Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2025
Closing Soon20 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,20,000Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_132345_1Tender No
28 dated 03.01.2025Tender 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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Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
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Providing and laying LDEP 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications
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Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
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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
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Dressing of earth work ((i)) New work or remodeling work.
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m
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Providing and laying Cement concrete (M-15) for sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply ,carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications
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Dag Belling single Kassi stroke minimum 7.5 cm . depth complete in all respect as per design/drawing and PWD
specification
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Dismantling brick work tile, masonry or tile lining (b)) In cement
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Extra bitumen painting at 0.69 Kg. per sqm
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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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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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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads
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Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
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(ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for
compaction.
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((iii)) Extra for rolling to specifications
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Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- ((a)) Discharge upto 1.5 cum/s
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer
volumetric type
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and
plinth.
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
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Earth work for outlet:-Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H upto 0.5 m
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Dismantling outlets including removal of dismantled material involving lead upto 100 metres Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab With H upto 0.5 m
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Adjusting A.P.M. to the correct Y and fixing in position:- In case of new outlet where no dismantling and reconstructing of gullet wall is involved.
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H upto 0.5 m
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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