Estimate for Remodeling with concrete lining of Minor No.2 of Newada Disty System off taking at Rd 32200/L of newada disty from Rd 0-13714 with 10 percent enhanced capacity.

Amount

Earth work in excavation in foundations 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 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 metres.

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

Dressing of earth work ((i)) New work or remodeling work.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige from (a)0 upto 450m

(b) 450m upto 1Km (pacca)

(c) 450m upto 1Km (katcha)

(d) 1 km to 10 km ( pacca)

(e) 1 km to 10 km ( katcha)

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- ((a)) Discharge upto 1.5 cum/s km

Compaction: Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Extra for rolling to specifications.

Dismantling brick work tile, masonry or tile lining ((b)) In cement

Dressing side slopes and preparation of sub grade for lining.

Providing and laying Cement concrete (M-15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per 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)

Providing and laying Cement concrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply ,carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications

Filling of construction joints with sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth

Filling expansion joints with special impervious hot pour 12.5mm wide

(M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron

Extra bitumen painting at 0.69 Kg. per sqm

Dag Belling single kassi stroke

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H upto 0.5 m

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab With H upto 0.5 m

Adjusting A.P.M. to the correct Y and fixing in position:- In case of new outlet where no dismantling and reconstructing of gullet wall is involved.

Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H upto 0.5 m

Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

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.

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

AMBEY CONSTRUCTION CO