Farakka Barrage Project Tender
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Farakka Barrage Project Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Feb 2023
Closing Date7 Mar 2023
Tender Amount₹ 1,10,24,345
Costs
EMD
₹ 2,20,487Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_FBPF_741595_1Bid Award Id
ViewTender No
GM/FBP-51 of 2022-23Tender Authority
Farakka Barrage Project ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.
= complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry
or moist / slushy silt / sticky soil.
200.48
-
-
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.
2700
-
-
Providing and laying a cushion of 15 cm thick Ganga sand/earth over Geo-textile filter (below boulder pitching and apron) on slope of river bank, embankment and apron on land including spreading uniformly so as to avoid any rupture /cut by the sharp edges of boulders of pitching and apron.
337.5
-
-
Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. 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 agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces )
a) 1.20 metre x 1.80 metre nominal section
90
-
-
Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. 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 agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces )
h) 0.75 metre x 0.45 metre nominal section
190
-
-
Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 20 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge.
a) Over Jhama Khoa / metal filter/ Geo-textile filter
525
-
-
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
150
-
-
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
-
-
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
-
-
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
-
-
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 10 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
486
-
-
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 10 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 0.60 m
450
-
-
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)
1539.53
-
-
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.
190
-
-
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