PROVIDING HIGH MAST LIGHTING AND REPLACEMENT OF E.I. IN SHOOTING RANGE, SECTOR-25 AT U.T., CHANDIGARH

Supply, erection, testing & commissioning of High Mast based on the following parameters/ requirements of the Deptt. As per complete item no.1 of DNIT.

FOUNDATION FOR 16 MTR. LONG HIGH MAST: Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of 16 Mtr high mast:

DSR ITEM NO. 2.8.1 (CIVIL WORK) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m 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 3.5mx3.5mx1.6m= 19.60 cum (3 Nos. x19.60= 58.8 cum)

DSR ITEM NO. 4.1.11 (CIVIL WORK) 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) (3.3mx3.3mx0.10m =1.089 cum.) 3 Nos. x1.089=3.267 cum)

DSR ITEM NO. 5.22.6 (CIVIL WORK) 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 1.Horizontal Bar10mm dia =52 nos.x3.200=166.40 [email protected] Kg per mtr.= 103.16 kg 2.Vertical Bar 12mm dia =24 nos.x1.995=47.88 r.mtr. @0.89 kg per mtr. =42.61 kg 3.Horizontal Ring 8mm dia =9 nos.x3.792=34.12 [email protected] per mtr.=13.30kg Total (103.16+42.16+13.30=159.07+5% wastage = 167.02 kg) (3 nos. x167.02= 501.06 Kg)

DSR ITEM NO. 5.2.2 (CIVIL WORK) 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. 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 3.100x3.100x0.300 = 2.88 cum Size 1.000x1.000x1.400 = 1.40 cum Total (2.88+1.40= 4.28 cum.) (3 nos. x 4.28= 12.84cum)