lot01

Amount

Earth work in excavation in foundation of Bridge etc. in ordinary soil excavation to be in the form of regular Pits and Earth Work in embankment to be in 20cm. layer including ramming and dressing the surface to the required levels and slopes. and also including 30 m lead and all lifts the earth from cutting to be used in making Canal Section or to be deposited in Spoil Bank as per direction of Engineer in charge in the section

C.C. 1:2:4 M-15 in foundation of Barrel including cost of all labour and T&P etc. Complete.

R.C.C. M-20 in WING WALL including cost of all labour and T&P etc. Complete.

R.C.C. M-25 in Abutment , slab of Barrel including cost of all labour and T&P etc. Complete.

C.C. M-30 in Wearing coat over slab including cost of all labour and T&P etc. Complete.

Special Centering and shuttering work including cost of all labour and T&P etc. Complete.

Ordinary Centering and shuttering work including cost of all labour and T&P etc. Complete.

Making Expansion Joint with thermocoal including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge.

Providing & Fixing 150 mm wide water stop seal including cost of all labour and T&P etc. Complete.

S/F 60 cm. long 50 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge.

S/L Settlement Joint with G.P./ Copper/Stainless Steel water stop including cost of all labour and T&P etc. Complete.

Laying of reinforcement in R.C.C including Cutting, Bending, Binding and Placing etc. Including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge

Earthwork in filling for Making road diversion including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Providing and laying W.B.M. Grade I, compacted to 100 mm thick with 45-90 mm stone ballast: Per Cu.M.

Providing and laying W.B.M. Grade II, compacted to 75 mm thick with 45-63 mm stone ballas: Per Cu.M.

Providing and laying W.B.M. Grade III, compacted to 75 mm thick with 22.4 – 53 mm stone ballast: Per Cu.M.

Providing and laying 50 mm thick B.M. over W.B.M. Surface : Per sq.m.

Providing and laying 25 mm thick S.D.B.C. over B.M. Surface : Per sq.m.

First coat bitumen painting over W.B.M. Surface with 16-22.4 mm precoated grit, 80/ 100 maxfalt: Per sq.m.

Providing and applying Tack coat over prepared surface with M.S. bitumen emulsion @ 0.30 Kg/ sqm.: Per sq.m.

Providing and laying 20 mm thick open grade premix over a tack coat :- per sq.m.

Providing and laying Seal coat Type – B with 2.36 mm well graded approved grit and 80/100 bitumen emulsion:- per sq.m.

Dismantling of Road including cost of all labour and T&P etc. Complete.

Disposal of earth from the diverison made at the starting of work to divert the heavy traffice on it. including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Providing & laying brick on edge soling (kharanja) including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type -IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer--in-charge.

1st Class brick work in (1:4) C.M including cost of all material & labour required for completion of work as directed by Engineer-in -charge.

Providing and erecting 2.00 metre high temporary barricading at site as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.“(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Erection of Barricades Consisting of two horizontal wooden ballies 8 cm dia at 45 cm centre to centre and vertical post of 08 cm to 10 cm wood bargas centre to centre 1 m to 1.25 m projection above ground level and 0.45 m embeded below ground level securily tightened with superior quality of fine nariyon rope and embeded corrigated sheet on it in two layer

Dismantling reinforced cement concrete work including stacking of materials as directed by the Engineer -in-charge.

Rakendra kumar mishra

M/S CHAKRAWARTI CONSTRUCTION COMPANY