Tender For Re-Construction / Renovation Of Gangway Cum Pontoon Jetty At Sandeshkhali Ferry Ghat In The Dist. North 24 Parganas
Tender Value
1.72 Crore
Estimated cost
Bid Submission
03 Oct 2026
19 days left
EMD
3.45 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 North → 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 Sandeshkhali Ferry Ghat In The Dist. North 24 Parganas
BOQ
| Sl. No. | Item Description |
| 1 | Pontoon:L : 25 M X B : 8.0 M X D : 1.4 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 & gangway 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. gangway, 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 | 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. MaterialsTesting certificate to be produced. |
| 9 | Provide, supply shall fix up longitudinal & vertical fender with best quality sal wood (200mmx200mm) without knots & cracks along with fittings & fixtures after applying 3-coats of coal tar / black Bituminus paint prior to fixing the same in accordance with approved drawings under instruction & satisfaction of Engineer-in-Charge. Hor. : 25.00 M, Ver. : 10 Nos. X 1.0 M. |
| 10 | The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge. |
| 11 | The reconstructed pontoon shall be cleaned prior to apply paints. The pontoon bottom & side hull shall be painted with 2-coats Tuffkote Red Oxide Zinc Chromate Primer, final 2 coat BIPIGARD / EPIGARD as per painting schedule under instruction & satisfaction of Engineer-in-Charge. |
| 12 | 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. |
| 13 | 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. |
| 14 | Supplying of U-2 grade better quality anchor chains of 48.0 mmɸ - 50.0mmɸ along with test certificate & joining 'D' shackles after descaling & painting at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 15 | Provide and suplly at site good quality 'D' shackle / swivel & deliver at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 16 | 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. |
| 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 | Provide, supply shall fix up fairlead (made of cast iron) on the pontoon, under instruction & satisfaction of Engineer-in-Charge. |
| 19 | The repaired 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. |
| 20 | The hired pontoon shall be demoored and towed back to shipyard at Kolkata / Howrah/ North & South 24 Parganas after demooring under instruction and satisfaction of Engineer-in-Charge. |
| 21 | Spare pontoon hire charges. |
| 22 | Provide & fix up bollard of standard dimension on the pontoon, under instruction & satisfaction of Engineer-in-Charge. |
| 23 | The Manhole cover shall be refixed after cleaning and opening the existing manhole, cleaned and refitting with new stud and rubber gusket under instruction & satisfaction of Engineer-in-charge. |
| 24 | 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. |
| 25 | Structural Steel Gangway: L 35.0 M X B : 2.0 M X D : 2.9 M |
| 26 | 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. |
| 27 | The gangway 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 under instruction & satisfaction of Engineer-in-charge. |
| 28 | 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | 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 |
| 32 | The gangway deck wood are to be renewed (L: 35.0 M X B: 2.0 M X T: 0.075 M) with best quality sal wood /or 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 / black Bituminus paint prior to fix up. The Gangway wood fixing will be carried out under the 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 ɸ stud link chain under instruction & satisfaction of Engineer-in-Charge. |
| 35 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 36 | Stair to construct with ISA-65 & wooden plank 3.25 M X 0.30 M X 0.075 M X 3 steps 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 under instruction & satisfaction of engineer-in-charge. |
| 38 | Yoke roller resting base box to make new & 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 | Grouting the foundation bolt (by HILTI method ) for vertical post, base plate as per the direction & instruction to the 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 | PASSENGER SHED |
| 45 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 46 | 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 |
| 47 | 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. |
| 48 | 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] With 4 : 1 cement mortar. a) 20 mm thick plaster. |
| 49 | Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor. |
| 50 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 51 | 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 In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement) (iii) 35 mm. thick |
| 52 | Supplying, fitting & fixing 1st 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 With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 53 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 54 | Supply, fitting & Fixing of roofing sheet of colour coated 0.45mm Base Metal Thickness BMT) (0.53 mm Total P Thickness excluding paint(TPT)) of 700 mm effective cover width, 43mm deep rib spaced at 233mm c/c along with micro- stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum vield strength of 550MPa, metallic coated of Zincalume, Aluminium Zinc alloy AZ150, conforms to IS15961, pre-painted with inorganic pigments super durable polyester(SDP) colorbond xrw (xterior roofing and walling) with higher SRI (solar reflective index) value Thermatech technology conforms to IS 15965 class 3. The sheets shall be fixed to every purlin by means of clips- KL70. The clip KL-70 shall be fastened with nominal 40μm zinc coated or nominal 25µm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be of same parent of coil. The profile sheet, fastener size etc. shall be approved by the concern authority. The measurement shall he based on finished/covered surface area. Note: Specific permission of the Chief Engineer is required for execution of this am) |
| 55 | Supplying, fitting & fixing UPVC A-Type and fittings conforming to IS: 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. |
| 56 | Supplying, fitting & fixing UPVC A-Type and fittings conforming to IS: 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. c) Bend 87.5 degree (i) 110 mm. dia.Pipes. |
| 57 | Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. |
| 58 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 59 | 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). |
| 60 | 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. |
| 61 | 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.In Ground floor (Two Coat) c) Super Protective 100% Acrylic Emulsion. |
| 62 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iv) 80 mm x 60 mm rectangular |
| 63 | Bank protection work surrounding the jetty |
| 64 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (Diameter of pile to be measured at a distance of 1.5m from the thicker end.)125 mm diameter . |
| 65 | 150 mm diameter . |
| 66 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. Double coat. |
| 67 | Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. 125 mm diameter . |
| 68 | 150 mm diameter . |
| 69 | Supplying, fitting and fixing M.S iron shoe to Jhaw / Eucalyptus bullah piles including necessary cleats, nails etc. complete. a) For bullahs above 10 cm & up to 20 cm av. Diameter. |
| 70 | Labour for fitting and fixing iron nails half split bullah wailing pieces and cross pieces etc. complete including cost of nails only complete as per direction of the Engineer-in-charge. Jhaw / Eucalyptus. b) Width of thinner ind above 15 cm. |
| 71 | Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m. and sewing with 12 S.W.G galvanised wire including cost of all materials, carriage up to site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) c) 0.60 metre x 0.60 metre nominal section |
| 72 | 0.90 metre x 0.60 metre nominal section |
| 73 | Supplying, fitting and fixing pieces for rectangular / square / circular susages at the ends, with 10 SWG / 8 SWG GI wire net of different mesh sizes tying & sewing the same maintaning a lap length of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wire netting, fitting etc. complete as per direction of the Engineer-in-charge. a) Mesh size 100mm x 100 mm with 10 SWG wire. |
| 74 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone / brick) and sewing as done in case of cement bags, (tying with a knot after filling will nbot be accepted), and stacking within a kead if 30 netre as per direction of Engineer-in-charge (cost is excluding the cost of any types of filling materials). NB: Volume of earth / sand filled bags should not be less than 0.028 cum/bag. |
| 75 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 76 | Providing and laying pre-cast brick block pitching of required size (53 cm. x 53 cm. x 25 cm. or as directed by the Engineer-in-charge) with 1st class kiln burnt bricks in cement mortar including flush pointin on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster, curin, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials / blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is 1:4) |
| 77 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooeen malllet after laying to achieve designed section as per direction of the Engineer-in-charge (measurements will be on finished work / in stack after deducting necessary void).a) Jhama ballast |
| 78 | Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.) |
| 79 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Silver Sand. Stacked at site. |
| 80 | Earth work in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 81 | Supply, installation, fitting and fixing of Solar OFF GRID PV Power System for Lighting system with Battery, Inverter, Solar Panels including fabrication works as per requirement of all complete of Capacity - 11.5 kwp including O&M for 5(five) years as per instruction & direction of Engineering in Charge.i)Good quality Solar PV Modules Mono Perc of 550 W /24 V-21Nos.ii)Good quality Solar off Grid Solar Inverter 15 KVA/180V-240V-1Nos.iii)Good quality Exide make Solar Battery of 200AH-15-Nos.iv)Good quality of DC Cable XLPO TUV Protected 10 sq.mm 10 Meter-5Nosv)Good quality of AC Cable 6 sq.mm of 1 coil.vi)Good quality of Multipurpose Solar Energy Earthing Kit-1 set.vii)Light fitting as per requirments.viii)Wiring as per requirement shall be installed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender