Providing drainage facilities in EQ and WQ back up area to avoid inundation in Dock area.

Earthwork in excavation in Soft / Loose soilover areas (exceeding 30cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed etc., as required and as directed by the Engineer in charge.

Supply of JCB (3D) Earth mover for excavation / levelling and removing debris / earth etc., including fuel, operator charges and incidental charges etc., as directed by the Engineer-in-Charge. All Labour and equipment, spares etc., complete. (Payment will be made for number of hours worked at site only)

Bailing out water from foundations/pipe line trenches with oil engine driven pump sets including hire charges, fuel charges and wages for the driver and helper etc., as required and as directed by the Engineer-in-charge, complete.

Supplying and filling in plinth / foundations with crusher dust under floors/raft including watering, ramming, consolidating and dressing complete. All labour and materials. As required and as directed by E.I.C.

Plain cement concrete 1:4:8 nominal mix (using 170 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., complete. All labour and materials as required and as directed by the Engineer in charge.

R.C.C. M 30 mix (using 400 kg of cement per m3 of finished concrete) in column footings, strip footings, raft foundations, plinth beams, bed blocks, cellular raft, plinth courses and similar types of works etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping and/or vibrating, finishing, curing, form work, cost of super plasticizer etc., as required complete. All labour and materials, but excluding cost of reinforcement.

R.C.C. M 30 mix (using 400 kg of cement per m3 of finished concrete) for R.C.C. piles, water tank walls and similar types of works using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering etc., as required as directed by Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement.

R.C.C. M 30 mix in precast slabs, fencing posts etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering, as required and as directed by the E.I.C., complete. All labour and materials, but excluding cost of reinforcement.

Supplying, placing and maintaining in position ribbed tor steel or mild steel reinforcing bars varying from 6mm to 40 mm dia. including straightening, cutting, bending, tying grills with annealed steel binding wire of 18 guage (1.22mm dia.) including cost of binding wire, transportation to site etc., complete. All labour and materials as required and as directed by the Engineer in charge.

Plastering to concrete surface with CM 1:3 (1 cement : 3 sand) of thickness not exceeding 6mm using 25.5 kg of cement and 0.05 m3 of sand per 10 m2 smooth and even finishing, cleaning the surface, hacking and roughening the concrete surface, curing etc., complete. All labour and materials as required and as directed by the Engineer in charge.

Dismantling RCC/PCC to the required lines and levels by using mechanical equipment of jack hammer including necessary compressor equipment, cutting, bits fuel operator charges tools etc., or any other equipment machinery and removing the debris with a lead of 50 m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as diarected by the Engineer-in-charge, complete.

Supply of Hydra crane 8.0 to 10.0 t hire basis at site of work including operator, helper and fuel charges etc., as directed by the Engineer in charge, ciomplete.

Filling with available excavated earth (excluding rock ) in trenches, plinth sides of foundations etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m as required and as diarected by the Engineer-in-charge, complete.

Transportation of excavated eart/debris with in a lead of 12KM including stacking, loading, unloading, levelling the same to the required level at the dumping area as required and as directed by the Enginer-in-charge complete. All labour and materials

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