Farakka Barrage Project Tender

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Farakka Barrage Project Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Feb 2023
Closing Date7 Mar 2023
Tender Amount₹ 48,32,476 
Notes
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Relaying displaced stone or laterite boulder pitching including dressing, preparing bed with necessary earthwork upto 30 cm depth complete with cost of collection of boulder within a lead of 30 metre

750

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Supply of RCC (1:2:4) Porcupine (having 6 members each) of size of each member 0.10m x0.10mx 3.00 m reinforced with 4 (four) nos of 8 mm dia M.S. rod & 6mm dia MS stirrups having 27 cm interval holes of 20 mm dia at 50 cm inside from both ends and in same face and in either face of post another two nos of hole of size 20 mm dia at 65 cm inside from both ends including properly curing and supply at work site including assembling , laying on land/ river , fixing & tying of bushes with G.I binding wire as directed.

516

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Supplying fitting and fixing and tied the procupine 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 river bed and bank as necessary by usiing anchor block with anchor bolt with clamp as per direction of the Engineer-in-Charge.

2646

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M 15 RCC block of size 1.25 m x 1.25 m x 1.00 m. Cast in-situ with centering , shuttering, and removal of formwork for mass concrete including proper curing as per direction of the Engineer-in-Charge.

21

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Making sausage cage with 12 SWG galvanized iron wire of 125 mm. x 125 mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump naggregates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site. a) Size :- 1.00 m x 1.00 m x 1.00 m

36

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Supply of stone boulder at site including Royalty, loading, unloading, transportation, stacking, stacking unloadedboulder on private land all complete. Pakur source (Each weighing 25 kg & above)

36

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Providing Chute drains 250 x 300 mm (inside dimensions) across Embankment Slopes in approaches of Bridges and on horizontal curves consists of earthwork in excavation for foundations of structures as per drawings and technical specifications Clause 307 for Rural Roads of MORD including setting out construction of shoring and bracing deleterious matter, dressings of sides and bottom and backfilling with approved material (By manual means), Plain Cement Concrete (1:2:4), 125 mm thick Brick Masonry followed by 20 mm thick plastering (1:4) and 75 mm thick Coping with M-20 Concrete on top of the Chute Walls as per specification, drawing, and direction of the Engineer-in-Charge.

150

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