ESTIMATE FOR RECONSTRUCTION OF CHANDNAWAN MINOR (RD 0-15950) OF KINGWAH DISTRIBUTARY SYSTEM

Amount

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

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.

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

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

LINING: Dressing side slopes and preparation of sub grade for lining.

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.

Putting cement water slurry 1:3 with cement @2.25kg/sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

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)

Providing and laying 250mm wide LDPE film of 150 micron over sleepers

Filling contraction joint with sealing compound complete in all respect.

Applying bitumen primer coat on side of lining and top of sleepers for construction joints, contraction joints and expansion joints complete in all respect.

Filling expansion joint with sealing compound complete in all respect.

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

Dismantling brick work tile, masonry or tile lining in cement.

Dismantling cement concrete plain 1:4:8 or 1:5:10

Dressing of earthwork

Dag Belling single kassi stroke complete in all respect

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 masonry. With 'H' upto 0.5 m.

Extra labour for dressing of bricks for outlet With 'H' upto 0.5 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

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

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

10 mm thick cement plaster 1:3

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Excavation of soil using hydraulic excavator and hydraulic tractory trolley tippers I/C cutting and loading in trolley and transporting to the embankments location with all lifts and leads, excluding royalty.

SUKHDEV SINGH CONTRACTOR (BID ID -621391)

SIDHU CONSTRUCTIONS CO. (BID ID -621348)

AMANDEEP SINGH CONTRACTOR (BID ID -621480)