Estimate for Remodeling/Relining of Phool Disty RD 57500-156139 off taking at RD 276425/L of Bathinda Branch(Slice RD 81050 - 93000)

Amount

Dismantling Brick Work Tile, Masonary or tile Lining In Cement (As per CSR item No. 8.5 (b))

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 4.5 cum/sec (26.24 c)

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation 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 lift and combined lead up to 30 mtr. (6.19)

Excavation of soil using hydraulicexcavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and lead .Disposal//carraige from 0 upto 450 m

Disposal/carraige additional beyond 450 m utpo 1 Km

Disposal/carrige for every additional km upto 10 km

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(24.5 c (i))

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 c (ii))

Extra for rolling to specifications.(24.5 c (iii))

Dressing of Earthwork (new work or remodelling) (6.3 i)

Extra for dressing of dowel.(6.12)

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

Depth exceeding 1.5 mtr but upto 3.0 mtr

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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.(6.6)

Dressing side slopes & preparation of sub grade for lining.(19.2)

Dressing of Bed and prepration of sub grade for lining.(19.1)

Putting (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.(19.12)

Cement concrete lining 10 cm thick or less with mechanical paver for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (concrete lining on bed and on slide slopes upto vertical height 2.0) (19.36 a)

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixers with an average lead of 1 KM (For Trapezoidal section and Cup section of all Radii) (19.4)

Filling Contraction Joint with sealing compound complete in all respect.(19.16)

Filling expansion joints with special impervious hot pour 12.5mm wide.(19.16)

Extra bitumen painting at 0.69 Kg. per sqm.(13.54)

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

E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type.(10.10(a)(ii))

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.(11.9)

RCC M-20 in superstructure. (10.20)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)(9.10)

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.(9.80)

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.(18.18)

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 i) (Average B of outlets is taken 0.20)

Laying Cement Concrete 1:3:6 with stone ballast or shingle mixing by Mechanically Means using Concrete Mixer (10.12-a(ii))

R.C.C M-20 Mechanically Batch mixed using batch type concrete Mixer in Foundation and Plinth. (10.15)

RAJ KUMAR CONTRACTOR

AMANDEEP SINGH CONTRACTOR

CHAMAN LAL GOYAL CONTRACTOR

V.K.& SONS

HARDEV SINGH AND CO.