Renovation and Modernization of Anoopgarh Shakha RD 195.400 to RD 237.050 and Renovation and Modernization of Satrana Minor RD 0.000 to RD 13.400

Amount

Construction of pucca bench mark muttom of size 30X30X75cm in cement concrete (1:3:6) with 750mm long size 25X25X4mm MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lifts complete at every 500 feet interval.

Up rooting of Juliflora/Sarkanda Pahari kikkar or arrows up to 0.50m depth below ground level.

Extra for slush or daldal that will support man's weight

Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 cumecs and above ; Kassi work undressed

Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 cumecs and above ; Earth work undressed combined lead up to 50M.

Earth work excavation in ordinary soil for Disty. And minors having discharge less than 10 cumecs; Earth work undressed combined lead upto 50 mtr.

Earth work excavation in ordinary soil for Disty. And minors having discharge less than 10 cumecs; Kassi work undressed.

Earthwork rehandling undressed with combined lead upto 50m

Add Extra for Carriage of Earth (over earthwork excavation) additional lead up to 1 Km Kaccha.

Add Extra for Carriage of Earth (over earthwork excavation) additional lead up to 2 Km Kaccha.

Extra on earth work for laying in 15 to 25cm layers including dressing & watering as per specifications (water to be made available by the department at one place of work site)

Compaction of earth work by mechanical operated vibro compactor/any other mechanical means to attain a density of 95% of maximum Dry Density.

Ramming by earthwork in layers by wooden or iron rammers as per specifications to attain a density 90% of maximum dry density

De-watering by tractor 35 to 45 HP fitted with local; Burma size 8"-10" dia vertical/horizontal type complete with all accessories.

Dismantling up to 1.50M in foundation and/or 1.50M above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. Dismantling brick/tile work. In cement mortar

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Lime Concrete, cement concrete grade M-10 and below

Dismantling single tile lining including disposal of material. With in 0.5 km lead.

Dismantling of Double tile lining & disposing of the material with in 0.5 km lead).

Silt clearance/removal of blown sand/berm unloading undressed with combined lead up to 50M for lined canal section for FSD more than 1.0M up to 2.0M.

Dressing of dowel in addition to payment for dressed earth work if top width of dowel is less than 1.0m

Dressing of bed for preparation of sub grade for lining including removal of irregularities up to 7.50cm depth.

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Supply of HDPE geomembrane 300 micron thickness, as per specification

Laying and spreading of LDPE/HDPE film on sub grade including jointing and cost of jointing material

Providing and laying 10 cm thick cement concrete lining M-15 grade (Minimum cement content @ 322 kg/cum of concrete) using well graded crusher broken aggregate nominal size 20mm, confirming to IS 383, manufactured in fully automatic batching plant transported to site of work in transit mixture and laying the same with mechanical concrete paver including cost of pumping, curing, all machinery required etc complete in all respect In bed.

M-15 Single PCC block (30X15X5 cm) lining on side slope of channel consisting of :- (i) 12 mm Cement plaster in cement mortar 1:6 on sub-grade (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above (iii) 50mm thick blocks in cms 1:3 cement mortar with 6mm thick cement mortar layer / Brick/Tile lining . At Side Slope

Providing and laying 10 cm thick cement concrete lining M-15 grade (Minimum cement content @ 322 kg/cum of concrete) using well graded crusher broken aggregate nominal size 20mm, confirming to IS 383 manufactured in fully automatic batching plant transported to site of work in transit mixer and laying the same with mechanical concrete paver including cost of pumping, curing all machinery, templates & scaffolding allowance required etc complete in all respect In side slope.

Providing and Laying C.C, in position canal dowel including curing compaction & cost of centering, shuttering in CC 1:2:4 (1 Cement : 2 Coarse aggregate : 4 graded stone aggregate 20mm nominal size)

Laying in position cement concrete for canal dowel including curring compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stoen aggregate 40 mm nominal site)

Providing & Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.

Earthwork in foundations trenches lift upto 1.5m stacking the excavated soil clear from the edge of excavcation and them returning the excavated soil in 15cm layers when required into sides of foundatiojns etc consolidatin each deposited layer by ramming and watering and then disposing of all surplus soil as dircted within a lead of 30m in ordinary soil like andy loam or soft clay etc. (For Dowel)

Recovery of bricks/tiles bats

Rubbing and clearing the surface of existing tile lining to be used as sub grade both in bed and side slopes by means of wire brushes water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer in charge for preparation of surface.

Curing of lining for 28 days.

Pumping charges from source provided by the Dept. for supply of water to lining heading.

Extra charges for water spray on sub grade of canal in bed and side slope before laying plain concrete / brick / tile lining.

Extra for scaffolding & template allowance on tile, brick and concrete lining for side slope & curved portions

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4) centering shuttering painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification, RCC M20 Grade using With Batching Plant, Transit Mixer and Concrete Pump

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300

Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1309

Temporary compensation for the land with crop i.e. for Eighteen month period.

Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600X800mm with size of square of 400mm

Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. GUIDE STONE (for RD Stone)( size 20 x15x120 cm)

RAJENDRA SINGH BHAMBOO INFRA PRIVATE LIMITED

dayanand contractor

krishna and Company

SCC Infrastructure Pvt. Ltd