Water Resources Department Tender
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Costs
EMD
₹ 6,08,000Document Cost
₹ 5,000Tender 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_127741_2Bid Award Id
ViewTender No
08/2024-2025 dated 21.09.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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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Excavation in soil(any type) using hydraulic excavator CK90 with hydraulic excavator of 0.9cum bucket capacity including cutting , trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and leadupto 30m.
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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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Dressing side slopes and preparation of sub grade for lining.
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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
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Filling expansion joints with special impervious hot pour 12.5mm wide
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 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 :- ((a)) 1.5 to 3 m depth
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Filling Contraction Construction joints with special impervious hot pour 12.5mm wide
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Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.Disposal/carraige from 0 upto 450m
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Disposal/ carraige additional beyond 450m upto 1Km(kacha)
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Disposal/carraige for every additional Km upto 10Km(kacha)
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Disposal/ carraige additional beyond 450m upto 1Km(pucca)
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Disposal/carraige for every additional Km upto 10Km(pucca)
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) Cement concrete lining 75mm. thick or less laid
manually for irrigation
channels, using cement
concrete M-15 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)
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
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Extra bitumen painting at 0.69 Kg. per sqm
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(M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron
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Providing & Fixing Outlets (Patrolling)
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Providing & Fixing Outlets (Non Patrolling)
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ANY Other Item
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Evaluation Notes How It Works ?
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