Construction of 2 No. Sump Well on West Juan Drain Near Village Salimsar Majra Near about RD 136846 and Village Silana near about RD 120650.

Amount

Earthwork in excavation by mechanical means/ manual means over area (exceeding 30 cm in depth, 1.5 m in width as well 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m- All kinds of soil (HSR Item No. 4.12.1)

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means (HSR Item No. 14.2)

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: 1:5:10 (1 cement :5 coarse sand:10 graded stone aggregate 40 mm nominal size) (HSR Item No. 6.1.7)

40 mm thick Cement Concrete topping 1:2:4 (HSR Item No. 10.8)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:4 (HSR Item No. 7.21.1)

12 mm thick cement plaster 1:3 on walls (HSR Item No.11.5.2)

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR Item No. 11.6.1)

Cement Rendering on plaster 1 mm thick (HSR Item No.11.52)

Providing and laying of flat brick or tile flooring with bricks of class designation 7.5 laid dry over a bed of 6 mm thick cement sand mortar 1:6 grouted with cement sand mortar 1:4 and top surface to be left clean after wire brushing (HSR Item No. 10.35.2)

Providing and laying in position cement concrete of specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work below plinth level and up to Floor IV level: 1:1.5:3 (1 cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) (HSR Item No. 6.14.1)

Cold Twisted deformed bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete (HSR 6.33 )

Providing and fixing in position pre-cast RCC manhole cover and frame required shape and approved quality - Rectangular shape 600 x 450 mm internal dimension (HSR Item No. 22.201.1.1)

Boring/Drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), including collecting samples from different strata- All types of soil- 300 mm dia (HSR Item No. 33.7.1)

Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS 12818 including required hire and labour charges, fittings and accessories etc. all complete, for all depths- 200 mm nominal size dia (HSR Item No. 33.8.3)

Supply of Rivet, Socket, brass,disco, solvent and cap specification as per IS 12818-2010(N.S.)

Supply, testing and lowering of ISI marked all welded stainless steel screen (SS 304) cage type V wire wound screens in borewell (200 x 8 x 0.5) (HSR Item No. 20.107.1.1)

Development of tubewell in accordance with IS 2800 (part 1) and IS: 11189 (HSR Item no. 33.19)

Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts (HSR Item No. 33.14)

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lift (HSR Item No. 33.13)

Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts (HSR Item No. 33.12)

The Jai Hanuman Coop. L&C Society Ltd.