Water Resources Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is not explicitly stated, but it is mentioned that bidders must have a valid enlistment with DEPARTMENT OF WATER RESOURCES under the "appropriate class and category".
Bid Capacity
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The formula for Assessed Available Bid Capacity is (A * N * 2 - B).
Technical Capacity
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The bidder should have satisfactorily completed in the last seven years and as a prime contractor (or as a nominated subcontractor) one Bridge Work or Lining Work or Hydraulic Structure Work or Building Work or Mechanical Work or Electrical Works or Other Civil Works, of value not less than 80% of the estimated cost or two similar works of value not less than 50% of the estimated cost of work or three similar works of value not less than 40% of the estimated cost of work.
Costs
EMD
₹ 8,67,703Document Cost
₹ 1,000Tender 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
2025_WR_137560_1Tender No
71/110ATender 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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Dressing of dowels along water carrying channel in addition to payment for dressed earth work
3353.66
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-
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Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type
23.11
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-
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Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type
179.79
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Extra bitumen painting at 0.69 Kg. per sqm
27.99
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Dressing side slopes and preparation of sub grade for lining.
17606.67
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Putting 1:3 (Cement :water) cementslurry with cement @2.25 kg per sqm on preparedbed and side slopes before laying concrete on bed and side slopes
22259.97
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-
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Filling contraction joints with special impervious hot pour complete in all respect as per drawings, designs, specifications and instructions of Engineer in charge
4809
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Earth work for lip cutting for liningof irrigation channels inclusive of all allowances, lead and dressing : a) 0 to 1.5 m depth
4594.79
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b) depth exceeding 1.5 ms but upto 3.0 ms.
1092.66
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Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m
1319.85
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A) PCC Grade M15
131.73
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-
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
41.03
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-
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Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technica Specifications .RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump
659.38
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-
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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,dressingof sides and bottom and back filling with excavated surplus soil. In Ordinary soil Mechanical Means a) Depth upto 3 m
2861.71
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
149.84
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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.
645.84
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Plain/Reinforced cement concrete in sub -structure complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5 m With Batching Plant, Transit Mixer and Concrete Pump
122.6
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
490.07
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump
92.97
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-
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6meter long GI 100mm dia drainage GI light grade pipe (For Bridges)
10
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-
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Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
470.88
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Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS:280& IS:4826 in100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laidwith stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates
177
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Extra for laying earth/fly as has per specification sin 20 cm. Layers anddressing but excluding cost o rolling.)Extra for laying earth/fly as has per specification sin 20 cm. Layers and dressing but excluding cost of rolling.
10540.01
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
10540.01
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Extra for rolling to specifications.
10540.01
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Ordinaryjungleclearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road : Discharge exceeding 4.5 cum/s.
3.35
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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concreteM- 15with cement content 325 kg/ cummixedin an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTIONAND CUPSECTIONOFALLRADII). Completeinall respectasper drawings,designs, specifications and instructions of Engineer- in-charge
544.61
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Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer inchargepastingon faces of sleepers including laying inposition, carriage to site, jointing/welding etc. Completeinall respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
4.83
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Supplying, fitting and placing HYSD bar reinfor cement in sub-structure complete as per drawing and Technical Specifications.
127.43
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Dag belling for single kassi storoke minimum 7.5 cm depth complete inall respect as per drawing, design , specification & instructions from engineer in charge
6.71
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC (TOE Wall) Grade M15
1475.56
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-
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification RCC/PSC Grade M-40Using Batching Plant,Transit Mixer and Concrete Pump For Solid slab super-structureincluding centering and shuttering Height up to 5m
78.65
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filling expansion joint withhot imperviouspour for joint size approx 550 depth 20 mm wide
52.48
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Dressing side slopes and preparation of subgrade for lining(for pucca structures
2568.47
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Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means
0.11
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Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means
0.53
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-
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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
0.37
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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 complet
0.61
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Cement concrete 1:2:4 With stone ballast or shingle mixing by manual mean
0.86
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Providing and fixing distance marks
23
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Providing and fixing boundary pillar
45
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