Water Resources Department Tender
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Costs
EMD
₹ 3,30,440Document Cost
₹ 2,000Tender 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_127865_1Tender No
04Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Dismantling Brick work in cement.
11.49
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
272.08
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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
1129.25
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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 included in the complete rate of R.C.C. including bending, binding, and placing in position complete.
61.94
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-
Dressing of BED and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
6064.61
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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
14006.17
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Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.)
19774.96
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
3834.18
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E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth).
2117.93
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 0 to 450m including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
19015.83
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 450m to 1km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
19015.83
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-
Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 1km to 2km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
19015.83
-
-
Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 2km to 3km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
19015.83
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-
Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 3km to 4km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
19015.83
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-
Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 4km to 5km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
19015.83
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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 to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver)
826.52
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Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.
231.12
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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. (0.20 ft= 6.1 cm (min wt 65kg))
1
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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.(0.25 ft= 7.6 cm (min wt 68 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.(0.32 ft= 9.9 cm (min wt 72 kg))
3
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-
Earthwork in excavation in foundation of bridges, culverts, buildings including handling of materials with a combined lead of 15 meters dressing of bed and side stacking the excavated soil from the edge of excavation and subsequent filling around:- (a) For ordinary gravel soil involving pick work. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
141.11
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Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
13.27
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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 super structure.
1.83
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering.
21.37
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Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.
43.03
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Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering.
35.4
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-
Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
16028.62
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-
Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (b) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
16028.62
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-
Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Extra for rolling to specifications.
16028.62
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-
Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
4.23
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-
Providing and Fixing Outlet (Patrolling Side)
1
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Providing and Fixing Outlet (Non-Patrolling Side)
4
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Supply and fixing distance Marks.
14
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Providing boundary pillars.
21
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Any Other Item
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