Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing Date21 Mar 2024
Tender Amount₹ 3,45,49,217
Costs
EMD
₹ 6,90,984Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_119112_1Bid Award Id
ViewTender No
43 dated 29.02.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) (a) 0-1.5mt. depth
7987.76
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Dressing of Earth work ( NEW )
25546.34
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-
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Dismentaling of old lining and brick work in cement sand morter.
3013.65
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-
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Dressing and preparation of sub grade for side slopes. a) Side Slpoe
55590.92
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Providing and laying Cement concrete (M-15) sleepers manually in bed and side slopes below the joints of concrete lining 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 a) In Side Slope
532.84
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-
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Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying
concrete
60596.42
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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)
a) In Side Slope
3308.59
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Providing and laying Cement concrete (M-15) for coping 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
371.26
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-
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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
503.94
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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
1088.37
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-
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Extra for Bitumen Painting @ 0.69 kg per Sqmt.
4740.13
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-
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Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
8.81
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Filling expansion joints with special impervious hot pour 12.5mm wide
386.1
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- depth exceeding 1.5 ms but upto 3.0 ms.
2281.26
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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 Disposal/carraige from 0 upto 450m
7035.4
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(a) 450m upto 1Km (pacca)
7035.4
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(b) 450m upto 1Km (katcha)
7035.4
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(d) 1 km to 10 km ( pacca)
7035.4
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(e) 1 km to 10 km ( katcha)
7035.4
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Filler joint filling of construction joint sealing compound including supply ,carriage of material complete in all respect as per design/drawing and PWD specification
18065.47
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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.
904.1
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer
volumetric type
22.55
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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.
5.68
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
66.94
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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
4.82
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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
9
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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
9
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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
9
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H upto 0.5 m
9
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Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer
volumetric type
1.39
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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.
0.28
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