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₹ 1,29,34,163
Costs
EMD
₹ 2,59,983Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_WBTID_246779_2Bid 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.
30
-
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.
2835
-
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.
56.34
-
126100
The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge.
680
-
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.
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:30.0 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.
1.48
-
112828
The repaired pontoon with all accessories required for mooring is to be towed to site for installation along with gangway and yoke assembles with existing 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
-
250000
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.
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 sacrificial anode (Al / Zn) to be fitted under the pontoon, under instruction & satisfaction of Engineer-in-Charge.
20
-
2000
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
-
100000
Spare pontoon hire charges.
90
-
2000
Structural Steel Gangway. ( Size - L-30.0 M x B-2.5 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 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
-
100000
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.
12.95
-
126100
The gangway deck wood are to be renewed (L: 30.0 M X B: 2.5 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.
6.5
-
112828
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 big size including fitting & fixing all complete.The work to be carried out under the instruction & satisfaction of engineer-in-charge.
4
-
10000
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.
510
-
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 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.
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
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 to refurbish / repair including the bolt and nut of yoke base and yoke pin under instruction & satisfaction of Engineer-in-charge.
1
-
40000
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
Link platform & Passenger Shed
-
-
-
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (a) Pakur Variety.
5
-
4468.9
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.
20
-
385.25
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 cement.35 mm. thick.
90
-
379.5
Supply of Recron 3S @ 125 gm. / one bag of cement for concreting work (product of Reliance Industries).
60
-
55
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
-
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.
120
-
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.
60
-
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)
300 mm. wide gutter
60
-
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.
120
-
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.
120
-
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).
120
-
90.85
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) One Coat. Water based interior grade Acrylic Primer.
100
-
35.42
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.
Two Coats
100
-
80.5
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.
120
-
213.9
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
50
-
39.1
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
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
24
-
5208
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