Water Resources Department Tender
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Costs
EMD
₹ 11,69,285Document Cost
₹ 10,000Tender Fee
Refer Documents
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
2024_DoWR_40323_1Tender No
NALBARI/2024-25/RIDF/IIITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://waterresources.assam.gov.in/
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BOQ Items
Uprooting bamboo clumps where bamboo already removed including removing stumps to a minimum distance of 30 m etc., complete as directed.
600.65
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Earth work in embankment by tractor trailer carriage by Mechanical means with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed.
For initial Lead up to 1.00 Km for all lifts
133861.75
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Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed.
38282.62
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Construction of whole bamboo single palisading with matured Bhaluka bamboo posts 7.5 cm to 10 cm dia., 15 cm clear apart 1.50 m to 1.80 m above ground and 1.00 m to 1.20 m below ground with Bhaluka bamboo inclined struts placed at 1.5 m a part tied with three rows of horizontal half Jati bamboo kamies etc. complete as directed.
(Using Bhaluka Bamboo at the rate of 10.14 nos./Rm & Jati Bamboo at the rate of 2.40 nos./Rm)
735
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Construction of whole bamboo double palisading of 1.5 m width with matured Bhaluka bamboo 7.5 cm to 10 cm dia., 15 cm clear apart, 1.5 m to 2.5 m above and 1.2 m to 1.5 m below ground tied with cane/wire 16 G. and horizontal half Jati bamboo kamies at not more than 0.45 m apart including fixing whole Bhaluka bamboo cross struts at 1.50 m apart tied together with Bhaluka bamboo posts, including inside lining with straight woven bamboo chattai and laying properly including fitting fixing, etc. complete as directed.
(Using Bhaluka Bamboo at the rate of 27.18 nos./Rm & Jati Bamboo at the rate of 8.00 nos./Rm)
115
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Serviceable empty cement bags
12724
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Labour charge for filling of empty cement bags to attain minimum filled up volume of 0.028 Cum with filled up size of 0.7 m × 0.40 m × 0.10 m, laying and pitching of the earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed.
(Cement bags will be supplied by the department free of cost).
For borrowing earth from a distance beyond 30 m. & up to 60 m.
12724
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Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below
• Polymer = PP
• Tube Circumference = 4.3 / 8.6 / 12.9 / 14.2 / 16 / 17.2 / 21.6 + 5% (m)
• Fill Port (diameter) = 30 to 45 CM
• Tensile Strength (MD) ≥ 100 kN/m
• Tensile Strength (CD) ≥ 100 kN/m
• Elongation – MD ≤ 25%
• AOS ≤ 0.180 mm
• Permittivity ≥ 0.40 S-1
• Length = 10 / 15 / 20 / 25 / 30 m Tube Circumference = 4.3 (m)
d. Length = 25 m
221
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Filling of geotubes (25m long and 4.3m circumference) with sand volume of 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specification, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube and at both ends to keep the tube in position during filling, as specified and directed including all loading, unloading and handling charges and local carriage upto a distance of 250m, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed.
221
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