Package Estimate for Reconstruction of Jai Singh wala minor from RD 0 to 17685 off taking at RD 65784/L of Bathinda Distributory by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mi

Amount

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge 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 4.00 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.

Dressing of Dowel.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 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 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 60 mm thick laid manually without mechanical paver for irrigation channels, using cement concrete (M15) mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers with an avg. lead of 1 km (for Trapezoidal section and cup section of all radii) including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. (For side lining & bed)

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.

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

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

Applying Bitumen Primer coat on concrete surface and top of sleeper for construction joints, Expansion Joints & Contraction Joints including supply, carriage of material complete in all respect.

Laying 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 specification and Engineer in Charge.

Providing & Fixing Boundary Pillars

Providing & Fixing Distance Marks

Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing).

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.

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.

Adjusting new APM block in correct 'Y' and fixing in machine.

Cement Concrete 1:4:8 with brick ballast 40 mm gauge.

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.

Dag Belling single kassi stroke complete in all respect

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

ANIL KUMAR CONTRACTOR

AMANDEEP SINGH CONTRACTOR

KEWAL KRISHAN GOVT CONTRACTOR

BHARAT BHUSHAN CONTRACTOR