Bhawanigarh Distributary

Amount

Jungle clearance on running canals and branches, and drains with discharge more than 53 cs/sec.but upto 159 cs /sec.

Earth work in excavation of foundation of structures as per drawing and technical specifications, including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material.Mechanical Means Depth upto 3 m

Excavation of soil (any type) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lifts and combined lead upto 60 mtr.

Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal upto 5.05 km including cutting and loading in trolly trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments locations with all leads. 5.05KM including first 2km katcha+ 1km pakka +2.05 km katcha .

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

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

(b) 1.5-3.0 mtr depth

Dressing of Earth work (New)

Dismantaling of old lining and brick work in cement sand mortar.

Dressing and preparation of sub grade for side slopes. a) in bed

b) In side slope

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 and unloading of material complete in all respect as per design/drawing and PWD specifications. a) in bed

b) In side slope

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

Providing and laying cement concrete lining 75mm thick or less manually for irrigation channels using cement concrete (M-15) 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 spcefications (on side slope vertical height up to 3.50 mt.) a) in bed

b) In side slope

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

Filling of expansion joints with special imperevious hot pour 12.5 mm wide uncluding supply, carriage, of material complete in all respect as per design/drawing and PWD specifications. a) For 75 mm thick slab of lining

Providing and laying LDEP 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 7.5cm depth complete in all respect as per design/drawing and PWD specifications.

Making temporary sirki sarkanda godown 3mx3m size with walls 2.5 mt. height 1.5 brick thick burnt brick but including the cost of other materials.

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

Earth work involved in dismentalling of outlet H upto 0.50m

Dismantling of APM of type outlet involved dismantling cement masonary& RCC slab with 'H' uptp 0.50 mt.

Adjusting new APM block in correct 'y' and fixing in position

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

Brick masonry in 1:4 CSM

RCC 1:2:4 for slab

Bending binding and placing in position CTD bars Fe 500

Extra labour for dressing of bricks for outlet with (H) upto 0.50mtr

Any other items

MANMOHAN SINGH CONTRACTOR

HEM RAJ CONTRACTOR