Providing and Fixing of Semi High Mast Light Pole in Kaganheri Near Radha Krishna Mandir, Kaganheri Village in Ward No 40S under NGZ

Amount

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm and ID-51 mm nominal)

Providing and laying in position cement concrete 1:3:6 (1 cement : 2 coarse sand : 6 graded stone aggregate 20 mm nominal size) in foundation of pump,DG set etc.including form work etc. as req.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. Upto 35 sq. mm

Supply of XLPE insulated PVC sheathed Al. Conductor Armoured Cable 1.1KV grade conforming to IS-7098 of following size:- 2 Core .2 10 sqmm

Providing and laying of HDPE PIPE 40mm outer dia with PN rating 4 by hand/manual method conforming toIS 4984.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Fabrication,Supplying,Installation,testing,Commissioning of 12 mts.high mast System with its accessories ,Mast shaft shall be in one section , hot dip galvanized 4mm thick (Single dip ) inside and out sides and suitable for wind velocity as per IS 875 part3 .There shall be in longitudinal seam weld per section and No circufrential weld. It should also included accessories for High Mast head frame ,2 point suspension system with steel wire rope 5mm dia. (7/19construction) single drum winch ,galvanized lantern carriage arrangement suitable for 4/6 Nos. flood light luminaries luminaries symmitrically and its control gears boxes and lighting finial ,the mast shall have integral type manual tool mounted at the base compartment of its raising and lowering operation with foundation bolts and Anchor plate and control panel housing suitable RCC (1:2:4) shallow foundation of size 1m(L)X1m (W)X2m deep i/c excavation of earth i/c excavation of earth, providing cutting, bending and placing in position, rewinforcement of cold twisted bars of 12 mm dia -2100 mm long (approx.) - 16 nos.and reinforcement of cold twisted bar of 8 mm dia - 3700 mm (approx.) - 13 nos. (with 150 mm spacing) as required with positioning of 4 nos foundation bolts and providing DWC HDPE pipe for cable entry & exit as required for high mast considering The safe soil bearing capacity at site as 10T/sqm at 2mts. Depth with all material i/c,4Nos S.P MCB,63Amp.DPIsolator etc as reqd. Logo/Name of manufacturer shall be embossed on the pole. galvanized as per relevant IS.

Supply and fabrication of pole protection system made up of 8SWG steel wire mesh of size 25 mmx75 mm rectangular with 50mmx50mmx6mm MS angle iron for supporting the mesh i/c MV danger plate and grounding the protection system in suitable quality of CC etc as reqd.

DEV ENGINEERS