Concrete Lining of Arniwala Disty RD 28000-32000

Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s. (Medium)

Earthwork Excavation from canal 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 cutting

Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead up to 8.1 Km (Rural) including cost of earth complete in all respect (Katcha)

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

Dressing of Earthwork

Dressing of Dowel

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth

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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

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

Cement concrete lining 100 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer .

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

Filling Contraction Joint with sealing compound complete in all respect

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

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Silt clearance of channels undressed and disposal of the same complete in all respect, as per instructions of the Engineer incharge including all leads & lifts, loading & unloading at proper place to be arranged by the agency/contractor himself.

Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering

Providing & Fixing Distance Marks

Providing & Fixing Outlets (Non patrol bank)

Dismantling brick work, tile masonry or tile lining (in cement mortar)

Providing safety ladders on side slopes of lining in cement concrete M-15 including fixing iron rungs 25 mm diameter of steel having anti-corrosive properties supported with 10 mm dia longitudinal bars, dismantling of existing lining, excavation of earth and disposal of earth and dismantled material with all leads & lifts at disposal site to be arranged by agency himself, including supply and carriage of cement at site of work, supply & carriage of steel, bending, binding and placing in position , supply & carriage of coarse sand and shingle from approved quarry & curing complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

M/S ASHOK KUMAR CONTRACTOR (BID ID -604787)