Water Resources Department Tender
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The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Estimate For Relining Of Barkatwah Minor Rd 22152-35000 And Reconstruction/remodeling Of Pucca Structures And Other Allied Works Of Barkatwah Minor. in Fazilka, Punjab, with an estimated contract value of Rs. 2,20,00,000. The bid opening date for this tender is 28-04-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A * N * 2 - B), where A = Maximum value of Civil Engineering works executed in any one year, N = The time period, and B = Value of existing commitments and on-going works.
Technical Capacity
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The required prior work experience for the bidder includes having 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, as the work may be, of value not less than 80% of the estimated cost. Alternatively, the bidder should have completed 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. The value and percentage of similar works completed are as follows:
- One work of value not less than 80% of the estimated cost
- Two works of value not less than 50% of the estimated cost
- Three works of value not less than 40% of the estimated cost Additionally, the bidder should have an average annual financial turnover during the last 3 years of at least 30% of the estimated cost, and an average annual financial turnover during the last 3 years ending 31st March of the previous financial year of at least 15%. For certain personnel to be deployed on contract work, the following experience is required:
- Site Engineer: 2 years of experience (for Road Works)
- Plant Engineer: 2 years of experience (for Road Works)
- Site Engineer: experience is mentioned but not quantified (for Bridge/Cross Drainage Works)
Costs
EMD
₹ 4,40,000Document Cost
₹ 20,000Tender Fee
₹ 5,900
Summary
Estimate For Relining Of Barkatwah Minor Rd 22152-35000 And Reconstruction/remodeling Of Pucca Structures And Other Allied Works Of Barkatwah Minor.
Description
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Contact
Tender Id
2025_WR_139344_3Tender No
002/FazilkaCanal/2025-26 dated 25/04/2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects. (CSR item no. 24.61-b)
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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)
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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
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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)
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect. CSR item 10.15
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Laying LDPE film of 150 microm over sleepers 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. (CSR item no. 3/M-73)
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Providing , Stringing out , cutting ,jointing and testing of D.I. double flanged as per IS :7181 Class B (ISI marked with the prior approval of Engineer Incharge) and Laying the same in trenches to correct alignment and gradient jointed with Nut bolt and rubber insertion fitted compelete including all cartage. (600 mm i/d pipe line laid compelete)
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Any Other Item
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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.
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Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening including pillastering, buttresses etc. when curved)
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Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s [CSR item no. 26.24-a]
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Filling stones or spalls into crates and packing
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Cold twisted deformed (Ribbed/ Tor Steel Bar) 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 and placing in position complete.
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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 )
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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
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Bending binding and placing in position steel reinforcement 10 mm dia. Bars
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Kartar CI D/F Sluice valve Isi Pn 1.6 pd with ssp & Hw 600 mm (Hsn code 84818010)
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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 concrete paver
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Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets
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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.(CSR item 13.54)
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Making dewatering arrangement by pumping set 4'' x 4'' (Tractor driven) taking 22 hours a a day for 2 days ( Open Dewatering )
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Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department (size 0.9m x 0.9m)
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Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m. CSR ITEM NO. 20.04 C
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
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Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:-
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1st Class burnt Brick work laid in csm1:3 in foundation & Plinth
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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)
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Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect
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Laying R.C.C. 1:2 :4 (M-15) batch mixed with stone ballast or shingle
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Reinforced cement concrete M-30 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
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Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. (CSR item no. 6.19)
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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.
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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.03 c (ii)
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Dismantling of brick masonary in cement
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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)
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E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) (CSR item no. 6.6)
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Laying R.C.C. 1:2 :4 (M-15) excluding steel reinforcement but including centering and shuttering and vibrating the concrete
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S/o M.S.annealed wire 4 mm
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Bending binding and placing in position steel reinforcement
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Cement concrete (M-10)1:3:6 mixing by mechanical means using concrete mixer volumetric type with stone aggregate 40mm gauge.
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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.
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Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i)
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Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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 a lead of 30 metres.
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0.20 ft
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0.40 ft
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0.50 ft
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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.
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weaving wire netting for wire crate including binding sides and partitions to make crate of 6"x6" mesh
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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 and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley including cutting and loading in trolley, and Transporting to the embankment locations with all lift and leads (Lead -3km)
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Extra for compensation for ordinary earth/clay taken from privet land [CSR item no. 6.4
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