DEVELOPMENT OF LANDSCAPING WORK OF NATIONAL LAW UNIVERSITY IN RAJIV GANDHI EDUCATION CITY AT RAI IN SONIPAT DISTRICT (CONSTRUCTION OF WATER TANK OF 50000 LTR. CAPACITY)

Amount

Construction of Water Tank Approximate Size 6.10 m X 4.50m X 1.82 m (50000 Liter) 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 up to 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. (HSR4.14.1)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level: 1:5:10 (1 cement : 5 fine sand : 10 graded stone cum aggregate 40 mm nominal size) (HSR 6.1.8)

Providing and laying in position cement concrete of specified grade Excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cumstone aggregate 20 mm nominal size) (HSR 6.1.2)

Brick work with common burnt clay mod(HSR 7.20)Cement mortar 1:4 (1 cement: 4 coarse sand)(HSR 7.20.1)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR11.5.3)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level:1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) (HSR 6.14.1)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level (HSR 6.33) Cold twisted bars(6.33.3) quantity a per taken item no. 6

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size). (HSR 6.8)

Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimetre per square metre, including preparation of surface but excluding grading complete with : 28.1.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : (HSR 28.1.) (as item no. 8 above).

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and sqm (HSR 6.30.3)

The Shastri Nagar Co-Op L and C Society