Increasing capacity of Reservoir at RD 172800 of Jui Feeder in Village Lohani Distt. Bhiwani.

Amount

Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge (E/work excavation for silt clearance)

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m

Jungle/Jhunda clearance from bank, side slope & bed upto 2 Ft depth

Laying design mix Cement Concrete of grade M-15 Cement Concrete lining of 100 mm thick in Left side slope with censored paver machine (latest technology) sizelling weight batching and mixing plant transporting vibrating providing by using Mechanical contrivance, smooth, finishing, curing lining including dewatering, pumping out of water caused by spring and sub soil water, rainwater, canal leakage etc and lowering of SSWL, whenever required and cost of all material, labour, machinery lifts and details of all material including water and compacting in side slope and applicable of 10 mm thick plaster 1:5 on the prepared wet subgrade in side slope collecting debris and disposed off collected material outside the channel as per approved drawing and specification & relevant IS Code (Latest revision) and as directed by Engineer-in-Charge including cost of sampling testing of finished work and all type of water arrangment complete in all respect Unit.Including curing, 10mm plaster thick 1:5, form work, dressing and preparation of sub grade. Drived rate submitted to B&R.

Providing & Fixing PVC Seal (N.S.) as per IS 12200 of 1987

Design Mix M-15 grade Plain cement concrete (cement content considered 240 kg. per cum)

Design Mix M-20 grade Plain cement concrete (cement content considered 300 kg. per cum)

Design Mix M-25 grade Plain cement concrete (cement content considered 330 kg. per cum)

Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and anealed steel wire etc. complete in all respect above plinth level.

Brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) with common burnt clay modular bricks of class designation 7.5 in foundation and plinth

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.

Demolishing brick work in Cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

12 mm thick cement plaster in 1:4 mix

Centring & shuttering for suspended floors, roofs, landings, balconies etc.

Providing and filling in position bitumen mix filler of proportion 80 cum kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.

Credit for old and dismantled brick work

M/s Hisar Construction Company

THE SIWARA LAXMI COOP LC SOCIETY LTD

P.S. INFRABUILD PRIVATE LIMITED

The Tibba Dana Sher Co Op L and C Society Limited

m/s omparkash contractor

MAHA LAXMI CONSTRUCTION COMPANY