Construction of SLT (PhaseII) in Zone-9 at SWMF BARC

Amount

From 0.0 to 1.5 m depth below average G.L.

From 1.5 to 3.0 m depth below average G.L.

From 3.0 to 4.5 m depth below average G.L.

From 1.5 to 3.0 m depth below average G.L.

From 3.0 to 4.5 m depth below average G.L.

From 3.0 to 4.5 m depth below average G.L.

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc . Note: The rates in respect of Item Nos. 6 are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements.

For soil

For Rock

Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. Note: (1) Form work & reinforcement steel shall be measured and paid for separately under relevant item.

In sub-structure (up to plinth level)

In super-structure (above plinth level)

Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .

Providing, fabricating and erecting form work (For Plant buildings and mass reinforced concrete work only) at all levels and places wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by Engineer in charge. Cost to include designing of proper form work and staging system to suit the requirements,Submission of design calculations and shop drawings for approval,sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as per specification and instruction of Engineer in charge etc., complete including cost of material ,labour and staging/scaffolding at all levels, heights and profiles

Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundations, footings, bases of column, Walls, (any thickness) and beams including attached pilasters, butteresses, plinth and string courses etc. , for mass concrete including cost of all materials, labour. complete as per specifications. all upto plinth level (Applicable for mass reinforced concrete work only)

Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Steel supplied by the contractor Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL or TATA make only using virgin materials

Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.

DIPAK S PIMPLE ENGINEERS AND CONTRACTORS

M/s.Bhushan J Pawade

Kores Sanitation