West Bengal Transport Infrastructure Development Corporation Limited Tender
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West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Eprocure
Opening Date27 Nov 2019
Closing Date3 Dec 2019
Tender Amount₹ 81,06,158
Costs
EMD
₹ 1,62,188Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WBTID_255363_1Bid Award Id
ViewTender No
32/WBTIDC/CE/2019-20Tender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Lifting / Pulling out of the two (2) nos.Shore side mooring chains & loading on hired spare pontoon of the same with the help of heavy duty pullers, Chain Pulley blocks, other Tools / Tackles, wire ropes, Poly propelene ropes, “D” Shackles, Wooden blocks etc.
2
-
49800
Lifting of the existing Gangway from the Yoke staging platform & placing over the existing pontoon for towing to repairing yard placing on Wooden blocks with the help of Heavy duty pullers, Chain Pulley blocks, other Tools / Tackles, wire ropes, Poly propelene ropes etc. as per the direction & instruction to the satisfaction of Engineer-in-charge
1
-
98800
Lifting / taking out the existing yoke with roller and placing the same on the spare / hired pontoon and unloading at the Ship repairing yard for further use as per the direction & instruction to the satisfaction of Engineer-in-charge.
1
-
59600
The under repair pontoon shall be demoored and towed to ship repairing yard along with Gangway and yoke with yoke assemblies by Tug / Launch for dry dock repair as per ship repairing practice as per IWT dte. under instruction & satisfaction of Engineer-in-charge.
1
-
95000
Painting after cleaning and derusting of salvaged mooring chains under instruction & satisfaction of Engineer-in-Charge.
4
-
35000
Clearing the accumulated / silted earth by means of water jetting or any other means surrounding the pontoon to place the gangway under instruction & satisfaction of Engineer-in-Charge.
1
-
300000
Pontoon Size - L 25.0 M X B : 8.0 M X D : 1.4 M
-
-
-
The pontoon shall be blocked for reapir & unblocked after repair under instruction & satisfaction of Engineer-in-charge.
25
-
3500
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.
1400
-
30
Crop & renewal of pontoon hull, deck plates with 8.0 mm tested plate (IS:2062) & 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. Testing certificate to be produced.
16.8
-
126100
The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge.
525
-
368
The fabricated pontoon shall be cleaned mechanically / manually internal & external area prior to apply paints. The pontoon external hull area including deck, fittings & internal void spaces shall be painted with 2-coats Tuffkote Red Oxide Zinc Chromate Primer, final 2 coat BIPIGARD / EPIGARD & one coat of antifouling paints to be painted upto water lebel as per painting schedule under instruction & satisfaction of Engineer-in-Charge.
1400
-
162.33
The wooden fender (200 mm X 200 mm) of best quality sal wood without any knots / cracks & defects shall be fixed on the berthing side of pontoon Longitudinal:25.0 m Vertical: 8 Nos. X 0.5 m with MS cleat with pipes welded with hull & fasteners under instruction & satisfaction of Engineer-in-charge.
1.2
-
112828
The repaired pontoon with all accessories required for installation is to be towed to site for installation along with gangway and yoke assemblies with mooring gears . The gangway and pontoon are to be secured with necessary chain & joining shackles after installation under instruction & satisfaction of Engineer in charge.
1
-
200000
After descaling & painting U-2 grade better quality anchor chains of 40.0 mmɸ - 42.0mmɸ along with test certificate & joining 'D' shackles shall supply at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
165
-
4109
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.
7
-
2500
Supply & delivered at site good quality with or without stock steel anchor of 2.5 to 3.0 MT along with 'D' shackle / swivel shall supply & deliverat site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-ChargeAnchor
1
-
300990
Construction of R.C.C shore mooring bollards of 1.0 m3 each 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
-
89330
Provide, supply shall fix up of Al/Zn anode to be fitted under the pontoon, under instruction & satisfaction of Engineer-in-Charge.
14
-
2000
Provide, supply shall fix up fairlead (made of cast iron) on the pontoon, under instruction & satisfaction of Engineer-in-Charge.
2
-
20000
Suppply, fabrication and erection of stainless steel / aluminium railing surrounding the outer perimeter of the pontoon to protect the passenger during embarkation and disembarkation to the vessel.
100
-
4500
Fabrication and placing of Steel ramp at the end of the gangway on the pontoon side to facilitate the passenger for smooth and hastle free movement including a flap plate as per direction of the Engineer in Charge.
1
-
150000
Gangway L 30.0 M X B : 2.0 M X D : 2.9 M
-
-
-
The Gangway is to be released from Pontoon joining chains & shackles prior to placement of the spare Pontoon under the instruction & satisfaction of Engineer in charge.
1
-
50000
The gangway shall be towed to ship repairing yard for repairing / reconstruction work, loading on the spare / repaired pontoon under instruction & satisfaction of Engineer-in-charge.
1
-
80000
The gangway scantling members are to be marked for crop & renewal with IS 2062 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. The steel plate to be tested in the laboratory and the test certificate to be sent to the office.
3
-
126100
The gangway deck wood are to be renewed (L: 30.0 M X B: 2.0 M X T: 0.075 M) with best quality sal wood free from any defects. 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.
4.8
-
112828
The gangway scantling are to be chipped, scrapped & cleaned satisfactorily prior to apply primer coats of paint. The Gangway is to be painted with 2 costs of zinc chromate red primer (Marine Guard) and final 2 coat anti corrosiv silver. The paintry are to be carried out under the instruction & satisfaction of Engineer-in-charge.
620
-
162.33
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
Reconstruction / make new with forged steel materials (IS: 1873 Class II ) the existing Yoke with roller and base, pin etc. & fixup under instruction & satisfaction of Engineer-in-charge.
1
-
140000
The Gangway shall be secured with pontoon bollards with 24.0 mm ɸ stud link chain under instruction & satisfaction of Engineer-in-Charge.
55
-
1500
The Gangway shall be secured with pontoon bollards with 24.0 mm ɸ D shackle under instruction & satisfaction of Engineer-in-Charge.
4
-
1000
Electrical wiring & fixing of light fitting as per ship building practice, 2(two) nos. flood lights FWD & aft. 20 nos. deck light on gangway & Link platform walk way under instruction & satisfaction of engineer-in-charge. Wiring
130
-
250
Flood light
2
-
6000
Gangway and lind pathway light
20
-
2200
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
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.
1
-
15000
Refurbishing of Link pathway, Foot Bridge and Passenger Shelter
-
-
-
Miscellaneous repairing of the existing Footbridge MS Structure in situ condition including replacing the existing bearing plate and crop renewal of the scantling members, nut bolts as necessary under instruction and satisfaction of Engineer-in-Charge.
2
-
130000
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.
0.25
-
126100
Over hauling / Greasing / Oiling of yoke, rollers, yoke pin in situ condition for free movement of yoke with respect to yoke pin & rollers ensured under instruction & satisfaction of Engineer-in-charge.
1
-
90000
Yoke roller resting base box to make new & fixup under instruction & satisfaction of Engineer-in-charge.
2
-
25000
Yoke staging platform, Link pathway and footbridge to refurbish / repair including the bolt and nut of yoke base and yoke pin necessary plastering of the passenger shelter, wearing coarse over the footbridge all complete under instruction & satisfaction of Engineer-in-charge.
1
-
90000
Priming & painting all complete the foot bridge and link pathway including pile & pile caps after plastering and removal of rust etc. all complete under instruction & satisfaction of Engineer-in-charge.
1
-
90000
Installation of the informatory sign board
-
-
-
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
36
-
5208
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