Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 27,640Document Cost
₹ 3,000Tender Fee
₹ 2,764
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WRD_19212_1Tender No
WRD/WDVII/PB/F.3/24-25/TN-16Tender Authority
Water Resources Department ViewPurchaser Address
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of formwork for: a) Foundations, footings, bases for columns and mass concrete.
71
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12mm cement plaster 1:4 (1 cement : 4 fine sand).
28
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Neat Cement punning.
15
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
388
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Transport of 250 mm dia Centrifugally cast, (spun) ductile iron pressure pipes Class K-9 from stack at Karaswada complex to site at ch 200 m of combined B1 and B2 at Hankane, Ibrampur village in Pernem Taluka including loading, unloading and stacking including the cost of carriage from site of stack at Hankane to site of work.
704
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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints. a) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
300
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Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) EPDM type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985. f) 250 mm OD.
128
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Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminous paint complete.
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III) All Socket Tee Nominal Diameter in mm. o) 250x250
1
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IV) Flanged Socket Nominal Diameter in mm. e) 250
2
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V) M.J.Collar Nominal Diameter in mm. e) 250
5
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VIII) Double Socket Bend 45 Degree Nominal Diameter in mm. e) 250
2
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IX) Double Socket Bend 22.5 Degree Nominal Diameter in mm. e) 250
4
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X) Double Socket Bend 11.25 Degree Nominal Diameter in mm. e) 250
6
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS:14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B). Nominal Diameter in mm. f) 250
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Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I Nominal Diameter in mm. f) 250
2
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Supplying contractors earth, transporting to site of work including loading, unloading and refilling the pipeline/foundation trenches plinth sides, foundation etc. with contractors earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering and all leads and lifts and disposal of surplus earth as directed by Engineer in Charge for 5.00 km
372
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