Estimate for reconstruction (With Concrete Lining ) from RD 0 to 19080 (tail ) of Minor No. 4of Bhawanigarh Distributory off Taking at RD 34020/ R of Bhawanigarh Disty.

Amount

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

Ordinary jungle clearance of both banks of running disty., minors and drains with discharge upto 9 cum/s including boundary

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick- Jumper work is not involed 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 mtr.

Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) (a) 0-1.5mt. Depth

Dressing of Earth work ( NEW )

Dismentaling of old lining and brick work in cement sand morter.

Dressing and preparation of sub grade for side slopes. a) Side Slpoe

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 a) Side Slpoe

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

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) a) Side Slpoe

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 including supply carriage, of material complete in all respect as per design/drawing and PWD specifications

Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications a) For 60 mm thick Slab of lining

Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications

Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications

Extra for Bitumen Painting @ 0.69 kg per Sqmt.

Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications

Ordinary distance marks (Km Stone) after every 1000 feet Interval.

Earthwork involved in dismantleing of outlet'H' upto 0.50 meter

Dismantling of A.P.M of type outlet involved dismantling cement masonary and RCC slab with 'H' upto 0.50 mt

Adjusting new A.P.M block in correct 'y' and fixing in position

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

Brick masonary in 1:4 CSM

RCC M20 for slab

bending binding and placing in posiion CTD bars Fe 500

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

THE INDRA BASTI CO OP LABOUR AND CONSTRUCTION SOCIETY LTD