Water Resources Department Tender
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Costs
EMD
₹ 3,84,000Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_133188_1Tender No
34 dated 20.01.2025Tender 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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Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
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Dressing of Earthwork( for new work )
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Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances leads and dressing 0 to 1.5m
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Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances leads and dressing exceeding 1.5m upto 3m
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Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.
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Dressing of Side Slopes and prepration of sub grade for lining
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Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting First layer 12.5mm thick cement plaster 1:5 on sub grade and finished Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. 75mm thick bricks laid in 1:3 cement sand mortar over second layer.
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Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3
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12.5 mm thick cement plaster 1:5 under copping
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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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Extra allowance for providing templates in curved portion of lining.
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Dismentalling Of Brick Work
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Dismantling metalling or dry brick ballast
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Ordinary distance marks (km stone) after every 1000 feet interval
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Earth work involved in dismentling outlet "H' upto 0.50 mtr
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Adjusting new APM block in correct ‘y’ and fixing in position
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt
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C.C. 1:4:8 with brick ballast 40 mm gauge
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Brick masonry in 1:4 CSM
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RCC M20 for slab
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Bending binding and placing in position CTD bars Fe 500
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Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
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