PROVN OF HARD STANDING AND SHED ALONGWITH ASSOCIATED WORKS FOR SWM AND PROVN OF 03 TEST BAY WITH COVER FOR HYDRAULIC TESTING OF FIRE EXTINGUISHERS AT AF STN FARIDABAD

Amount

Excavation in post holes each 0.50 cum getting out , returning filling in layers not exceeding 25cm including watering and ramming and removing surplus earth to a distance not exceeding 50 metre as in Hard/dense soil complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for moorum /red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread , levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge.

M&L Hardcore of broken stone of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L for 100mm thick PCC 1:4:8 type D2 (using graded stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.

M&L 40mm thick, Cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in floor topping, surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

S&F 38mmx3mm glass dividing strips as in floors complete all as specified and directed by Engineer-in-Charge.

M&L 75mm thick, Cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate, surfaces finished even and smooth without using extra cement as in plinth protection including provision of construction joints complete all as directed by Engr-in-Charge

S & F Mild steel work in vertical posts and framed brackets of angles or tees with web and flanges cut to shape, drilled and counter sunk for screw, including bending and welding angles as necessary, gusset plates, riveting, etc n exc 10 kg each brackets and similar work including bending and welding angles conforming to Fe-410-O or Fe 310-O complete all as specified and directed by Engineer-in-Charge.

S&F Roof trusses (Framed), trussed, purlins, crane gantries, rails and fastenings and heavy brackets framing (Beam, tee, angle, channel or flat sections),including distance pieces, cleats etc conforming to Fe 410-W Gde E-250 quality A including fabrication, erraction and fixing complete all as specified and directed by Engineer-in-Charge.

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 directed by Engineer-in-Charge.

S&F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

S&F Pre-painted galvatume aluminium zince coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

S & F in repairs Galvanized, 2 strand, steel barbed wire 2.24 mm dia., barbed with 2 mm dia., barbs at 75 mm 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. as directed (each line wire to be measured)

M&L for sand cushioning under floors as in foundations including watering and consolidation, complete all as specified and directed by Engineer-in-Charge.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to SI 15658-2006 of 60 mm thickness M-35 Grade, over 25 mm thick leveled sand cusining etc complete all as specified and directed by Engineer-in-Charge.. (Sand shall be measured and paid seperetly )

M&L RCC ( 1:2:4) type B-1 using 20mm graded stone aggregate in columns, pillars, posts & struts complete (reinforcement to be measured separately) complete all as specified and directed by Engineer-in-Charge.

M&L form work to sides of square or rectangular columns, pillars, posts and struts for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

S&F MS posts and struts in fencing incl cutting tops to shape as directed drilling holes, nothching for wire etc.flat iron fillets (for securing wire mesh etc ) including all necessary drilling, bolting etc coforming to Fe-290 GdeE-165 complete all as specified and directed by Engineer-in-Charge.

S&F Framed work of rolled mild steel conforming to Fe-290 (GdeE165) as in doors or gates of angle or other section with gusset plates, rails, braces, etc, drilled for fixing of steel sheeting or other covering; doors etc to be prepared for hanging or sliding with and including either hooks & hinges or steel hanging door fittings (exclusive of steel sheeting, running rails & guides) and hanging, fastening & fixing complete.

S&F Mild steel work in framed work such as grills, door chowkhat,gratings,framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, and similar work confirming to Fe 290 Gde - E-165 complete all as specified and directed by Engineer-in-Charge.

S&F Rolled Mild Steel Plates (plain or Chequered) channels, square cut or notched, forming holes, without any attachment confirming to Fe 410 - W complete all as specified and directed by Engineer-in-Charge.

S&F mild steel screw bolts (machine made) with hexagonal 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. 5 cm. complete all as specified and directed by Engineer-in-Charge.

S&F for flat iron fillets for securing wire mesh etc including all necessary drilling bolting are ribetting etc and similar work conforming to Fe-290 Gd-E-165 etc, complete all as specified and directed by Engineer-in-Charge.

Surface excavation n. exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge.

Supplying and laying, fixing or passing through pipe, 1100 Voltd grade heavy duty solid conductor cable with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 50 Sq mm 3.5 core nominal corss section in service connections complete all as specified and directed by Engineer-in-Charge.

Returning filling in including spreading levelling watering and well ramming in layers not exceeding of 25 cm thick in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Removal of surplus soil as obtained from excavation to a distance not exc. 50 Mtr and depositing where directed at a level not exc. 1.5 Mtr above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L for filling clean and dry sand cushioning for cable in trenches complete all as specified and directed by Engineer-in-Charge.

Supply and laying of bricks old class ‘B’ as protect on to UG cable laid flat adjoining to each other width wise complete all as specified and directed by Engineer-in-Charge.

S&F boring of hole under road, pavement, hardstanding by trenchless technology using ultrasound technique and necessary machine incl HDPE pipe 65 mm dia suitable for 0.4 mpa working pressure complete all as specified and directed by Engineer-in-Charge.

Supply and fixing tubes light grade GI tubing 50 mm dia with all fitting laid in trenches complete all as specified and directed by Engineer-in-Charge.

M&L for plate earthing complete with galvanised mild steel plate electrode 60cmx60cmx6mm thick burided directly in ground vertically (in earth pit not less than 2.25m below normal ground level) with the top edge of the earth plate at a depth not less than 1.5m below normal ground level, the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickneess of 15cm on all sides and incl GI earth strip 32x6mm bolted (with GI nuts, bolts & check nuts) and riverted to earth plate at one end and connected to metallic bodies of HT/LT equipments etc at the other, earth strip encased in and including 40mm bore GI grade pipe with all fittings from top of electrode to body of equipment fixed with and including 25x6mm flat iron clamps, bolts, nuts and washers and also including providing watering pipe 20mm bore GI pipe medium grade from of earth pit to top of electrode complete with wire mesh and funnel earth pit in PCC 1:2:4 type B-1 using 12.5 mm graded crushed stone aggreagate excavation and earth work and RCC cover complete all as specified and shown in electrical Plate No 3 of SSR Part-I

Supplying transporting to site errection and fixing in position type steel tubular sewaged and welded poles bend to shape swan neck type of overallheight 9 mtrs long type 410 SP -31 type IS-2713 marked with MS base plate drilled welded to poles) final taper plug bolts nuts & washers etc including painting on the outside with two coat of aluminium paint over a coat of red oxide primer on exposed surfaces and black bitumineous paint on steel surface embedded in concrete and painting 03 Nos band/strips with flourescent PO box red block and numbering of poles complete all as specified and directed. (Note-(i) Excavation, earth work inclusive quoted rate)

M&L for LT Kiosk box for security/street light weather proof made out of PVC fire retardant, non fusing shock & dust proof, one piece moulded SMC base and SMC cover with hinged door, pole mounting type comprising of aluminium bus bar TPN of 63 Amp with MCB SP 10 Amp of size 300x200x100mm, fixed on pole with MS clamps 20x3mm with necessary nuts, washers and incl applying two coats of synthetic enamel paint over a red oxide primer on steel surface/clamps and embossing/ painting of danger sign of size not less than 10cms x7.5 cms with letter and conventional skull and bones in signal red colour on front face of kiosk box complete all as specified and directed by Engineer-in-Charge.

Supply and fix LED street light 45 W IP-65 complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches in soft/loose soil not exceeding 1.5M wide and not exceeding1.5m depth for laying pipes for water connetion and getting out all as specified and directed by Engr-in-Charge

M&L for tubes medium grade bore 50 mm dia galvanised will all fittings laid in trenches complete all as specified and directed by Engineer-in-Charge.

M&L for tubes medium grade bore 25 mm dia galvanised will all fittings and fixed on wall/ceiling or laid in floor complete all as specified and directed by Engineer-in-Charge.

M&L for tubes medium grade bore 20 mm dia galvanised will all fittings and fixed on wall/ceiling or laid in floor complete all as specified and directed by Engineer-in-Charge.

Supply and fixing gun metal globe or gate valves 50 mm dia with iron wheel head screwed both ends for iron pipes complete all as specified and directed by Engineer-in-Charge.

Supply and fixing gun metal globe or gate valves 25 mm dia with iron wheel head screwed both ends for iron pipes complete all as specified and directed by Engineer-in-Charge.

Supply and fixing gun metal globe or gate valves 20mm dia with iron wheel head screwed both ends for iron pipes complete all as specified and directed by Engineer-in-Charge.

Cuttting threading and connecting with existing GI tubing 50 mm dia complete all as specified and directed by Engineer-in-Charge.

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

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

Excavating in trenches not exc 1.5m deep and 1.5m wide and getting out in hard /dense soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point in soils complete all as specified and directed by Engineer-in-Charge.

M&L for brickwork using old size bricks Sub class B straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&LForm work to sides & soffits of lintels over 1.5m clear span, floor or roof beams, cantilevers, etc for rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of cement based paint on newly plastered surfaces of walls including preperation complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:4:8 Type D2 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

Glass dividing strips, 38 x 3 mm thick and inserted in position to confirm to design complete all as specified and directed by Engineer-in-Charge.

M&L for plain cement concrete 1:2:4 type B0 using 12.5mm graded aggregate 40mm thick for floor complete all as specified and directed by Engineer-in-Charge.

Plain cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in copings, beding and benching of manholes and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge.

Precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

Parveen Builders

High Tech Metal India