Estimate for cross drainage structure at RD 140900 of 2nd Patiala Feeder.

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Rehandling of earth work

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

Dressing of Earthwork

Earth work in excavation of foundation of structures asper drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil B) mechanical means c) depth above 6 m

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 above1.5 mtr depth but upto 3.0 m

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

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

Dressing of Dowel

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 lining75mm. thick or less laid manually for irrigation channels, usingcement concrete M15withcement content325kg/cum mixed inanautomatic 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)

Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer

Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer

Filling Contraction Joint with sealing compound complete in all respect

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

Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.A) PCC grade M15

Plain/Reinforced cement concrete Grade M25 in foundation and plinth complete as per drawing and Technical Specifications F) Height 5 to 10m RCC grade M25 ii) with batching plant,TM and concrete pump

Cold twisted detormed (Ribbed/ Tor steel)Bars (Fe500grade as per IS 1786-2008) , for R.C.C works,where not including in the complete rate of RCC including bending and binding placing in position complete

Stone or Kankar block pitching a) horizontal

Stone or Kankar block pitching b) On slopes

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS458-2003 into trenches for all depths and layingout 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 benchings, haunches and envelopes are completed.The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. D)RCC pipe NP-4 s) 2000mm i/d pipe

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification

Dismantling brick work tile, masonry or tile lining b) in cement

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