Tender For Re-Construction / Renovation Of Gangway Cum Pontoon Jetty At Pakhiralay Ferry Ghat In The Dist. South 24 Parganas
Tender Value
2.12 Crore
Estimated cost
Bid Submission
10 Sep 2026
18 days left
EMD
4.24 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas South → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Construction / Renovation Of Gangway Cum Pontoon Jetty At Pakhiralay Ferry Ghat In The Dist. South 24 Parganas
BOQ
| Sl. No. | Item Description |
| 1 | Pontoon: L : 30 M X B : 9.0 M X D : 1.5 M |
| 2 | The Pontoon mooring gears to be removed & same to be kept in safe & secure position for further use. The demooring of pontoon is to be carried out under instruction & satisfaction of Engineer-in-charge. |
| 3 | The under repair pontoon shall be demoored and towed to ship repairing yard by Tug/Launch for dry dock repair as per ship repairing practice under instruction & satisfaction of Engineer-in- charge. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | Gauging including preparation of report of the under repair pontoon hull, deck plates & internal scantlings prior to crop & renew as per ship repairing practice under instruction & satisfaction of Engineer-in-charge. The report to be submitted to the Engineer-in-charge. |
| 8 | Preparation of design & fabrication drawing with necessary detailing of the existing under repair Pontoon complying with ship building practice under Engineering- in- Charge prior to instruction & satisfaction of Engineering commencement of works and to prepare as built drawing report after completion of the works. |
| 9 | 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. |
| 10 | 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. |
| 11 | The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-150 Charge. |
| 12 | 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 |
| 13 | 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. |
| 14 | 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 | 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. |
| 16 | Provide and suplly at site good quality with or without stock steel anchor of 3.0 to 3.5 MT along with 'D' shackle/swivel & deliver at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 17 | 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 |
| 18 | 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 |
| 19 | 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. |
| 20 | Provide, supply shall fix up fairlead (made of cast iron) on the pontoon, under instruction & satisfaction of Engineer-in-Charge. |
| 21 | 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. |
| 22 | The hired pontoon shall be demoored and towed back to shipyard at Kolkata/Howrah after demooring under instruction and satisfaction of Engineer-in-Charge. |
| 23 | Spare pontoon hire charges |
| 24 | Structural Steel Gangway: L 30.0 M X B : 2.25 M X D : 2.9 M |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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. |
| 29 | 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. |
| 30 | 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 |
| 31 | 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. |
| 32 | 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. |
| 33 | The Gangway shall be secured with pontoon bollards with D' shakle under instruction & satisfaction of Engineer-in-Charge |
| 34 | The Gangway shall be secured with pontoon bollards with 24.0 mm & stud link chain under instruction & satisfaction of Engineer-in-Charge |
| 35 | 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 |
| 36 | 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. |
| 37 | Flap of 8.0 mm thick chqd. plate with stiffener's are to make & fix up to connect link platform with gangway |
| 38 | 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. |
| 39 | Renewal of 'U' bracket / Roller bracket with base plate & fixup under instruction & satisfaction of Engineer-in-charge. |
| 40 | Yoke roller resting base box to make new & fixup under instruction & satisfaction of Engineer-in-charge. |
| 41 | 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.i) Wiring |
| 42 | Flood light |
| 43 | Gangway light |
| 44 | LINK PATHWAY (L: 20 X B: 2.25 M X D: 2.9 M - 3 Nos) |
| 45 | 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. |
| 46 | The link pathway 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. |
| 47 | 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. |
| 48 | 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 |
| 49 | Grouting the foundation bolt (by HILTI method ) for vertical post, base plate as per the direction & instruction to the satisfaction of Engineer-in-charge. |
| 50 | Providing and placement of the steel bearing plates for the four vertical post under instruction & satisfaction of Engineer-in-charge. |
| 51 | 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. |
| 52 | 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. |
| 53 | PASSENGER SHED |
| 54 | 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. |
| 55 | 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. |
| 56 | 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 |
| 57 | 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 |
| 58 | 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. Ref. P-42,1-36 (a) of PWD (B)] |
| 59 | Cement concrete flooring with high performance non-metallic floor hardener containing specially graded non-metallic hard wearing natural aggregates imparting floor hardness in the range of mohr scale 8-9 & capable of achieving 28 days compressive strength of 25 MPa with air content less than 3% applied as a dry shake @ 5Kg/sgm sprinkled to provide durable, non-slip monolithic floor for application of the topping over freshly laid concrete with under layer of 40 mm. thick cement concrete (1:2:4) (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per specification of the manufacturer & as per direction of Engineer-in-Charge. [Note: Floor hardener is applied as dry shake using a power trowel when the floor concrete has stiffened sufficiently and bleed of water should not be visible on the top of the floor while the application started] [Ref. P-293,1-22 of PWD (B)] |
| 60 | 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. |
| 61 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 62 | 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. |
| 63 | 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.(A) floor(a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 64 | (B) Wall (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 65 | 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. |
| 66 | Supply of Recron 3S @ 125 gm. / one bag of cement for concreting work (product of Reliance Industries). |
| 67 | 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 |
| 68 | 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 |
| 69 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way. (a) With 0.80 mm sheet. |
| 70 | 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 |
| 71 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 72 | 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). |
| 73 | 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. |
| 74 | 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 ) |
| 75 | 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. |
| 76 | 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. |
| 77 | Labour for Chipping of concrete surface before taking upPlastering work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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