Estimate for Re-modelling with concrete lining of Minor no. 4 of Newada distributor RD 0-13500 off-taking ar RD 68700/R Newada distributory with 10 percent enhanced capacity.

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

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.

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

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)

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)

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

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

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

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.

Ordinary distance marks (km stone) after every 1000 feet interval

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.

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

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

Extra bitumen painting at 0.69 Kg. per sqm

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

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

Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.

Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.

Adjusting new APM block in correct ‘y’ and fixing in position

C.C. 1:4:8 with brick ballast 40 mm gauge

Brick masonry in 1:4 CSM

RCC M20 for slab

Bending binding and placing in position CTD bars Fe 500

Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt

dressing of dowel

dag belling

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per techinal clause 202 of MORT&H specifications.

Earth work evacuation in foundation where pick jumper is not involved and not exceeding 2 mtr depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of surplus soil

Cement concerete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using conrete mixer volumetric type

Shuttering for Concrete faces

Providing lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cemenmt conrete spigot and socketed pipes and specials with rubber ring ISI marked as per IS code is 458-2003into trenches for all depths and laying out the same to correct alignment , gradients ,levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding bebchings, haunches and envelopes are completed.The pipes shall rest on the beds at all joints through their lenghts and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisaction of the Engineer-in-charge including all cartage etc. R.C.C Pipe NP-3 600 mm i/d pipe

First class burnt brick work laid in cement sand mortar 1:6

10 mm thick cement plaster 1:4 cement sand mortar for side walls

Cement Cone. 1:2:4 With stone ballast or shingle mixing by mixer volumetric type

GARG BUILDERS