Construction of Road underpass below irrigation canal at tahab

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Extra for every additional lift of 1.50m or part thereof in all kinds of soil

Extra for additional lead of 1.0Km or part thereof in all kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts complete

Granular sub base/ base/ surface course with local material by mix in place method normal construction of granular sub base by providing local material spreading in uniform layers eiht mortor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting wiht smooth wheel roller to achieve the desired density complete as per clause 401.4 as per Technical specifications Clause 408. for soil stablisation. i/c Carriage of all materials involved.

Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:3:6 (1cement: 3 fine sand: 6 graded stone aggregate 20mm nominal size)(Crushed).

Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in charge. Note: - Cement in this item is @ 360 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in charge. Note: - Cement in this item is @ 360 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth upto floor V level.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached plasters, buttresses, plinth and string courses etc.

Provding Weep holes in reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe extending through width of the structure with slop of 1 V: 20 H towards drawing face complete

Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in charge. Note: - Cement in this item is @ 360 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth upto floor V Level

Reinforcement for R.C.C work including straightening cutting, bending placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more..Including carriage of all materials involved with loading unloading and stacking complete.

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm with smaller size towards the wall and provided over the entire surface behind abutment, wing wall and return wall tot he full height compacted to a firm condition complete as per drawing and technical specification. i/c carriage of all materials involved

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs landings, balconies and acess platform.

carriage of different materials by MT i/c loading, unloading stacking complete

Coarse Aggregate av lead 10 km

Sand av lead 10kms