Civil Work

Amount

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for :

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Edges of slabs and breaks in floors and walls

Under 20 cm wide

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).

Deduct for reinforcement supplied by the Department as directed by engineer incharge. (considering 80% of 374 kg)

Providing and fixing of GI bolts including nuts and washers complete.

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead

With cement mortar 1:4 (1cement: 4 coarse sand).

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical/manual means with tractor trolley including laying down the material from 4th floor roof to ground floor outside building in gunny/juite bags including all loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Carriage of 18 M high Roof top tower material, antenna, ladder guide rail and available deptt. reinforcement already received from Bhilwara etc. including loading, unloading from TE Bldg. Kekri and lifting to 3rd floor terrace of Shri Munna khilji pump at kekri upto 2.5 Km lead approx weight 2.25 Metric tonne as directed by engineer incharge.

Making and supplying at site anchor bolts for fixing base of tower manufactured from 25 mm dia mild steel bars of required length and threaded at top upto 150 mm length and welded with lugs made from 100mmx100mmx 10 mm thick mild steel plate at 50 mm from bottom including suitable hexagonal nuts 2 nos (Nuts & Checknuts)and MS spring washer etc all complete as per drected by the Engineer- in -charge.

Placing and embedding in position required number of foundation anchor bolts, nuts and template in each leg of RCC Column and beam of 3 /4 legged tower as per the structural drawing and agreement maintaining the levelling and verticality centre to entre distances accurately all complete as directed by Engineer In Charge.

Erection of Roof Top Tower upto 18M height at desired location and floor as decided by competent authority. This includes all labour and works involed in erection of tower, including shorting numbering etc. All complete as per direction of Engineer in Charge.

Welding plant at site i/c welding of new column bars to existing slab/ beam & column reinforcement bars as directed by engineer incharge.( New reiforcement to be paid separately)

credit of unserviceable/small pieces of reinforcement as per direcction of engineer incharge (considering 20%)

Painting of RTT tower of item no. 5, SH:- Miscellaneous Work with LUXOL High Gloss synthetic enamel paint with two or more coats of required shade and colour to give an even shade as per aviation requirements etc. all complete as per the direction of Engineer-In -Charge. (The agency shall arrange for all the material ,labour, T &P etc. required for the work.)

Supplying 1 mm thick M.s sheet template as per drawing and as per directed by engineer incharge