet (ISI marked) 0.5 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall fixed with self tapping screws complete all as specified and directed by Engineer in Charge.

S&F 0.56mm thick plain aluminium sheeting Alloy 31000 H4 in ridges, hip valley gutters drip and straight flashing complete all as specified and directed by Engr-in-charge.

Material and labour for preparation of new steel (already primed) surfaces of any description, not otherwise described over 10cmwidth or girth and applying two coats of synthetic enamel paint complete all as specified and directed by Engr-In-Charge.

S&F mild steel work as in wind tie for roof covering including securing bolts, cutting tops to shape as directed, drilling holes, notching for wire etc; flat iron fillets including all necessary drilling, bolting or reveting etc and similar work conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge

M&L form work to 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 for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge.

M/s Balvinder Singh Engineer and Contractors

MS JAIN PAINT AND HARDWARE STORE

AP BUILDERS

NEW AMRITSAR CONSTRUCTION COMPANY