Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date25 Oct 2024
Closing Date11 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,94,185Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129171_1Bid Award Id
ViewTender No
20 dated 25.10.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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
266.42
-
-
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
212.41
-
-
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
458.83
-
-
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
392.22
-
-
Dressing of earth work ((i)) New work or remodeling work.
12462.96
-
-
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
3783.87
-
-
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
220.03
-
-
Dag Belling single Kassi stroke minimum 7.5 cm . depth complete in all respect as per design/drawing and PWD
specification
4.15
-
-
Dismantling brick work tile, masonry or tile lining (b)) In cement
1725.81
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth
beam (vertical or battering)
458.83
-
-
Extra bitumen painting at 0.69 Kg. per sqm
1997.5
-
-
Dressing side slopes and preparation of sub grade for lining.
23434.42
-
-
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
25791.58
-
-
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- (a)) 0 to 1.5 m depth
4152.96
-
-
((b)) depth exceeding 1.5 ms but upto 3.0 ms.
629.09
-
-
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 Disposal/carraige from 0 upto 450m
2947
-
-
(a) 450m upto 1Km (pacca)
2947
-
-
(b) 450m upto 1Km (katcha)
2947
-
-
(d) 1 km to 10 km ( pacca)
2947
-
-
(e) 1 km to 10 km ( katcha)
2947
-
-
Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
7004.33
-
-
(ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for
compaction.
7004.33
-
-
((iii)) Extra for rolling to specifications
7004.33
-
-
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
4.15
-
-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer
volumetric type
5.22
-
-
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.
1.18
-
-
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
5.62
-
-
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
2
-
-
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
2
-
-
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.
2
-
-
Extra labour for dressing bricks On O.F. And A.P.M. type outlets With H upto 0.5 m
2
-
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation and
plinth
13.17
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-
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