Supply and Installation of Highmast Light 16 Meter with 150 Watts LED Light with Stage Platform at Sandhaveliamman Kovil Opposide Junction Ward No.10 in Kancheepuram Corporation.

Amount

Supplying, Installation, Testing and Commissioning of 16 Meter 20 side Polygon continously tapered telescopically joint Structured High Mast Pole complete with hot dip galvanized dimension of bottom pole dia 360mm of thickness 4mm and Top pole dia 150mm of thickness of 3mm with M24 Bolt and Nuts 8 Nos of J-Anchor Bolts of 750mm long with Base Plate 520mm x 520mm x 20mm and suitable for 50 Mtr / Sec wind velocity as per IS 875 (Part - 3) and above the the High Mast structure should have head frame, single ring and provided with galvanized lantern carriage suitable for 1 x 8 nos of 150W LED Luminaries and panel board system and Automatic timer system including wiring and Supply and Fixing of Aviation Lamp Fittings with base and coupling arrangements and Erection of the High Mast by providing concreting 1:1.5:3 mix RCC masonary foundation pedestal. The RCC pedestal projection should be 60cms above the ground level, the Switch feeder box should also be mounted in RCC pedestal with projection of 60cms above the ground level suitable to the safebearing capacity of the soil at 12T/M2 at 1.5m depth of below ground level and necessary galvanized foundation bolts, nuts and washers complete as per standard specification of IS 875-1987 PWD SOR Item No. XV Part "O" (4), Pg.No.150

Supply of 4 x 16 sq.mm LT cable 1.1KV Grade armoured aluminium conductor cross linked poly ethylene inslulated PVC sheathed cable conforming to IS 7098 (Part I)/ 1988 and as amended thereafter with ISI marking TWAD SOR Sl.No.12.0 (3), Pg.No.116

Laying upto 95 sq.mm for trenches inside the pump room or in air TWAD SOR Sl.No.12.3(1), Pg.No.118

Supply and Delivery of HDPE pipe 50mm / 38mm including cost and coveyance of all materials and labour charges etc complete PWD SOR Item.No.5, Pg.No.128

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Supply and fixing of stainless steel including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.

V.S.T Agencies (BID ID -1284631)