REHABILITATION OF 11 NOS. DISTRIBUTARIES/MINORS OF KANDI CANAL STAGE 1 HOSHIARPUR (MIRPUR MINOR FROM RD 4850 TO 6050 MTR)

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- (26.24(a)) Discharge upto 1.5 cum/s

Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long.

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.

Dressing of earth work ((i)) New work or remodeling work.

Dag-belling:- ((a)) Single Kassi stroke minimum 7.5 cm depth.

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 ((a)) Disposal/carraige from 0 upto 450m

((b)) Disposal/ carraige additional beyond 450m upto 1Km

((c)) Disposal/carraige for every additional 1Km upto 5.37 Km

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for 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 :- ((a)) 0 to 1.5 m depth

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)

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.

Filling contraction joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Extra bitumen painting at 0.69 Kg. per sqm

Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Dismantling brick work tile, masonry or tile lining ((b)) In cement

((b)) In cement

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

12.5 mm thick cement plaster 1:3

Cement concrete 1:2:4 volumetric with stone ballast or shingle by mechanical means using concrete mixture using volumetric type.

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

Dressing side slopes and preparation of sub grade for lining.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil (B) Mechanical Means (a) Depth upto 3 m

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (F) RCC Grade M25 ((a)) Height upto 5m ((ii)) With Batching Plant,Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing andTechnical Specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (B) Sandy material

Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (A) D.I. Pipe as per IS 8329 DI-K7 (( c)) 150mm i/d pipe lines laid complete

Earth work for outlet:- ((a)) Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing) ((i)) Channel discharge upto 1.5 cums per second.

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. ((a) ) Pipe or barrel type outlets ((i)) Channel discharge upto 1.5 cum/s

Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Earth work for outlet:- ((a)) Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing) ((i)) Channel discharge upto 1.5 cums per second.

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. ((a) ) Pipe or barrel type outlets ((i)) Channel discharge upto 1.5 cum/s

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (A) D.I. Pipe as per IS 8329 DI-K7 (( c)) 150mm i/d pipe lines laid complete

Laying RCC 1:2:4 (M-15) batch mixed with stone ballast or shingle

Bending binding and placing in position steel reinforcement 10 mm dia bars as per drawing

Bending binding and placing in postion steel reinforcement 10 mm dia bars as per drawing

Laying C.C. M-10 with stone ballast or shingle i/c supply and carriage of material at site of work complete in all respects

Laying RCC 1:2:4 (M-15) batch mixed with stone ballast or shingle

ANY OTHER ITEM

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