Estimate for Remodelling/Relining of Bathinda Branch package RD 390000 to RD 448000 (Slice RD 429500-433100)

Amount

Jungle clearance on running canals and branches and drains with discharge more than 9 cum/s.

Light growth type

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.90 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 of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. (Plains)

Disposal/carriage from 0 m upto 450 m.

Disposal/carriage for every additional 1 km upto 10 km

Lead upto 11 km

Lead upto 12 km

Lead upto 13 km

Lead upto 14 km

Lead upto 15 km

Lead upto 16 km

Lead upto 17 km

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 or remodeling work.

Dressing of Dowels 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.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 mtr depth.

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 preparation of sub grade for lining complete in all respect as per PWD specification.

Dressing of bed and preparation 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 100 mm thick or less with mechanical paver for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing Plant mixed concrete lining on side slopes and transported to the site in transit mixers with an average lead of 1 km including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

In bed & curved portion

In side slopes upto 2.0 m depth

In side slopes above 2.0 m height to 3.50 m depth

Reinforced Cement concrete lining lining 100 mm thick or less with mechanical paver for irrigation channels, using cement concrete (M-20) with cement content 340 kg/cum mixed in automatic computerized batching and mixing Plant mixed concrete lining on side slopes and transported to the site in transit mixers with an average lead of 1 km including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

In bed & curved portion

In side slopes upto 2.0 m depth

In side slopes above 2.0 m height to 3.50 m depth

Providing and laying cement concrete for coping mechanical paver for irrigation channels, using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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

Providing and laying cement concrete for cut off wall (Transverse) mechanical paver for irrigation channels, using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

P.C.C 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type.

Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects.

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

Filling Contraction/Construction Joints with sealing compound to be applied hot after applying primer coat including supply & carriage all material complete in all respect.

Extra bitumen painting over concrete surface at joints @ 0.69 kg per sqm.

Laying 250 mm wide LDPE 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.

Making dewatering arrangement by pumping set 4" x 4" (Tractor driven).

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

Dag Belling single kassi stroke complete in all respect.

JASWINDER SINGH CHAHAL GOVT CONTRACTOR