Renovation and Modernization of Anoopgarh Sakha from RD 281 to 321 (Package 174)

Amount

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete

Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level

Extra for slush or daldal that which 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.

Add Extra for Carraige of Earth (over earthwork excavation ) additional lead upto 2 Km.

Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)

Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 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

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

Providing, Laying and spreding 0f HDPE geomembrane confirming to IS Specification, on subgrade including jointing andcost of jointing matrial. HDPE 300 Micron

Providing & laying 10 Cms thick Cement concrete lining, cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri: 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of machenical mixer, formwork & vibrator, applying primer confirming to IS :3384 in panel side,finishing etc. as per specification complete in all respect including cost of primer. In Bed, including, pumping, scafflding, curing, composite weight batching, trasit mixer, admixture and apver

Providing & laying 10 Cms thick Cement concrete lining, cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri: 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of machenical mixer, formwork & vibrator, applying primer confirming to IS :3384 in panel side,finishing etc. as per specification complete in all respect including cost of primer. In side slope, including, pumping, scafflding, curing, composite weight batching, trasit mixer, admixture and apver

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 20mm nominal size)

Recovery of bricks/tiles bats of clinkers at site (350 nos. Brick bats @ Rs 1500 per 1000 nos)

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 engineer 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 Cement 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

krishna and Company