Water Resources Department Tender
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Costs
EMD
₹ 10,82,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
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_WR_131007_1Tender No
E-Tender Notice No-62Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres 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 metres. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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Compaction
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
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Extra for rolling to specifications.
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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleeper and coping)
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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Earth work for lip cutting for lining .
0 to 1.5 m depth
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Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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Filling expansion joint with special hot impervious hot pour 12.5mm wide including supply and carriage
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Suppy and lying of LDPE Geomembran sheet for sleeper of 150 micron thickness as approved by engineer in charge pasting of sleepers includingg lying in position carrige to siteand jointing
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Extra bituman painting at 0.69 KG/ Sqm
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Any other Item
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