Development of Entry Plaza for Devka Garden, Nani Daman. (E-11765)

CIVIL WORKS : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations, land scaping features, development work etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. Item shall be also consider for crating mounts in gardening work.

Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting by mechanical or manual means & disposal, unloading and stacking outside the campus at nonobjectional place with all lead and lifts etc. complete as directed by engineer in charge.

Providing material and labour for Filling in plinth under floors or base of foundation / open areas as per architectural requirement with sand including watering ramming, consolidating and dressing etc complete as directed by Engineer in charge.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. Complete

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Providing Thermo Mechanically Treated bar (T.M.T.) Fe-500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. including providing fusion bonded epoxy coating not less than 175 micron thickness and upt o 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes. (A) 10 mm to 16 mm dia bar.

Providing and laying in position Ready Mixed M-350 grade concrete forreinforced cement conctere work , using cement content as per approvedDesign Mix manufactured in fully automatic batching plant andtransported to site of work in transit mixer for a lead up to 10 kms having continuous agitated 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 500 kg )