INSTALLATION OF LIGHTS IN EWS COLONY RAMDARBAR, CHANDIGARH

Dismantling of existing Tilted Pole/ Accidental Steel tubular/ Octagonal pole 7.5/9/10 Mtr. Long along with Junction Box, fittings with Wire & bracket etc. & other material complete in all respect to the satisfaction of Engineer-in-Charge. The contractor shall hand over the dismantled material to the J.E. In-charge at central store in proper form duly accounted or the same may be considered as recovery/ buyback as per conditions of DNIT. The cost includes the disposal of malba from site to suitable nearby dumping place.

Supply & Erection of 7.5 Mtr. Long GRP Light Pole-ANCHOR type of 7.5 Mtr-A 1075, overall length of 7.5 Mtr Top/ Bottom OD Dia 89/167 > 5mm approx. Avg thickness 6mm with MS ANCHOR base plate size 300*300*12 mm thick with GRP External JB with 4 Terminals of 6 sq. mm & 10 AMP SP MCB (IP65) with JB Clamp. The Antidoor theft strip should be attached with junction box protection. The size of the poles and foundation bolts shall be suitable to withstand the maximum wind speed / pressure 169 Km/hr. as per IS-875 Part-II. There should be no any circumferential welding on the pole and pole shall be preferably be fabricated in one singal section. The street light poles shall be erected in the existing RCC foundation with 4 nos. special steel foundation bolts ‘J’ type minimum 850mm long galvanized M.S. rod of duly threaded of minimum 20mm dia in existing RCC foundation (M24) of suitable size as per approved drawing. The material of steel foundation bolts shall be confirming to grade (The cost of 7.5 Mtr. Long GRP Pole is including with 4 nos. ‘J’ type bolts, nuts, washers, anchor plates & templates etc.) weight should be 90 to 99 kg. The make should be Sumip/ Jindal/ Utkarsh/ Bajaj. The Pole shall be got approved from Engineer in charge before executing the work.

DSR ITEM NO. 2.8.1 (CIVIL WORK) - 2018 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Size : 0.75m x 0.75m x 1.65m = 0.92 cum Total (44 nos. x 0.92 cum= 40.48 cum)

DSR ITEM NO. 5.9.1 (CIVIL WORK) - 2018 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Size 1.6 x 0.65 = 1.04 Sq. mtr. x 04 nos. = 4.16 Sq. Mtr. Total = (44 nos. x 4.16 sq. mtr. = 183.04 sq. mtr)

DSR ITEM NO. 5.2.2 (CIVIL WORK) - 2018 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement . 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Size 0.65M x 0.65M x 1.60M = 0.676 cum Total (44 nos. x 0.676= 29.744 cum)

DSR ITEM NO. 4.1.11 (CIVIL WORK) - 2018 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) (0.7m x 0.7m x 0.050m = 0.028 cum) Total (44 nos. x 0.028 = 1.232 cum)

DSR ITEM NO. 5.22.6 (CIVIL WORK) - 2018 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars Vertical Bar 12 mm Dia= 8 nos. x 1.66 = 13.28 r.mtr. @ 0.89 kg per mtr. = 11.74 kg Horizontal Ring 8mm dia = 09 nos. x 2.24 = 20.11 r.mtr. @ 0.390 kg per mtr. = 7.96 kg 19.70 Kg + 5% wastage = 20.68 Kg Total (44 nos. x 20.68 = 909.92 Kg)

S/E of CC Collars including following:- a) The box shall be enclosed in a cement collar made from cement concrete 1:2:4 with outside dia 16”. b) The collar shall be embedded in the group upto 6” shall stand 9” above ground shall have housed 12” high SMC Box and 6” top over the box. c) The collar shall be provided with 2 G.I. Pipe of 40mm dia and 45cm long to facilitate entry of cables in the junction box after digg out the cable loops from earth complete in all respects, connections etc. d) The collar shall be plastered properly finished, curing and painted with 2 coats of Apex paint of superior quality. e) Providing and Fixing junction box of size 250x200x100mm inside dimensions of thermosetting sheet moulding compound material of robust construction with double hinge, side clamp locking arrangement. The existing ckt cable loops be made properly connection after digging from the earth and refilling the same position. There should be a terminal Strip (Thimble type) 30 amp, one no. Kitkat, rating suitable for minimum 4x16 sq.mm aluminum cable termination. The sheath of the armoured cable should be properly thimbed with the pole for proper earthing. Curing of CC Collar must be done as per satisfaction of Engineer-in-charge. The junction box should have two numbers PVC Glands with sufficient space for cable entry and loose wires complete in all respect.

Supply & Laying of flexible PVC insulated FR PVC sheathed 3 Core 1.5 mm2 Copper Cable conforming to IS - 694:2010 of make KEI/ Havell's/ Cirtina/ Finolex/ Lapp/ Polycab within the already erected 9 mtr Steel Tubular Pole and within bracket fitted on pole with the help of ladder/crane. The job include the cost of dismantling & re-erection fitting, bracket, managing traffic using proper precaution, making the required connection as started above and other petty material required to complete the job to the entire satisfaction of engineer-in-charge precautions of the work.