Estimate for concrete Lining of 6-R Distributary from RD 0-142700 (Reach RD 124295-142700)

Amount

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

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.

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

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

Dressing side slopes and preparation of sub grade for lining.

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

Filling expansion joints with special impervious hot pour 12.5mm wide.

Cement concrete lining 10cm. thick or less with mechanical Paver 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 ((a)) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.

Centering and shuttering for faces of concrete lining on the side slopes and bed, complete in all respects.

FILLING CONTRACTION JOINT WITH SEALING COMPONENT COMPLETE IN ALL RESPECT

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 RESPECTS IN PWD SPECIFICATIONS

PROVIDING AND LAYING CEMENT CONCRETE M-15 FOR SLEEPERS MIXED IN AUTOMATIC COMPUTERISED BATCHING AND MIXING PLANT AND TRANSPORTED TO THE SITE IN TRANSIT MIXERS COMPLETE IN ALL RESPECTS IN PWD SPECIFICATIONS

Dag belling single kassi stroke complete in all respect

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

Extra bitumen painting at 0.69 Kg. per sqm

Earthwork excavation for sleepers under the lining.

Earthwork for compaction in 20 cm layers and dressing.Extra for watering the earth.Extra for rolling to specifications.

Providing & Fixing Distance Marks: C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric 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.

Providing & Fixing Outlets Patrolling Side: 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.

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.

Providing & Fixing Outlets Non-Patrolling Side: 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.

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.

HEMANT KUMAR CONTRACTOR

NARESH KUMAR DUGGAL

GURDEV SINGH CONTRACTOR

MANMOHAN SINGH CONTRACTOR