West Bengal Transport Infrastructure Development Corporation Limited Tender
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West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Eprocure
Opening Date27 Sep 2019
Closing Date17 Oct 2019
Tender Amount₹ 1,34,49,504 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 2,71,159Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WBTID_246779_1Bid Award Id
ViewTender No
23/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
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.
2400
-
30
Crop & renewal, fabricate with approved electrode (ESAB make or equivalent ) of pontoon hull, deck plates with 8.0 mm (IS:2062 Grade A & B SAIL/TATA) thickness tested (physical & mechanical) plate & 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.
26
-
126100
The fabricated pontoon shall be cleaned mechanically / manually internal & external area prior to apply paints. The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings.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.
2000
-
162.33
The wooden fender (200 m X 200 m) of best quality sal wood without any knots / cracks & defects shall be fixed on the berthing side of pontoon Longitudinal:25.0 m X 1 Nos ,Vertical: 10 Nos. X 0.5 m with MS cleat with pipes welded with hull & fasteners under instruction & satisfaction of Engineer-in-charge.
1.28
-
112828
The repaired pontoon with all accessories required for mooring is to be towed to site for installation with existing mooring gears and additional Anchor-chain. The repaired Pontoon and gangway are to be secured / moored with necessary chain & joining shackles after installation to resume / continue the ferry services from the Jetty under instruction & satisfaction of Engineer in charge.
1
-
250000
Supplying of U-2 grade better quality anchor chains of 40.0 mmɸ - 42.0mmɸ 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.
55
-
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
Provide and suplly at site good quality with or without stock steel anchor of 2.5 to 3.0 MT at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
1
-
300990
Provide, supply shall fix up fairlead (made of cast iron) on the pontoon, under instruction & satisfaction of Engineer-in-Charge.
2
-
20000
The hired pontoon shall be demoored and returm back under instruction and satisfaction of Engineer-in-Charge.
1
-
50000
Spare pontoon hire charges.
90
-
2000
Structural Steel Gangway. ( Size - 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 place the spare Pontoon under the instruction & satisfaction of Engineer in charge.
1
-
50000
The gangway scantling members are to be marked for crop , renewal & fabricate with approved electrode (ESAB make or equivalent ) with (IS 2062 grade A & B SAIL/TATA) steel section of MS plate, ISMC, ISMB & ISA of different dimensions. The corroded / thinned 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.
2
-
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 paints are to be carried out under the instruction & satisfaction of Engineer-in-charge.
495
-
162.33
Stair to construct with ISA-50 & wooden plank 2.0 M X 0.25 M X 0.050 M X 3 steps under instruction & satisfaction of engineer-in-charge.
3
-
7500
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
-
15000
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
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. (i)Wiring
130
-
250
(ii)Flood Light
2
-
6000
(iii)Gangway light
10
-
510
Structural steel Foot Bridge on Staging platform, Link platform,Yoke & Yoke Staging platform (L:168.0M(Appx.) X B: 2.0M)
-
-
-
Supply & deliver at site different sections / dimensions structural materials / plates / chequered plates / ISMB / ISMC / ISA / pipes / plates flatbar /Rail at site for the construction of link platform / foot bridge, light post, roof truss, vertical posts, palm plates , pad pieces, yoke roller resting boxes & essential structural works for Staging platform for Link pathway,Yoke Staging platform under instruction & satisfaction of Engineer-in-charge. The work shall be carried out in the tidal condition of river from barge / pontoon / boats as necessary including hire and labour charges of necessary appliances and all tools and tackles.
5000
-
135.4
Making joints of rails including different joints of staging platform at site with steel structural materials of different dimension as necessary / fasteners including fitting and fixing of the same in the tidal condition including scaffolding all complete under the instruction and satisfaction of the Engineer-in-Charge.
440
-
970
Different dimensions / sizes good quality M. S. fastners to supply for fixing of structural section for the construction of link platform, yoke staging, passanger shed under instruction & satisfaction of Engineer-in-charge.
300
-
85
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.
3152
-
162.33
Provide, supply, material testing (physical & chemical) & fabricate with approved electrode (ESAB make or equivalent )of all the steel (IS :2062 Gr. A & B) & chequered plate of Link pathway as per design & approved drawings at approved location including hoisting and placing in position with all complete complying with ship building practice. The work shall be carried out in the tidal condition of river from barge / pontoon / boats as necessary where standing water is involved including hire and labour charges of necessary appliances and all tools and tackles under instruction & satisfaction of the Engineer-in-Charge.
35000
-
135.4
Chipping / scrapping by mechanical means, paintings of structural members of the Link pathway 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.
1466
-
162.33
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
-
50000
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. (i) Wiring
740
-
250
ii) Flood light
2
-
6000
iii) Lights on the walkway
18
-
510
Passenger Shed
-
-
-
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. i) For roof truss works
a) Span up to 12 Mtr
2.5
-
67656.8
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 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
(i) In Roof:- a) With 0.5 mm thick sheet.
122
-
905.05
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way.
(a) With 0.80 mm sheet.
50
-
516.35
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. aves gutter made of 0.63 mm. sheets.(300mm End lapping)
(b) 300 mm. wide gutter
50
-
462.3
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.
250
-
24.15
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
100
-
33.35
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).
100
-
90.85
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.
35
-
288.65
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.
20
-
161
Maintanance of Bio-toilet all complete under instruction & satisfaction of Engineer-in-charge.
2
-
45000
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
20
-
5208
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