Water Resources Department Tender
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Costs
EMD
₹ 44,000Document Cost
₹ 2,000Tender Fee
₹ 2,596
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_WR_137842_1Tender No
E-Tender Notice No-69-8Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Earth work undressed involving an average horizontal throw up to 2 mtr and an average vertical lift up to 0.5 mtr including braking of clods.
592.06
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads(with total 3 km lead i/c first 450 m katcha)
526.39
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Earthwork undressed with combined lead upto 15 mtr including breaking of clods.
894.21
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Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
22.05
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Dressing of Earthwork (New work or remodeling work.)
3382.3
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Dag belling single kassi stroke minimum 7.5 cm depth
1
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Dressing bed and preparation of sub grade for lining
1082.56
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First class burnt brick laid in cement sand mortar 1:6 for bed & side of W/C
278.51
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First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth
5.94
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10 mm thick cement plaster with cement mortar 1:3
14.31
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10 mm thick cement plaster with cement mortar 1:4 on side walls
1551.9
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10mm thick cement plaster 1:2 on floors
4.29
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
17.26
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Fixing of frame
30
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Supplying & laying dry brick bats
3.78
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Supplying & laying dry brick ballast
1.11
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Cement concrete 1:6:12 mixing by mechanical means using concrete mixer volumetric type
82.83
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Laying cement concrete 1:4:8 with gauge 40mm mixing by manual means
1.63
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Cement concrete 1:2:4
1.49
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Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
16
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Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
2.61
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RCC work hand mixed cement concrete 1:2:4 for slab including steel reinforcement
0.35
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as perIS code IS 458-2003 into trenches for alldepths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
B. RCC Pipe NP-2
5
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Any other Item
1
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