Water Resources Department Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 10,000Tender 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_129356_1Tender No
45/22A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed.
7963.22
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Re-handling of earthwork recently executed
1
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-
Dag belling single kassi stroke minimum 7.5 cm depth.
9.78
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-
Dressing of Bed and preparation of sub grade for lining. CSR item no 19.1
5954.86
-
-
Laying Ist class burnt brick Masonry laid in 1:3 with CSM for Bed & Side Walls
1863.67
-
-
10mm thick Cement Plaster 1:4 ( for side walls )
6164.06
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-
10mm thick Cement Plaster 1:4 ( for Floors& Top )
4109.81
-
-
Supply & laying Dry Brick Bats
1.69
-
-
Centering and shuttering for faces of concrete
5.05
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-
RCC 1:2:4 hand mixed
0.29
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-
Fixing of RCC Frame in Nakka
10
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-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth 0 m to 3 m)
2400.12
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-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth 3 m to 6 m)
2400.12
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-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
21.42
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-
Plain/Reinforced cement concrete in sub-structurecomplete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Height upto 5m
179.64
-
-
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
657.3
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
259.08
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump
831.3
-
-
RCC/PSC Grade M40 for t-beam & SlabWith Batching Plant, Transit Mixer and Concrete Pump height upto 5m
52.56
-
-
Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
551.4
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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.
551.4
-
-
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 0 TO 450 m
227.65
-
-
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cng and loading in Trolly and transporting to the embankment locations with all lifts and leads450m to 1 km
227.65
-
-
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 leads1 km to 10 km
227.65
-
-
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cng and loading in Trolly and transporting to the embankment locations with all lifts and leads450m to 1 km (kacha)
227.65
-
-
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 1 km to 10 km (kacha)
227.65
-
-
Compaction Extra for laying earth/fly/ash as per specifications in 20 cm layers and dressing but excludingcost of rolling.
227.65
-
-
Extraforwatering theearth/flyash laid in20cm layers as per specifications for compaction.
227.65
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-
Extra for rolling to specifications.
227.65
-
-
Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Providing, laying, spreading and compacting stone aggregates of Grading I towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheeled roller 8-10 tonnes in stages to propergradeandcamber,applyingandbrooming requisite typeof bindingMaterials to fill up the interstices of coarse aggregate, watering and compacting to the requireddensity completeas per technical specifications
22.77
-
-
Water Bound Macadam Grading II Providing, laying, spreading and compacting stone aggregates of Grading II towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheeled roller 8-10 tonnes in stages to propergradeandcamber,applyingandbrooming requisitetypeofscreening/bindingMaterialstofill up the interstices of coarseaggregate, watering andcompacting to therequireddensitycomplete as per technical clause 404 of MORT&H specifications
22.77
-
-
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2(600mm).
100
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-
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2(450mm).
100
-
-
Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as perDrawingandTechnical Specifications.
65.7
-
-
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
100
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
125
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-
RCC M-20 in superstructure
55
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-
Any Other Items
1
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-
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