Estimate for remodeling (with concrete lining) of Hariyoo branch of Ladbanjara Disty with 10 percent enhanced capacity from RD 0-38555(Tail) off taking at RD 82360/L of Ladbanjara Disty.

Amount

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.

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

Dressing of earth work New work or remodeling work.

Dismantling brick work tile, masonry or tile lining ((b)) In cement

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Dressing side slopes and preparation of sub grade for lining.

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

Filling expansion joints with special impervious hot pour 12.5mm wide

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

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)

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

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

((iii)) Extra for rolling to specifications.

(a)) Dismantling of Flexible Pavements (By Mechanical Means)-Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- ((a)) Discharge upto 1.5 cum/s

Filler joint ((iV)) filling of contraction joint

(M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron

Extra bitumen painting at 0.69 Kg. per sqm

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

) Earth work for outlet:- Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) ((i)) With H upto 0.5 m

Dismantling outlets including removal of dismantled material involving lead upto 100 metres c )) Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab ((i)) With H upto 0.5 m

Adjusting A.P.M. to the correct Y and fixing in position:- ((a)) In case of new outlet where no dismantling and reconstructing of gullet wall is involved.

Extra labour for dressing bricks On O.F. and A.P.M. type outlets ((i)) With H upto 0.5 m

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

Cement concrete 1:4:8 with stone balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type

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.

Cement concrete 1:4:8 with stone ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means

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 IS 458-2003 into trenches for all depths and laying out 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. C) R.C.C. Pipe NP -3 (i) 600mm i/d pipe

PLASTERING & POINTING 10mm thick Cement Plaster 1:4

ORDINARY DISTANCE MARKS(KM STONE) AFTER EVERY 100 FEET INTERVAL

Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal including cutting and loading in trolly trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments location with all leads. (Excluding royalty)

ASHOK KUMAR BANSAL GOVT CONTRACTOR (BID ID -642171)

HARPREET SINGH CONTRACTOR (BID ID -642173)