ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF FATEHNANGAL DISTRIBUTARY FROM RD 0 TO 21160

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 excluding royalty as per drawing design 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

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 1.5 ms but upto 3.0 ms.

Dressing side slopes and preparation of sub grade for 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 Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.

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 +cup section lining+ sleeper+ toe wall+ 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

Dag-belling Single Kassi stroke minimum 7.5 cm depth.

LDPE film of 150 micron over sleepers for construction and expansion joints

Extra bitumen painting at 0.69 Kg. per Sqm.

Filling contraction/construction joints with special impervious hot pour as per design and specifications

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

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.

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge exceeding 1.5 cum/s but upto 4.5 cum/s

Dressing of earth work New work or Remodelling Work

Dismantling brick work tile, masonry or tile lining In cement

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.

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.

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.

Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

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

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Painting new letters and figures of black synthetic enamel paint to an even shade

Any Other

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