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 Saidoke Disty Rd 40000-49500 And Reconstruction/remodeling Of Pucca Structures And Other Allied Works Of Saidoke Disty. in Fazilka, Punjab, with an estimated contract value of Rs. 1,65,00,000. 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.
Costs
EMD
₹ 3,30,000Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_139344_10Tender 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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Reinforced cement concrete M-25 complete as per drawing and Technical Specifications height upto 5 Mtrs using concrete mixer (CSR item no. 21.32 F/i)
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Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical and bartering including attached pillasters buttresses etc). Complete in all respect. (CSR Item No. 9.2)
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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 (CSR item no. 18.18)
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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5 b (i+ii+iii))
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Re-handling of Earthwork with lead 30 meters (CSR note no. 6.2)
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Supply and laying dry brick ballst as graded filter beneath CCM blocks (CSR item no.10.30)
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Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg. lead 0.95 km i/c 0.95 Km katcha including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads (CSR item no. 19.38)
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Making sirki sarkanda temporary godown 3mtr x 3mtr with walls 2.5 mtr height 1.5 brick thick burnt bricks laid dry excluding cost of bricks but including cost of other material.
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Water Arrangements
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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 i/c Disposal/carraige from 0 upto 450m (CSR item no. 19.38 a)
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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 by mechanical means depth upto 3 mtrs. (CSR item no. 21.1/B-a)
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Rehandling of Earhwork (Chapter no. 6 note no. 2)
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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 (CSR item no. 21.4)
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Cement concrete 1:2:4 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type (CSR item no. 10.13/a/ii)
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Cement concrete 1:4:8 (a) with stone ballast (ii) mixing by mechanical means using concrete mixer volumetric type (CSR item no. 10.11/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 (CSR item no. 10.15)
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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 (CSR item no. 10.17)
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications (CSR item no. 21.33)
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Providing, lowering RCC Hume NP-2 Pipe 600mm i/d in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (CSR Item no. 29.46/B/I)
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Providing Stringing out,cutting,Jointing and testing ISI Marked D.I Pipe (S&S) as per IS 8329 and laying same in trenches to correct alignment and gradient and jointed with rubber tyton joints fitted complete including all cartidge and cost of rubber ring CSR item 28.7(B.B(K)) 600 mm dia
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. (CSR item no. 29.47/I/i)
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Supply,bending and fixing of Rungs, as per IS code 3873-1993 (CSR item no. 19.17)
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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 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates. (CSR Item no. 22.23-a)
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Filling Empty cement bags with good earth and laying in position in dry condition including supply and carriage of Ec bags and good earth and cost of material such as string etc complete in all respect ( for bundh) (CSR item no. 23.26)
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Filling Empty cement bags with good earth and laying in position in wet condition including supply and carriage of Ec bags and good earth and cost of material such as string etc complete in all respect ( for bundh) (CSR item no. 23.27)
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Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) For open dewatering (CSR item no. 25.6)
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Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (CSR Item No. 25.4)
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Making bore and installation of pumping set for dewatering arrangements complete in all respects. (CSR item no: 25.5)
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Providing & Fixing C.I/D.I Flanged end,stem of S.S (AIS 1410) and Bronze (gunmetal) working parts Sluice valves ISI marked 14846-2000 including jointing testing & cost of nut ,bolt & insertion sheet , all carriages complete (wiith approval of Engineer in charge) CSR item 28.27 A k
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Leasing land for excavation of trenches, movement of machinery and stacking of excavated material for a period of 6 months
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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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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)
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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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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)
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Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets
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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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Adjusting A.P.M. to the correct 'Y' and fixing in position:-
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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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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.03 c (ii)
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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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1st Class burnt Brick work laid in csm1:3 in foundation & Plinth
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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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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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Centering shuttering. For slab
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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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0.20 ft
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0.32 ft
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0.40 ft
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0.50 ft
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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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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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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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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.
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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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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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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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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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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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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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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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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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Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i)
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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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Extra for compensation for ordinary earth/clay taken from privet land [CSR item no. 6.4
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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) excluding steel reinforcement but including centering and shuttering and vibrating the concrete
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Bending binding and placing in position steel reinforcement
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Laying R.C.C. 1:2 :4 (M-15) batch mixed with stone ballast or shingle
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Bending binding and placing in position steel reinforcement 10 mm dia. Bars
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Dismantling of brick masonary in cement
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Any Other Item
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