PROVISION OF COVERED SHED,STREET LIGHT AND PATHWAY IN JCO/OR FAFA ACCN OF SOMNATH ENCLAVE AT OLD AMRITSAR CANTT

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil ; Complete all as specified and as directed by Engineer-in-charge.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and raming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface soft/loose soil ; Complete all as specified and as directed by Engineer-in-charge.

Material and Labour for PCC (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in foundation etc ; Complete all as specified and as directed by Engineer-in-charge.

Material and Labour for Hardcore of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface ; Complete all as specified and as directed by Engineer-in-charge.

Material and Labour for 100 mm thick cement concrete type B2 (1:3:6) using 40mm graded crushed stone aggregate as in sub base surfaces finished even and fair without using extra cement ; Complete all as specified and as directed by Engineer-in-charge.

Material and Labour for 80mm thick machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment conforming to IS 15658-2006 of M-40 Grade ; Complete all as specified and as directed by Engineer-in-charge.

Material and Labour for PCC 1:2:4 type B-0 using 12.5mm graded crushed stone aggregate as in coping including weathering slightly rounded or chamfered angle and throating ; Complete all as specified and as directed by Engineer-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil ; Complete all as specified and as directed by Engineer-in-charge.

Removing excavated material (soil) exc 250 m but n.exc 500 m and depositing where directed ; Complete all as specified and as directed by Engineer-in-charge.

Supply and Fixing of mild steel Gde Fe-410-W as in 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 ; Complete all as specified and as directed by Engineer-in-charge.

Supply and Fixing for mild steel work as in post and struts including embeding in concrete and screwing etc ,wind tie of roof including securing with bolts ; Complete all as specified and as directed by Engineer-in-charge.

Supply and Fixing for mild steel flat iron work all as specified MS Plates including drilling holes, notching for screwed, rebating or welding ; Complete all as specified and as directed by Engineer-in-charge.

Supply and Fixing of MS Secrew bolt ( Machine made ) with hexagonal or square head at one end and screwed the other , or screwed both ends each secrewed end to be fitted with washer and one hexagonal or square nuts. exc 10 but n exc 15 cm long ; Complete all as specified and as directed by Engineer-in-charge.

Supply and Fixing prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength 550 MPA as in roof covering in roof covering incudingl ridge fixed with self tapping screws / L type or J type hook ; Complete all as specified and as directed by Engineer-in-charge.

Material and Labour for preparation of new or previously untreated steel and iron surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enemel paint over a coat of red oxide primer ; Complete all as specified and as directed by Engineer-in-charge.

Material and labour for Sand filling under floors or in foundations including watering and consolidation ; Complete all as specified and as directed by Engineer-in-charge.

Supply, Transporting, Erecting & fixing truly in vertical position 7metres long hot dipped galvanised octagonal pole with top A/F 70 mm bottom A/F 130 mm ,made out of 3 mm thick HT sheet along with base plate of size 220mm x 220mm x 12mm , including 1500 mm long single arms bracket made out of 48 mm dia,GI pipe,M 20 in PCD 205 mm,700mm long and projected 100mm,"J" type EN8 grade set of 4 Nos foundation bolts along with tempalates,with & including disconnecting, dismantling and taking out of old LT PCC/Steel tubular pole any type and any size from foundations including dismantling of concrete, MS clamps, nuts-bolts, earth wire, over head line conductors, insulators, guarding cradles and other accessories with also including under mentioned items & provisions of the followings and rates quoted is included for all items & provisions mentioned below also :- (a) MCB,SP,6A ,230 V ,B series,10 KA mounted on and including 3 mm thick plastic laminated sheet-01 No. (b) 4 way connector ,bolt type having locking arrangement,weather proof and water proof control space: 01 No. (c) Provision of 50 mm bore PVC pipe from cable trench to centre of the pole concrete (d) Connecting with & including suitable lugs of the existing incoming and outgoing LT UG cable of any size in the pole box of new octagonal pole. (e) Provision of concrete for foundation , Reinforcement and form work all as per manufacturers instructions. (f) Excavation and earth work for foundation of pole is deemed to be included in the rate quoted ; complete all as specified and directed by Engineer-in-Charge.

Supply, laying and testing of cable XLPE Insulated , screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 Sqmm 4 core ; Complete all as specified and as directed by Engineer-in-Charge.

Supply and Fixing for security light fitting LED 90 Watt with dusk and down sensor made up of pressure die cast aluminum housing and toughed glass having bottom opening separate driver with IP 66 Protection and Impact resistance of IK 07, TKD<=20%, Lumen output-100 Lm/W, CCT 6500K, CRI>+70, surge 4 KV internal including connection with 3 core PVC insulated overall sheathed with flexible cable multistrand Copper conductor of sixe not less than 1.5 sq mm form connector to fitting terminal including taking down old security light fitting ; Complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches in soft/loose soil not exceeding 1.5 meters wide and not exceeding 1.5 meter depth for foundation for LT cables , poles ; Complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for PVC insulated PVC Sheathed multi stranded copper conductor wire 1.5 sqmm size three core complete for drawing through pole for making connection to street light fitting provided on poles upto junction box including thimbles ; Complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing street light distribution outdoor panel with canopy single door vertical type made out of CRCA MS sheet with thickness not less than 3.15 mm surface with insulated material like polysofer or with epoxy powder coating surface mounting TPN 4 way,415 Volt with aluminium bus bar rating 200Amps for R,Y,B,N phases dust and vermin proof suitable for incorporation of MCCB and IP43-IK09 profection with and incl 100Amps 25KA 4 Pole MCCB including angle iron support legs and foundation work for the legs (including excavation and doing PCC 1:2:4).The size of the panel should not be less than 600mmx400mmx200mm, and height of the panel should be atleast 300mm above ground level. the angle iron for support should be minimum 35 mm x 35mm x 5 mm thick ; Complete all as specified and as directed by Engineer-in-Charge.

Material & labour for earthing complete with galvanised earth plate electrode 600 X 600 X 6 mm thick burried directly in ground (earth pit not less than 2.25 m below ground level) with top edge of earth plate not less than 1.5 m below normal ground level, connected to galvanised earth strip 25x4 mm dia by means of nuts, bolts, check nuts & washers of galvanised iron or steel all as shown on electrical plate No. 3 of MES schedule 2009, Part – I (Specifications) and connected to main switch board / main DB’s / earthing test point including all necessary excavation and earth work in any type of soil, adequate quantity of charcoal dust & common salt all around the earth plate minimum 150 mm in all directions with & including watering pipe 20 mm dia GI medium grade, GI funnel made out of 0.63 mm thick GI sheet, wire gauge, 50 mm thick RCC cover in PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate), duly reinforced with 6 mm dia mild steel round bars @ 150 mm both ways center to center with suitable lifting handle to cover, earth pit of PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate), GI protection pipe light grade 15 mm bore up to 7.5 m length from earth electrode & engraving of earth marking on nearby building with CM 1:4 plate size 200 X 150 X 15 mm & painting of earth result etc. including testing on complete all as specified and directed by Engineer-in-charge.

Supply and Laying in trenches DWC HDPE pipe 50mm dia complete all as specified and directed by Engineer-in-charge.

M/S RASHPAL CONSTRUCTION CO

GEE EMM ASSOCIATES

B.J.CONSTRUCTION CO

Santokh Singh and Associates

ESS KAY BUILDER

L-7 Primewave Communications

UNITED ENGINEERING CORPORATION