Construction super structure of Kathura R Pump House Gohana

Amount

Providing and laying damp-proof course with cement concrete 1 :2:4 40mm aggregate thcik as per HSR 6.8.2

Brick work in C.M 1:4 with common burnt clay non-modular bricks of class designation 7 .5 in superstructure as per HSR 7.22.1

Centering and shuttering of concrete for suspended floors , Roofs landing as per HSR 6.30.3

centering and shuttering of concrete including strutting piping etc and removal of form work for colums piers, abutment pillars post and struts as per HSR 6.30.5

Providing & laying of cement concrete in retaining wall pier abutments post struts slabs floor level etc. exculding the cost of centering & shuttering as per cement conc. Ration 1:11/2:3 HSR 6.14.1

supply of cold twisted deformed ( ribbed/torsteel) bars for RCC works where not included in the complete rate of RCC i/c bending binding and placing in position complete HSR 6.33.3

10 mm thick cement plaster 1:4 HSR 11.42

Suppling and fixing of Rolling Shutters of make , made required size M.S lath , interlocked together at the end locks, mounted on specially designed pipe shaft with brackets , side guides and arrangements of inside and ouside locking with push and pull operation complete , including the cost of providing and fixing necessary 27.5 c.m long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS: 4454 - PART 1 and M.S top cover of required thickness for rolling shutters 80 ×1.20 mm M.S lath with 1.20 mm thick top cover HSR item no. 13.37.2

White washing with lime on New work with a base coat as per HSR item no. 11.62.

providng and fixing 1 mm thick M.S sheet door with frame 40×40×6 mm angle iron and 3 mm M.S gusset plates at the junctions and corners, with all necessary fitting complete , including applying a priming coat of aprroved steel primer as per HSR item no. @ 3066 /sqm

Earth work excavation by mechanical means (hydraulic excavator )/manual over areas (exceeding 30 cm in depth , 1.5 mtr in width as well as 10 sqm in plan ) including getting out and disposal of excavated earth lead of 50 meter and lift up to 1.5 mtr as per HSR item no. 4.12@87/cum

Filling available excavated earth (excluding rock ) in trenches , plinth , sides of foundation etc. in layer not execeeding 20cm in depth ,consolidation each deposited layer by ramming and watering lead up to 1.5 m etc . Complete as per HSR item no. 4.32

Cement Concrete 1:3:6 in as per HSR item no. 6.1.5

Brick work in C.M 1:4 with comon burnt clay non modular bricks of class designation 7.5 in f &p as per HSR item No.7.21.1=4135/- per cum

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge as per HSR item no 10.77

Roof Tiles Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat With common burnt clay non-modular brick tiles of class designation as per HSR item no. 9.14 @ 419

Ankit Contractor

The Shiv Co-op Multipurpose Society Ltd