Reconstruction of Raikot Disty from RD 94522-109374 off taking at RD 127300/R of Bathinda Br. by concrete lining M15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers of laid manually with specified

Amount

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains with discharge 1.50 to 4.5 cumecs including Boundary road.

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.50 cumecs.

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m.

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 0.88 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications.

Dressing of Earthwork for new work.

Dressing of Dowel in addition to payment for dressed earthwork.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. (As per Earthwork statement)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 mtr depth. (As per Earthwork statement)

Earthwork excavation for sleepers under the lining.

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification.

Laying Cement water slurry 1:3 with cement @ 2.25 kg per sqm as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete lining 10 cm thick or less (60 mm thick) (manually) for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing plant and transported to site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design / drawing and PWD specifications.

Filling of contraction / construction joints with sealing compound to be applied hot after applying primer coat including supply & carriage all material complete in all respect.

Filling of expansion joints with special impervious hot pour 12.5 mm wide complete in all respect.

Extra bitumen painting at 0.69 kg per sqm.

Laying polythene film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing & Fixing Boundary Pillars

Providing & Fixing Distance Marks

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.

Supply of New APM block. (Lumsum)

PCC 1:4:8 with Stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volume metric type.

First class burnt Brick Work in Cement Sand Mortor 1:4 in foundation & plinth.

Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in super structure. (For slab)

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Extra labour for dressing of bricks for outlet with 'H' more than 0.50 m but upto 0.90 m.

GURINDER PAL SINGH CONTRACTORS