Water Resources Department Tender
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Costs
EMD
₹ 7,621Document Cost
₹ 500Tender Fee
₹ 590
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_121477_6Tender No
2/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolly (katcha)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolly (pacca)
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Extra for carriage of earth/soil per km beyond 10km lead with hydraulic tractor trolly (katcha)
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Extra for carriage of earth/soil per km beyond 10km lead with hydraulic tractor trolly (pacca)
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering, rolling as per specifications for compaction.
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing. 0 – 1.50 mtr.
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Dressing side slopes and preparation of sub grade for lining.
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Single layer brick lining 75mm thick for Irrigation channels (Distributaries and minors) cup and trapezoidal section for all depth consisting of first layer 12.5 mm thick cement plaster 1:5 on sub grade and finished, second layer of 10 mm thick cement plaster 1:3 properly rendered and
finished, 75 mm thick bricks laid in 1:3 cement sand morter over second layer.
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Extra allowance for providing templates in curved portion of lining.
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Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar.
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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3.
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Excavation in Soil (any type) using Hydraulic Excavator
CK 90 and Tippers with Disposal up to 450 metres.
Excavation for roadwork in soil with hydraulic excavator
of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and
cross sections, and transporting to the embankment
location within all lifts and lead up to 450m
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