Drain out the flood water from low lying area in village Saroli, Mandkola by constructing Saroli cunnitte and installing pump house No.1 and 2 outfalling at RD 4500 of Saroli cunnitte and outfalling at RD 105200 of Gurgaon Canal.

Amount

E/work excavation in all kind of soil i.e all lead, lifts and all other allowances such as hardness, wetness, slush etc. with a combined lead upto 15 Mtr (HSR No.6.2(b).

Backfilling of Earth

Cement Concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth (HSR Item No. 10.40)

First class brick work laid in cement stone dust (from crusher) mortar 1:4 in foundation and plinth (HSR Item No. 11.24)

First class brick work laid in cement stone dust (from crusher) mortar 1:4 in first story up to 4 Mtr above plinth level (HSR Item No. 11.29)

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size in reinforced concrete work (HSR item 10.82 + 10.95 (a))

Cold twisted deformed (ribbed/tor steel) bar for RCC work where not included in the complete rate of RCC including bending, binding and placing in position complete(HSR Item No. 18.22)

Centring & shuttering for flat surface such as suspended floor,roof, landing Chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (HSR Item No. 9.1)

Centring and shuttering for sides and soffits of beam hunching, girder, bressumers & lintel (HSR NO. 9.7)

20mm thick cement plaster 1:2 into 2 coats work (HSR No. 15.13)

12mm thick Cement Plaster 1:2 ( HSR No. 15.3)

white wash 2 coats ( HSR No. 16.47)

Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. on new work 2 coats to give an even shade ( HSR No. 16.61)

Supply and fixing rolling shutting of approved make M.S. lath, inter locked together through their entire length and joined together at the end by and locks mounted on specially designed pipe shaft with brackets, side guided with 80mm*1.25 mm in M.S. lath (HSR No. 18.18 (b)

Applying priming coats with metal primer on new steel or iron work i/c preparation of surface (HSR No. 16.9) (first quality paint)

painting two coats excluding priming coat with ready mix paint for metallic surface in all shades on new steel or iron works with first quality (HSR No. 16.17).

M.S. runner (pipe) 3" dia for ACC Sheet (N.S)

corrugated asbestos sheet roofing 6mm thick sheets fixed with G.I. hooks and bolts, limpet and bitumen washer complete fixed in position excluding the costs of purlins, rafters and trusses (HSR No. 13.20).

Welded Wrought Iron and Mild Steel Grills Woriught iron and mild steel(using Angles,Channels, tees,Suare bars ,flats ) ladders , grills , grating , frames,window guard Iron Doors openable , fixed staircase and parapet and any other type of railing and tree gaurd etc including cost of screw , welding , welding rods nuts and bolts fixed in positionHSR item no-18.12©

shuttering for faces of concrete foundation and foundation beam (HSR NO. 9.13)

Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (NS )

E/work excavation in all kind of soil i.e all lead, lifts and all other allowances such as hardness, wetness, slush etc. with a combined lead upto 60 Mtr (HSR No.6.2(b).

lip cutting (HSR 19.23 b)

preparation of sub grade side slopes dressing for lining (HSR 19.1)

putting 1:3 cement sand slurry 3mm thick (HSR item no. 19.12

cement concrete lining in coping/bed 15 cm thick using 1:3:6 cc (HSR 19.9 a)

cement concrete lining in vertical Side slope 15 cm thick using 1:3:6 cc (HSR 19.9 b)

brick masonary in 1:3 in F&P at joints (HSR 11.30)

extra allowance for form work in concrete lining in bed (HSR NO. 19.15a)

extra allowance for form work in concrete lining in side slope bed (HSR NO. 19.15b)

filling expansion joint with special imperivious hot pour 12 mm wide (HSR item no. 19.17)

BAL KRISHAN

SATISH SHARMA CONT