Renovation and Modernization of Anoopgarh Shakha from RD 237.060 to 262 and Kodiband Minor RD 0 to RD 13.16 with refixing of APM and Adamwala minor RD 0-5.9 with refixing of APM (Package 173)

Amount

Construction of 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 .

Up rooting 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 with combined lead upto 50 mtr.

Earth work excavation in ordinary soil for Distributies and minors having discharge less than 10 cumecs : Kassi work undressed.

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

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

Earthwork excavation for Lip Cutting in ordinary soilfor disty. & minors having vertical height upto 0.75m., kassi work including rehandling with dressing of earthwork.

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)

Dressing of earthwork.

Jungle clearance, ordinary including cutting bushes, shrubs and plants etc. for original earth work.

Silt clearance/ removal of blown sand / berm unloading undressed with combined lead upto 50 m. For lined canal section. (a) For FSD upto 1 m.

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.

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 1.5m 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 with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means In cement mortar.

Dismantling up to 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 with in a lead of 1000m. [MoRTH Specification clause 202]Concrete By Manual Means.Lime concrete, cement concrete grade M-10 and below.

Dismantling of lining and disposing of the material with in 1/2 km lead.single tile

Dismantling of lining and disposing of the material with in 1/2 km lead.double tile

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

Providing, laying and spreading of HDPE geomembrane confirming to IS specifications,on sub grade including jointing and cost of jointing material HDPE 300 micron.

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications.On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days

Providing & Laying 10 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer.In Bed, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.

Providing & Laying 10 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer. In Side Slopes, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.

Providing and Laying , in position cement concrete for canal dowel including curing compaction & cost of centering, shuttering inM15 CC 1:2:4 (1 Cement : 2 Coarse aggregate : 4 graded stone aggregate 20mm nominal size)

Providing & Laying in position cement concrete for Canal Dowel foundation,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.

Recovery of bricks/tiles bats

Rubbing and clearing the surface of existing brick/ tile lining to be used as subgrade 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 engineere.incharge for preparation of surface.

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

Temporary compensation for the vacant land during one crop period (for six months period). For 12 months for command area.

Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.

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 ( size 20 x15x120 cm)

Brick masonry work with mortar 1:3 (1-cement ;3-sand) 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 Cement

PCC 1:3:6 in Foundation (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 open foundation complete as per drawing and technical specifications P.C.C.M-15 grade (1:2:4)

Brick work with Non modular flyash brick conforming to IS: 12894 :2002 of class designation 10.0 in superstructure above plinth level upto floor five level in. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)

Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick

U-PVC pipes (working pressure 4 kg / cm^2) Single socketed pipe 110 mm dia.Type-A

Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) In ordinary soil like sandy loam, soft clay etc.