Estimate for concrete lining of Minor No 3 from RD 45000-66130 (Tail) off-taking at RD 65500/L of Karamgarh Link-2 Disty

Amount

Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs.

Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr.

Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal upto 450 mtr including cutting and loading in trolly, trimming bottom and slide slopes in accordance with requirements of lines , grades and cross sections and transporting to the embankment location with all lifts and lead. (Plains)

Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolly (katcha)

Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolly (pacca)

Extra for carriage of earth/soil for every additional km upto 10 km with hydraulic tractor trolly (katcha)

Extra for carriage of earth/soil for every additional km upto 10 km with hydraulic tractor trolly (pacca)

Extra for carriage of earth/soil per km beyond 10km lead with hydraulic tractor trolly (katcha)

Extra for carriage of earth/soil per km beyond 10km lead with hydraulic tractor trolly (pacca)

Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing but including Extra for watering the earth /fly ash laid in 20 cm layers as per specificaion for compation and Extra for Rolling to Specificaions

Dressing of Earthwork (New work or remodeling work.)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides 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 lead of 30 meters.

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

Dag Belling single kassi stroke complete in all respect

Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes)

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping)

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers)

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

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5 mm wide

Extra bitumen painting at 0.69 per sqm (on sleeper) . Applying Bitumen Primer coat on top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Providing & laying 200 mm wide LDPE Film 150 micron over sleepers

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

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing )

Adjusting new APM Block in correct "y" & fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is involved

Laying cement concrete 1:4:8 with stone aggregate gauge 40mm mixing by manual means

First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.32 ft= 9.9 cm (min wt 72 kg))

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.40 ft= 12.2 cm (min wt 76 kg))

KEWAL KRISHAN GOVT CONTRACTOR (BID ID -596844)