Estimate for Rehabilitation Renovation and Modernization of Rasulpur Distributary from RD 56956 to 67850

Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Remodeling/construction of outlets (PB)

Remodeling/construction of outlets (NPB)

Tail Cluster

Dismantling brick work tile, masonry or tile lining in cement Note:For hydraulic works, which are required to be dismantled these shall be enhanced by 50 per cent

Earthworks 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 upto 450 m

Earthworks 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 beyond 450 m but upto 1 km

Earthworks 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 for additional 1 km upto 5 km

Earthworks excavation of Soil (any type)using hyraulic excavator CK90 with hydraulic excavator of .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 30 m

Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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. (CSR item no. 6.6) )

Rehandling of earth work Complete in all respect as per drawings, designs, specifications and instructions of Engineer In-charge

Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Compaction Extra for rolling to specifications.

Royality

Lining Cement concrete lining 10cm. thick or less with mechanical Paver 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 a) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 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)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 ( for sleeper and coping)

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR Item no. 19.19-a)

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing ( 1.50 mtr depth to 3 mtr)

Fixing of boundary pillar,provided on both sides of distributary per 1000 feet interval

Fixing of distance marks provided per 500 feet interval

Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

Laying LDPE Film of 150 micron over sleepers for construction and expansion joints including supply and carriage & loading and unloading of all materials complete in all respect as per PWD specification and engineer-in-charge

Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54)

Cold twisted deformed bars Fe-500 for RCC work where not including in the complete rate if rcc including bending and binding plaing in position complete.

Any Other

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