Water Resources Department Tender
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Costs
EMD
₹ 1,66,012Document 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_130277_1Tender No
14/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Disposal/ carraige additional beyond 450m upto 1Km (Kacha)
3011.72
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Disposal/carraige for every additional Km upto 10 Km (pucca)
3011.72
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Disposal/ carraige additional beyond 450m upto 1Km (pucca)
3011.72
-
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Disposal/carraige for every additional Km upto 10 Km (pucca)
3011.72
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Extra for laying earth/fly ash as per specifications for
compaction in 20 cm layers and dressing,watering, rolling as per specifications for compaction.
6405.74
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Dressing of New Earth work
20510.44
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Dressing of dowel along water carring channel in addtion to
payment for dressed earth work
250
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Earth work for lip cutting for lining of irrigation channels
inclusive of all allowances, lead and dressing :(a ) 0 to 1.5m depth
1184.76
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Earth work in excavation in foundations trenches etc. in
all kinds of soil where PickJumper 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.
183.69
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Dressing side slopes and preparation of sub grade for
linning
12480.79
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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
14569.45
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Cement concrete lining 75 mm thick or less laid manually
for irrigation channel usingcement concrete M-15with
cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
922.26
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
244.37
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Filling Contraction Joint with special impervious hot pour as
per design and technical specifications
4043.15
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-
Filling expansion joints with special impervious hot pour
12.5 mm wide
154.51
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-
Applying Bitumen Primer coat on side of lining and top of
sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect
862.39
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LDPE film of 150 micron over sleepers for construction &
expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and
Engineer in Charge.
113.73
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Dismantling brick work, tile masonry or tile lining (in
cement mortar)
1085.66
-
-
C. conc. 1:3:6 (M-10) with stone ballast using concrete mixers volume metric type
0.57
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-
Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrated but excluding steel reinforcement,centering and shuttering in foundation and plinth
0.11
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Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-1985) , for R.C.C works,
where not including in the complete rate of RCC
including bending, binding and placing in position complete
1.57
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-
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
3.22
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Painting new letters and figures of black synthetic enamel paint to an even shade
1980
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Earth work involved indismantling Open flume,
A.P.M. or O.S.M. type Outlet With H more than 0.5 m but upto 0.90 m
3
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Dismantling O.F., A.P.M Or O.S.M. type outlets involving dismantling cement concrete With H more than 0.5 m but upto 0.90 m
3
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Extra labour for dressing bricks On O.F. and
A.P.M. type outlets With H more than 0.50 but upto 0.90 m
3
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PCC 1:4:8 with stone ballast 40 mm guage using concrete mixer volume metric type
8.07
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First class burnt brick work laid in cement sand mortar
1:3 in foundation and plinth
27.58
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Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrated but excluding steel reinforcement,centering and shuttering in foundation and plinth
1.49
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
28.36
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Centering & shuttering for flat surfaces such as roofs,landings,chajjas,shelves etc
3.74
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Providing APM cast iron block complete in all respects including supply of pig iron,casting and pattern making as per ISI specifications no 7986-1976 0.50 ft=15.2 cm (min wt 80 kg)
2
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Providing APM cast iron block complete in all respects including supply of pig iron,casting and pattern making as per ISI specifications no 7986-1976 0.40 ft=12.2 cm (min wt 76 kg)
1
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Any other item
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