Estimate for concrete lining of 1-L Minor (RD 0-16750) of 5-R distributary

Amount

Ordinary Jungle Clearance of both banks of running distributaries, minors and drains including boundary road upto 1.5 cumecs

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.

Excavation in Soil using Hyraulic JCB hydraulic trolley with disposal upto 450mts 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 leads

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads load 1.28km katch

Extra for laying earthwork as per specification for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Dressing of Earthwork

Earthwork for Lipcutting for lining of Irrigation Channels inclusive of all allowances lead and dressing 0to 1.5 mtr depth

Earthwork excavation in foundation & trenches

Dressing of side slopes and preparation of sub grade for lining complete in all respect as per pwd specification.

Laying cement slurry 1:3 with cement @2.25kg/sqms as on prepared side slopes before laying concrete on side slopes

Providing and laying cement concrete side lining 60mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to site in transit mixer.

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

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

Centering & Shuttering for faces of walls, patitions, retaining walls & other like (vertical or batening including attached pillasters butresses etc when curved)

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion Joint with sealing compound complete in all respect

Applying bitumen primer coat on side of lining and top of sleeper for construction joint, expansion joint & contraction joint complete in all respect.painting at 0.69 Kg. per sqm

Providing and laying 250mm wide LDPE film 150 micron over sleepers

Cement concrete 1:3:6 (M-10) with stone ballast using concrete mixer volumetric type

R.C. Conc 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type

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.

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)

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.

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

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

RCC M-20 in superstructure

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

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

Dag Belling single kassi stroke complete in all respect

V.K.& SONS