Reconstruction of Raika Feeder RD 0 - 52000 off taking RD 448000/TF of Bathinda Branch. (Slice RD 28610 - 40000)

Amount

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

Dismantling brick work tile, masonry or tile lining In cement

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m.

Dressing of Earthwork for new work or remodeling work.

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

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

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

Extra for rolling to specifications

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 :-Disposal/carraige from 0 upto 450m

Disposal/ carraige additional beyond 450m upto 1 km

Disposal/carraige for every additional Km upto 10 Km

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for lining

Excavating conglomerate for drains and bed sleepers under the 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 :- 0 to 1.5 m depth

depth exceeding 1.5 ms but upto 3.0 ms

Cement concrete lining 75mm. thick or less 17laid manually for irrigation channels, using cement concrete M-15 with cement content325 kg/cum mixed in an automatic computerized Batching & Mixing Plant andtransported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDALSECTION AND CUP SECTION OF ALL RADII)

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 andtransported to the site in transit mixers with an average lead of 1 Km (1)-Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.

Filling Contraction Joint with sealing compound including supply and carriage of all material complete in all respect

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved

Centring and shuttering for slab of culverts for vent height up to 3.00 mtr

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H more than 0.5 m. but upto 0.9 m

Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:- With H more than 0.5 m. but upto 0.9 m

Extra over item No. 20.3(a) in case of old Outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. B of the outlet upto 30 m.m. With H more than 0.5 m. but upto 0.9 m

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

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 (min wt 65 kg)

Cement concrete 1:3:6 with stone ballast or shingle 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 superstructure.

First class burnt brick work laid in cement sand mortar 1:3 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

Extra Bitumen painting at 0.69 kg per sqm

PROVIDING & FIXING DISTANCE MARKS

Polythene film / sheet of 100,125,150,200,250 micron

ASHOK KUMAR BANSAL GOVT CONTRACTOR