Rehabilitation, Renovation and Modernization of Kastiwal Minor from RD 0 to 21600 Tail.

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. For Discharge upto 1.5 cum/s.

Excavation in Soil (any type) 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.

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

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Disposal/carraige from 0 upto 450m.

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Disposal/ carraige additional beyond 450m upto 1Km

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Disposal/carraige for every additional Km upto 5Km

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.

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.

Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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.

Extra bitumen painting at 0.69 Kg. per Sqm. 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 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). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. For 0 to 1.5 m depth.

Compaction complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing) with 'H' upto 0.5m

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e., concrete R.C. slab and cement masonary.with 'H' upto 0.5m

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outletswith 'H' upto 0.5m

Providing APM cast iron Block complete in all respects including suplly of pig iron, casting and pattern making, as per ISI Specifications No.7986-1976 (for B= 0.4')

Adjusting A.P.M. to the correct 'Y' and fixing in position

Cement concrete 1:4:8 with brick ballast, hand mixed including supply, carriage, loading and unloading of all material at site complete in all respect

First class burnt work laid in cement sand mortar 1:4 in Foundation and plinth, including supply, carriage, loading, unloading of all materials at site complete in all respect

Extra labour for dressing bricks on O.F. and APM outlets with ‘H’ upto 0.5 m

Reinforced cement concrete M-20 Mechanically batch mixed using batch type concrete mixer as per I.S.1791 and vibrated by needle vibrated but excluding steel reinforcement centering & shuttering in foundation and plinth, complete in all respect

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade 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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Any other Item

RAVINDRA KUMAR

JAI AMBEY ENTERPRISES