Estimate for Remodelling Reconstruction of Boha Disty RD 0 to 114050 and Minor No 6 and 8 by concrete lining M 15 concrete mix Mixed in automatic batching and mixing plant carried to site of work in transit mixers minor no 08 of boha disty

Amount

Polythene films/sheet of 100,125, 150, 200, 250 micron

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

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

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.

Dag Belling Single Kassi Stroke

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

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

Centring and Shuttering (a) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Hoisting, Roofing and Water Proofing (a) Extra bituman Painting at 0.69 kg. per sqm

Dressing of side slopes and preparation of sub grade for lining

Putting 1:3 ( cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete on bed and side slopes

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

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

Cement concrete lining 75 mm. 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).

Filling Constructions joints with special impervious hot pour 12.5 mm wide including supply, carriage of material completye in all respects as per design /drawing and P.W.D. specifications.

Road Work:- Compaction (i) Extra for laying earth/fly as per specification 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 specificaiton for compactions

Extra for rolling to specificaitons

Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H Specifications

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 Specification.

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 Specification.

Contruction of Outlets, Patrol Bank Side

Contruction of Outlets, Non Patrol Bank Side

DARSHAN SINGH KALER AND COMPANY