Construction of CC Road from H/o Takechand Main Sohna Road to H/o Jaybeer Yadav to H/o Ramchander to H/o Ramkaran Ward No. 06 Municipal Committee Dharuhera.

Amount

6.6-Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres.

24.34.-Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestors 5 percent and sand 55 percent),12 mm wide.(Labour Rate B)

18.12-Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position.

29.94 (i)-Providing and Fixing SFRC manhole covers and frames marked with I.S: 12592 including setting the same to correct lines and levels in 1:2 C.S.M. over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respect of type: Extra Heavy duty (EHD-35) 560mm clear opening.

-Providing and fixing SFRC Single road Gully Chamber cover and frame of size 610 mm x 457 mm on brick masonry road gully chamber (of HSR Item No. 29.87 (a)(i)) complete in all respect as per entire satisfaction of the Engineer-in-charge.

8.6 (d)-cement concrete plain 1:2:4 mi

-Constructing brick masonary road gilly chamber as per size given below (HSR ITEM 29.87 a-29.48)

-LOADING UNLOADING & DISPOSAL MALBA UPTO 5 KM LEAD (4.1(a)+5.2(a)

-Raising of Main Hole on existing Sewer Line including excavation dismantling as per site requirement.

-Cement concrete 1 : 1.5 :3 with stone aggregate 20 mm nominal size in pavements, road, taxi-tracks and runways, laid to require slope and camber, including consolidation, finishing and tamping complete in all respect as per entire satisfaction of the Engineer-in-charge.

10.33.-Cement concrete 1 : 6 : 12 with stone aggregate 20 mm nominal size in foundation and plinth.

24.1.-Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed (Labour Rate B)

13.89(a)-Providing & fixing PVC Rain water pipe 6kg. Pressure of ISI mark in cement mortar during masonry work:-100mm dia PVC pipe 6Kg. Pressure

-Supply and laying of 125 micron thick imperble plastic sheet of approved quality of make IPCL, Shivalik or equivalent make, over the surface of DLC/below CC complete in all respect as per entire satisfaction of the Engineer-in-charge.

GORDHAN DASS CONTRACTOR

naveen kumar