Relining of Bed Lining of IGMN from RD 206 to 208 (Package 363)

Amount

Cutting and burning cactus and thorny bushes and sarkanda.

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

De-watering by pumping water to maintain desired level including cost of POL/ power consumption etc complete 10 to 19 HP

Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m ( 4 ft. silt depth taken)

Add Extra over above item for additional lead upto 200 meters.

Extra for slush or daldal that which will support man's weight (1/4 qty. of silt clearance.)

Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: Kassi work undressed.

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)

Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.

Dressing of earthwork

Carriage of good earth for lead 1/2 km kachcha

Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.

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

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.

Providing, Laying and spreading of HDPE geomembrane confirming to IS specifications, on sub grade including jointing and cost of jointing material. HDPE 500 Micron

Providing & laying 10 cm thick Cement concrete lining , cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 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 specification complete in all respect including cost of primer. In bed, including pumping, scaffolding, curing, composite weight batching, transit mixer, admixer and paver

Providing & Laying Cement Concrete Lining 10 Cms. thick cast in situ 1:2:4 (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. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days (Deduction of Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.)

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)

Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in grade M15, 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate(20mm nominal size))

Filling of open joint of STL and DTL in CM 1:3

Demolishing Brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 m lead as per direction of Engineer-in-charge

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per direction of Engineer in charge 1:4:8 or Leaner mix

Supply of synthetic Fibre 6/12 mm long. (125 gm packing) for mixing in cement plaster/ CC Lining/ CC floring or RCC confirming to IS specification

Supplying informatory reflective sign boards make of 2mm thick MS sheet, stove enamelled paint as per IRC-67 -1977 fixed on angle iron of size 65X65X6mm of 3m long comp. in all respect duly post painted in alternate band of black/white synthetic enamel paint and hold fast at bottom 60X80cm with size of square of 40cm

Light vehicle i.e. Jeep, and cars etc.

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

Bricks/ Tile bats of clinkers at site ( 350 nos. brick bats @ Rs 1500 per 1000nos

Supplying and fixing pre cast RCC stones (M-15 mix) using one percent of 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. 200 Meter stone(size 15 x 10 x 65 cm)

Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2, For Grading III Material