Reconstruction of Mehta minor RD 0 -14000

Amount

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

discharge upto 1.50 cumecs.

discharge 1.50 cumecs - 4.50 cumecs

discharge exceeding 4.50 cumecs

Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with 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 60 m.

Excavation in soil using Hydraulic JCB and hydraulic Tractor trolley with disposal upto 450 meters i/c cutting and loading in Trolley, trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to the embankment locations with all lifts and leads.

Extra for carriage of Earth/soil beyond 450 m but upto 1.0 km with Hydraulic tractor trolley. (Katcha)

Extra for carriage of Earth/soil beyond 450 m but upto 1.0 km with Hydraulic tractor trolley. (Pucca)

Extra for carriage of Earth/soil along Katcha bank of canal beyond first 1 km to 10 km with Hydraulic tractor trolley. (Katcha)

Extra for carriage of Earth/soil along Katcha bank of canal beyond first 1 km to 10 km with Hydraulic tractor trolley. (Pucca)

Extra for carriage of Earth/soil along Katcha bank of canal beyond 10 km with Hydraulic tractor trolley.

Note - The actual lead is to be paid if the lead is in fraction, the lead is to be worked out by interpolation.

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

Dressing of Earthwork.

Dressing of Dowels in addition to payment for dressed earthwork.

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

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 mtr depth.

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters.

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

Laying Cement water slurry 1:3 with cement @ 2.25 kg per Sqm as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete lining 10 cm thick or less (75 mm thick) (with mechanical paver) for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing plant and transported to site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete lining 10 cm thick or less (75 mm thick) (manually) for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing plant and transported to site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete lining 10 cm thick or less (60 mm thick) (with mechanical paver) for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing plant and transported to site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete lining 10 cm thick or less (60 mm thick) (manually) for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing plant and transported to site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

Providing and laying cement concrete M-15 for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications

Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like (vertical or battening including attached pilasters buttresses etc when curved).

Filling of contraction and expansion joints with sealing compound to be applied hot after applying primer coat including supply and carriage all material complete in all respect.

Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and Engineer-In-Charge.

Laying LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and Engineer-In-Charge.

Making temporary sirki sarkanda godown 3 m x 3 m with walls 2.5 m high 1.5 brick thick burnt brick (excluding cost of bricks) but including cost of other materials.

Providing & Fixing Boundary Pillars.

Providing & Fixing Distance Marks.

Dag Belling single kassi stroke complete in all respect.

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Hydraulic works

Non- Hydraulic works

E/W involved in Dismantling of outlet

with 'H' upto 0.50 m

with 'H' more than 0.50 m but up to 0.90 m

with 'H' more than 0.90 m but upto 1.10 m

Dismantling of APM/O.F. type outlet involved dismantling cement masonry & RCC slab

with 'H' upto 0.50 m

with 'H' more than 0.50 m but up to 0.90 m

with 'H' more than 0.90 m but upto 1.10 m

Adjusting new APM block in correct 'Y' and fixing in machine.

Cement Concrete 1:4:8 with brick ballast 40 mm gauge.

Brick Masonry in 1:4 CSM in foundation & Plinth.

R.C.C (M-20) for slab.

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.

Extra labour for dressing of bricks for outlet

with 'H' upto 0.50 m

with 'H' more than 0.50 m but up to 0.90 m

with 'H' more than 0.90 m but upto 1.10 m

RAJINDER KUMAR CONTRACTOR

SUBHASH CHAND CONTRACTOR

ANIL KUMAR CONTRACTOR