Construction of RCC road at Bensa Colony upto Canal Masat. (1st call)

Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and dsposing off the excavated stuff upto 50 Meter lead (A) Loose or soft soil.

Providing and filling rubbles including hand packing and filling interstices with quarry spalls behind abutments and between retuns as directed. (more than 10 ton).

Providing and laying cement concrete 1:3:6 (1-Cement :3-coarse sand : 6-crushed stone aggregates 20mm nominal size) and curing complete including cost of formwork in Wall Caps/Copping (more than 10 ton).

Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete. (more than 10 ton).

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement concrete work, using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to sited of work in transit mixer for a lead upto 10kms having continuous agaitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475Kg) Labour charges for complete trimix work including floater, dewatering, Skeed Vibrator. "V" groove etc. of site of laying including the cost of channel centering, shuttering, finishing.

Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work.

Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per derawings including centering shuttering, scaffolding where neceessary, laying vibrating, curing and finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return (more than 10 ton).

Providing, laying, spreading wet macadam (300mm) thick in base course by mechanical mean and compacted graded stone aggregates by using 40mm machine crushed black trap metal at a rate of 0.40Cu.mt./10Sq.mt, 20mm nominal size machine cruhed metal to be used at a rate of1.35Cu.mt/10sq.mt, 10mm nominal size machine crushed metal to be used at a rate of 1.20Cu.mt/10Sq.mt, coarse sand to be used at a rate of 0.60Cu.mt./10Sq.mt and stone dust to be used at a rate of 0.40Cu.mt/10Sq.mt to wet mix design specification including pre-mixing the material with water to OMC mechanical mixture (wet mix macadam plant) including carriage of mix material tipper to the site of work etc. complete as per Most specifiation and directed by engineer in charge.

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton).

Providing and supplying in standard length ISI mark rigid unplaticised PVC Pipes suitable for potable water with cement joints including cost of couplers as per IS Specification No.4985/1988 incl. All local central taxes, transportation, freight charges, octroi, inspection charges, loading unloading conveyance to deparr stone and including cost of jointing materials i.e. solvant cement etc. complete Test pressure 6 Kg./CM2 110mm dia.

Loosen de-silt and throughly clean and remove debris and objects such as boulders, bricks etc, bacteriological slimes, Roots, Encrustation, Grease, carbonated deposits etc. from running storm water drain line manually or by super sucker machine with high flow jetting and vaccum system if agency intends to use it, or any other method as approved by Engineer-in-charge including safe disposal of silt/debris/malba/objects etc. with carting, loading, unloading within 2 kilometer limit as directed by engineer-in-charge, rate includes 100% recording and submitting 3 sets of CD and sufficient copies of still photographs. Rate also includes supply of all material, labours, tools and plants, temporary power connection with standby Generator of sufficient power output, gas detector, forced air ventilators and provision of safety equipment as per guideline laid by ISI 1972 (and 1987), and proper lighting at night, barricading, display of sign boards, item includes De-silting work for existing storm water drain of varying ng.e from 0.75mt.to 1.2 mts. x 0.75 mts. to 1.5 mts. height.

Chandrashekhar R. Pande

Shahiya Construction

Avadh Construction

K G N ENTERPRISES

ISHWAR K ROKADE

M/s Rajguru Construction

HIREN CONSTRUCTION

H R THAKOR

chauhan group

RAJENDRASINH RUPSINH DODIA