Water Resources Department Tender
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Costs
EMD
₹ 5,71,989Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_131307_3Tender No
4097/28ATender 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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Excavation in soil using hydraulic JCB and hydraulic trolley including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment locations within all lifts and leads. (lead = 8.37 km)
14077.74
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Dressing of earth work: New work or remodeling work.
9191.71
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Dressing bed and preparation of sub grade for lining.
8995.04
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Dressing side slopes and preparation of sub grade for lining.
23770.66
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Excavating conglomerate for drains and bed sleepers under the lining.
238.1
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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
35668.1
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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
1780.83
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((b)) depth exceeding 1.5ms but upto 3.0ms.
495.88
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Cement concrete lining 10cm. thick or less with mechanical Paver 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: Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.
2821.26
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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) For sleepers
245.86
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Filling expansion joints with special impervious hot pour 12.5mm wide.
431.06
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Earthwork for compaction in 20 cm layers and dressing.Extra for watering the earth.Extra for rolling to specifications.
17203.82
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
677.23
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Extra bitumen painting at 0.69 Kg. per sqm
1635.73
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Laying LDPE film of 150micron over sleeper for construction and expansion joint complete in all respect.
282.16
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Filling Contraction/Construction Joint with sealing compound complete in all respect
8921.28
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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
0.62
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Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) ((ii)) With H more than 0.5 m. but upto 0.9 m
6
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Dismantling outlets including removal of dismantled material involving lead upto 100 metres. ((b) ) Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. ((ii)) With H more than 0.5 m. but upto 0.9 m
6
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets ((ii)) With H more than 0.5 m. but upto 0.9 m
6
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Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
16.74
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
62.36
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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.
3.19
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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
2.92
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Dismantling brick work tile, masonry or tile lining In cement
3976.77
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