Water Resources Department Tender
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Costs
EMD
₹ 9,800Document Cost
₹ 1,000Tender 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_127752_6Tender No
03/2024-25 dated 21-09-2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (Katcha)
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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (pacca)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (Katcha)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (pacca)
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Note - The actual lead is to be paid if the lead is in fraction, the lead is to be worked out by interpolation.
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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 allowances, lead and dressing 0-1.5 m Depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 1.5 to 3.0 m Depth
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Single layer brick lining 75 mm thick for Irrigation channels (Distributaries and minors) cup or 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 in side slopes for all sections
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Laying brick on edge coping 229 mm wide and 115 mm thick in 1:3
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Extra allowance for scaffolding in brick lining for side slopes only
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Extra allowance for providing templates 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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Dressing of side slopes and prepration of subgrade in lining
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12.5 mm thick cement plaster 1:5
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Extra labour for dressing of bricks for outlet with ‘H’
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Cement Conc 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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1st Class burnt Brick work laid in csm 1:3 in foundation & Plinth
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Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Centering shuttering. For slab
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Laying brick on edge coping 550 mm wide and 115mm thick in 1:3 CSM
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115mm thick brick on edge lining in herring bone bond /zig-zag Or other specified pattern in 1:3 cement sand mortar over 10mm thick cement plaster 1:3 over 12.5 mm thick Cement plaster in 1:5 over on sub grade
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Any other item
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