Repair and maintenance of right bank approach road at RD 49 Bagmari ferry ghat including construction of drain and 2 nos. rain cuts of Feeder Canal of FBP on urgent basis.

Amount

Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. 10.00 cm av. Diameter.

Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. 1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. 2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by `4.00 per meter. 3) For driving done by pile engine set (without staging) under specific instruction of Engineer-in-charge, the rates will be enhanced by Rs. 4.00 per meter. 4) For driving done by pile engine set (with heavy staging or from specially made pontoon) under specific instruction of Engineer-in-charge, the rates will be enhanced by Rs. 7.00 per metre. 5) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats.

10.00 cm average diameter

22.50 cm average diameter

Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus.

Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge b) Two Coat

Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 GSM as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge.

Supplying fitting and fixing and tied the bullah to each other by rope @ steel wire 6 mm per meter (GI Guy rope 6 mm Steel core)) near the top and bottom thord portion of each porcupine and anchored into the Cannel bed and bank as necessary by using bullah with anchor bolt with clamp as per direction of the Engineer-in-Charge.

Labour charges for dumping and placing in position properly filled in Nylon crates with filled in High-Density Polyethylene (HDPE) bags (minimum 21 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including the cost of hire charges of boat, boatmen and other necessary equipment and also including cost of bags, Nylon crates, carriage and charge of filling bags with sand as per direction of the Engineer – in – Charge. NB: The volume of each earth/sand-filled bag should not be less than 0.0328 m3. The size of the Nylon crate is 1 metre × 1 metre × 1 metre.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all level. Thermo-Mechanically Treated bars of grade Fe- 500D or more.

Brick work with non-modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).

Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, up to 30 cm. girth including removing as directed by Engineer-in-charge.

Carriage of cutting and loading and unloading from working site Reach -5 (near RD 36 .00 Left bank loading and RD 48.00 on to Right Bank of Feeder Canal unloading and stacking as directed by Engineer-In-charge.

SAHIN ENTERPRISES (BID ID -3209299)

NANDALAL GHOSH (BID ID -3209185)

GIASUDDIN SK (BID ID -3209234)

QADERI ENTERPRISE (BID ID -3209270)

ROY & ROY CONSTRUCTION (BID ID -3209354)

BHARAT GLORIOUS CONSTRUCTION (BID ID -3209428)