ESTIMATE FOR RECONSTRUCTION OF KARYAL MINOR (RD 0-13770) AND KHOSA SUB MINOR (RD 0-6800) OF KINGWAH DISTRIBUTARY SYSTEM

Amount

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs

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

Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads

Basic Rate of ordinary earth/clay taken from private land including compensation but excluding royalty

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specifications.

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

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.

Cement concrete lining 75mm thick or less (for 60 mm)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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

Providing & laying 250 mm wide Polythene LDPE Film 150 micron over sleepers

Preparing, watering and ramming surface for laying concrete in Channels (irrigation) Horizontal

Reinforced cement concrete M-25 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 Conc 1:3:6 (M-10) with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Cold twisted deformed (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

Filling Contraction Joint with sealing compound complete in all respect

Extra bitumen painting at 0.69 Kg. per Sqm.

Filling expansion joint with Sealing Compound complete in all respect

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

Dismantling brick work lining in cement

Providing and fixing PVC Water Stop Seal 150x10 mm

Dressing of Earthwork for new work or remodeling work.

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 involving dismantling cement masonry and removing of precast R.C. Slab with H upto 0.50 m

Extra labour for dressing bricks On O.F. and A.P.M. type outlets with H upto 0.50 m

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

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

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 superstructure.

Supply of APM Block

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

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

WHITE WASHING, DISTEMPERING, PAINTING & POLISHING: Painting distance marks with synthetic enamel paint: Two coat work:Distributaries

STEEL AND IRON WORK: 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

BALJIT SINGH GILL (BID ID -692114)