West Bengal Transport Infrastructure Development Corporation Limited Tender
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The WBTIDC has issued a formal invitation for competitive bids for the West Bengal Transport Infrastructure Development Corporation Limited project, for Re Construction Renovation Of Gangway Cum Pontoon Jetty At Dayapur Ferry Ghat In The Dist South 24 Parganas in South 24 Parganas, West Bengal, with an estimated contract value of Rs. 2,14,69,882. The bid opening date for this tender is 14-05-2025 and the last date for bid submission is 17-06-2025. Interested bidders for West Bengal Transport Infrastructure Development Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Civil And Construction
Eprocure
Opening Date14 May 2025
Closing Date17 Jun 2025
Tender Amount₹ 2,14,69,882
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes having completed similar nature of work. The specific requirements include producing credentials of 2 similar nature of completed work, each of the minimum value of 30% of the estimated amount put to tender during 5 years prior to the date of issue of the tender notice. Alternatively, the bidder should produce credentials of one single running work of similar nature which has been completed to the extent of 80% or more and value of which is not less than the desired value. Additionally, the agency should have completed at least three constructions/renovation of Gangway cum Pontoon Jetties within the last five years prior to the issuance of the NIT. The bidder should also have an average annual financial turnover during the last three years ending 31st March of the previous financial year of at least 75% of the estimated cost. However, some sources do not mention specific values like amount and percentage, only requiring completion of at least one similar nature of work under the authority of State/Central Govt., State/Central Govt. undertaking/Statutory Bodies.
Costs
EMD
₹ 4,29,398Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WBTID_842666_2Tender No
04/WBTIDC/2025-26Tender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Towing the Spare pontoon to site with all material i.e. anchor-chain & other sundry items as necessary for mooring and installation of the same as per direction of the Engineer-in Charge.
1
179550
179550
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The under repaired pontoon shall be blocked for reapiring as per ship building / ship repairing practice and unblocked after repairing under instruction & satisfaction of Engineer-in-charge.
30
3271
98130
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The pontoon hull & internal scantlings are to be chipped, scrapped & cleaned to mark the hull, deck plates & internal scantling to crop & renew under instruction & satisfaction of Engineer-in-charge.
1391
30
41730
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Preparation of design & fabrication drawing with necessary detailing of the existing under repair Pontoon complying with ship building practice under in- Charge prior to instruction & satisfaction of Engineering commencement of works and to prepare as built drawing report after completion of the works.
1
90000
90000
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Crop & renewal of pontoon hull, deck plates with 8.0 mm tested plate (IS:2062) E 250 grade & deck fittings, internal scantlings, manholes with steel materials of required dimensions satisfying ship building / ship repairing quality, void spaces vent pipe to fixup, under instruction & satisfaction of Engineer-in-charge. Materials Testing certificate to be produced.
66
150000
9900000
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The half round steel pipe fender (200 mm. Dia) shall be fixed on the berthing side of pontoon & fixtures after applying primer & paint prior to fixing the same inaccordance with approved drawings.Pipes are to be welded with doubler over hull plate & fasteners under instruction & satisfaction of Engineer-in-charge. Hor.: 30.00 M, Ver.: 15 Nos. X 1.0 M.
1.12
150000
168000.00000000003
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The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-150 Charge.
650
368
239200
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The reconstructed pontoon shall be cleaned prior to apply paints. The pontoon bottom & side hull shall be painted with 2-coats Tufikote Red Oxide Zine Chromate Primer, final 2 coat BIPIGARD/EPIGARD as per painting schedule under instruction & satisfaction of Engineer-in-Charge
1391
162
225801.03000000003
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The pontoon shall be painted with 2 coat of antifouling paints (marine quality) after using the bonding coat upto water level as per painting schedule under instruction & satisfaction of Engineer-in-Charge.
310
695
215450
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Provide & fix up sacrificial anode (Zn) (weight should be atleast 2.5kg to 3.0 kg each) to be fitted with MS cleat over the pontoon outer hull, under instruction & satisfaction of Engineer-in-Charge
15
3000
45000
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Supplying of U-2 grade better quality anchor chains of 48.0 mm 50.0mm along with test certificate & joining T shackles after descaling & painting at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
165
6837
1128105
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Provide and suplly at site good quality 'D' shackle/swivel for anchor & deliver at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
12
2500
30000
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Provide and suplly at site good quality with or without stock steel anchor of 3.0 to 3.5 MT deliver at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
2
380415
760830
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Construction of R.C.C shore mooring bollards of 1.0 m³ cach with 3 nos. rail piles in a 1.0 m3 4.0 mm thick steel box with necessary RCC materials including shuttering shall be constructed at approved location/position on the bank of river under instruction & satisfaction of Engineer-in-Charge
2
116679
233358
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The gangway and pontoon are to be secured with necessary chain & joining shackles. The mooring of the pontoon with existing/ additional chain with anchor shall be done maintaning the variation of HWL/LWL of river under instruction & satisfaction of Engineer in charge.
2
23125
46250
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Provide, supply shall fix up fairlead (made of cast iron) on the pontoon, under instruction & satisfaction of Engineer-in-Charge.
2
20400
40800
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The pontoon will be loaded with yoke, gangway, mooring gears fittings/fixtures after repairing at the yard and shall be towed from ship building yard to Jetty installation site. The installation of the Jetty shall be under taken complying with river LWL & HWL, bore tide, Jetty site condition with reference to embankment under instruction & satisfaction of Engineer-in-Charge.
1
449674
449674
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The hired pontoon shall be demoored and towed back to shipyard at Kolkata/Howrah after demooring under instruction and satisfaction of Engineer-in-Charge.
1
75060
75060
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Structural Steel Gangway ( L 30 MXB: 2.25 M X D: 2.9 M)
-
-
-
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The Gangway is to be released from Pontoon joining chains & shackles and placed on the repaired Pontoon at the jetty site over wooden blocks for crop and renewal under the instruction & satisfaction of Engineer in charge.
1
50000
50000
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The gangway scantling members are to be marked for crop & renewal with 15 2062, E250 grade steel section of MS plate, ISMC, ISMB & ISA of different dimensions. The corroded thinned brackets including yoke roller U brackets are also to crop & renew. The repair of gangway will be carried out as per ship building/repairing practice under instruction & satisfaction of Engineer-in-charge.
7.16
150000
1074000
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The Gangway all scantlings / members are to be chipped. scrapped & cleaned mechanically/manually with bob wheel to mark and to crop & renew under instruction & satisfaction of Engineer-in-charge.
354
30
10620
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Over hauling/Greasing/Oiling of yoke, rollers, yoke pin in situ condition for free movement of yoke with respect to yoke pin & rollers under instruction & satisfaction of Engineer-in-charge.
1
75527
75527
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The Gangway Pontoon side rollers and yoke side rollers require to be smooth and safe rolling. A gun metal bush with groove lubrication to be fitted into the rollers to prevent the seizure of the yoke shaft. The Roller to make new including fitting & fixing all complete. The work to be carried out under the instruction & satisfaction of Engineer in-charge.
4
25350
101400
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The Gangway after completion of fabrication shall be cleaned by Mechanically & manually prior to apply 2 coats of Tuffkote ROZC primer & final 3 coat Lustrol Aluminium paint (painting test certificate to be provided) under instruction & satisfaction of Engineer-in-Charge
400
162
64932.00000000001
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The gangway deck wood are to be renewed (L: 30.0 M X B: 2.25 M X T: 0.075 M) with best quality sal wood for equivalant best quality wood free from any defects and knots aproved by the Engineer-in-Charge. The Gangway wood to be painted with 3 coats of coal tar prior to fix up. The Gangway wood fixing will be carried out under the instruction & satisfaction of Engineer-in-charge.
5.06
112781
570671.86
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Stair to construct with ISA-50 & wooden plank 2.5 M X 0.25 M X 0.050 M X 3 steps under instruction & satisfaction of engineer-in-charge.
3
7500
22500
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The Gangway shall be secured with pontoon bollards with D' shakle under instruction & satisfaction of Engineer-in-Charge
4
1000
4000
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The Gangway shall be secured with pontoon bollards with 24.0 mm & stud link chain under instruction & satisfaction of Engineer-in-Charge
27.5
1503
41332.5
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Supply installation fitting-fixing and testing including necessary arrangement of erecting with fastners or by holding bracket with M.S. angle by welding, the Jetty sign board depicting the name of the ghat at the both ends of link platform including lighting arrangements (weather proof) with marine grade cable and switch with covered box all complete as per shipbuilding practice under instruction & satisfaction of Engineer-in-charge
2
45000
90000
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Supply installation fitting-fixing of grill gate / drop gate maintaining the SOP guide line at the entrance of the Jetty Gangway all complete under instruction & satisfaction of Engineer-in-charge.
2
16915
33830
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Flap of 8.0 mm thick chqd. plate with stiffener's are to make & fix up to connect link platform with gangway
0.78
150000
117000
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The existing Yoke with roller and base with pin etc. of required dimension made with forged steel materials (IS: 1873 Class IV ) shall be renewed & fixup under instruction & satisfaction of Engineer-in-charge.
1
337500
337500
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Renewal of 'U' bracket / Roller bracket with base plate & fixup under instruction & satisfaction of Engineer-in-charge.
4
25448
101792
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Yoke roller resting base box to make new & fixup under instruction & satisfaction of Engineer-in-charge.
2
25000
50000
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Electrical wiring & fixing of light fitting as per ship building practice, 2(two) nos. flood lights FWD & aft. 10 nos. deck light on gangway & Link platform walk way under instruction & satisfaction of engineer-in-charge.
-
-
-
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i) Wiring
130
250
32500
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ii) Flood light
2
6000
12000
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iii)Gangway light
10
510
5100
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LINK PATHWAY (L: 30 X B: 2.25 M X D: 2.9 M X 2 Nos)
-
-
-
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The link platform scantling members are to be marked for crop & renewal with IS 2062, E250 grade steel section of MS plate, ISMC, ISMB & ISA of different dimensions. The corroded / thinned brackets including yoke roller U brackets are also to crop & renew. The repair of gangway will be carried out as per ship building / repairing practice the under instruction & satisfaction of Engineer-in-charge. Roller to make new big size.
8.5
150000
1275000
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The gangway deck wood are to be renewed (L: 30.0 M X B: 2.25 M X T: 0.075 M) with best quality sal wood for equivalant best quality wood free from any defects and knots aproved by the Engineer-in-Charge. The Gangway wood to be painted with 3 coats of coal tar prior to fix up. The Gangway wood fixing will be carried out under the instruction & satisfaction of Engineer-in-charge.
11
112781
1240591
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Chipping/scrapping by mechanical means, paintings of structural members of the Link pathway staging in the tide (low) of river by country boats as necessary where standing water is involved including hire and labour charges of necessary appliances and all tools and tackles. With 2 coats of primer (marine grade) & final 2 coats under instruction & satisfaction of Engineer-in-charge.
708
30
21240
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The Link Pathway after completion of fabrication shall be cleaned by Mechanically & manually prior to apply 2 coats of Tuffkote ROZC primer & final 3 coat Lustrol Aluminium paint (painting test certificate to be provided) under instruction & satisfaction of Engineer-in-Charge
800
162
129864.00000000001
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Grouting the foundation bolt (by HILTI method ) for vertical post, base plate as per the direction & instruction to the satisfaction of Engineer-in-charge.
36
12000
432000
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Providing and placement of the steel bearing plates for the four vertical post under instruction & satisfaction of Engineer-in-charge.
4
15755
63020
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Making arrangements for lifting the existing Pathway/Foot Bridge from the concrete and holding both ends on wooden blocks in position using hydraulic jack prior to replacing the bearing plates and positioning the same after crop and renewal of the four vertical post.
4
55600
222400
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Making arrangements for movable scaffolding with existing steel pathway in proper position, line, level, alignment and scaffolding arrangement with M.S. structural members for crop renewal and priming painting works considering all safety and security measures and dismantling the same after completion of work. The rate shall be inclusive all complete in all respect with all materials, labour, tools & plants, lead and lift. This item pertains to repairing of pathway by contractor's own cranes / derricks staging, machineries, plants & equipment etc., wherever required to complete the job, as per approved drawing as directed by Engineer-in-charge.
60
3560
213600
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PASSENGER SHED
-
-
-
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Dismantling R.C. floor, roof, beams etc. including
cutting rods and removing rubbish as directed
within a lead of 75 m. including stacking of steel
bars. a) In ground floor including roof.
2
2396
4792.2
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Ordinary Cement concrete (mis 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcemenm,if any, in ground floor as per relevant IS codes. (a) Pakur Variety.
10
9252
92525.5
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.SAIL/ TATA/RINL
1
85342
85342.07
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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture]
M 25 Grade
(i) Pakur Variety
5
9992
49963.2
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
30
396
11907
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Removing loose scales, blisters ete. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint.
70
12
871.5
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Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
70
149
10461.5
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course. scaffolding/staging where necessary (Ground floor) [Excluding cost of chipping over concrete surface] (a) With 1:4 cement mortar. (i) 20 mm thick plaster.
20
273
5465.8
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Supplying, fitting & fixing Ist quality Ceramic tiles in walls and floors to match with the existing work & 4 nos, of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
-
-
-
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(A) floor
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative
20
924
18497.4
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(B) Wall
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative
25
927
23183
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Supply installation fitting-fixing and testing including necessary arrangement of erecting the light with all accessories (with post) all complete 70 W with Maximum LUMEN of 7000 outdoor LED Solar Street Light under instruction & satisfaction of Engineer-in charge at the entrance of Gangway, Illumination of jetty, Link platform, Ticket counter with necessary fittings & fixture as per shipbuilding practice under instruction & satisfaction of Engineer- in-Charge.
12
9544
114528.84
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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.
In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cemen
(iii) 35 mm thick
45
412
18576.9
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Supply of Recron 3S @ 125 gm. / one bag of cement for concreting work (product of Reliance Industries).
20
67
1347.4
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M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as lectricity, labour insurance) etc. complete. For roof truss works
Span up to 12 Mir
3.5
88587
310054.885
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Supplying, fitting & fixing Zn -Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550
80
1097
87808
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Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way. (a) With 0.80 mm sheet.
80
550
44001.6
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Galvanised iron sheet eaves gutter fitted and fired with necessary 50 mm X 6 mm M.S flat bar clamps bem to design, boles, mus washers etc. complete. aves gutier made of 63 mm sheets. (300mm End lapping). (b) 300 mm. wide gutter
60
492
29547
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
65
96
6290.05
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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :On steel or other metal surface: With super gloss (hi- gloss). Two coats (with any shade except white).
65
96
6290.05
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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.Two Coats.
105
55
5800.2
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Two Coats
(normal acrylic emulsion )
105
82
8617.349999999999
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Neat cement punning about 1.5mm thick in wall.dado.window sill, floor etc. NOTE:Cement 0.152 cum per 100 sq.m.
10
41
416.5
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Supplying, fitting & fixing UPVC A-Type and fittings conforming to 15: 13592-1992 with all necessary clamps nails including making holes in walls, floor, etc, and cutting trenches in any soil, through masonry concrete structures etc. if necessary and mending good damages including jointing with jointing materials (span yarn, valamoid/bitumen/M. seal etc.) complete. (i) 110 mm. dia. Pipes.
40
307
12298.800000000001
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Supplying. fitting & fixing UPVC A-Type and fittings conforming to IS: 13592-1992 with all necessary clamps nails including making holes in walis, floor, etc. and cutting trenches in any soil. through masonry concrete structures etc. if necessary and mending good damages including jointing with jointing materials (span yarn, valamoid bitumen / M. seal etc.) complete. c) Bend 87.5 degree (i)110 mm. dia. Pipes.
10
196
1960
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