West Bengal Transport Infrastructure Development Corporation Limited Tender
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West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Civil And Construction
Eprocure
Opening Date19 Jun 2024
Closing Date10 Jul 2024
Tender Amount₹ 1,58,82,498
Costs
EMD
₹ 3,17,650Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBTID_694095_3Bid Award Id
ViewTender No
01/WBTIDC/2024-25Tender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
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.
1
179550
179550
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.
30
105000
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
72000
30
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.
2400
300000
125
Preparation of design & fabrication drawing with necessary detailing of the existing under repair Pontoon complying with ship building practice under instruction & satisfaction of Engineering - in- Charge prior to commencement of works and to prepare as built drawing report after completion of the works.
1
90000
90000
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.
50
7500000
150000
The half round steel pipe fender (150 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.
1.8
270000
150000
The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge.
680
250240
368
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.
1350
219145
162.33
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.
350
243250
695
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.
20
60000
3000
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.
165
1128765
6841
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. ( 'D' shackle)
12
30000
2500
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. (steel anchor )
2
760826
380413
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
224000
112000
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.
6
151872
25312
Provide, supply shall fix up fairlead (made of cast iron) on the pontoon, under instruction & satisfaction of Engineer-in-Charge.
2
40000
20000
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.
1
450012
450012
The hired pontoon shall be demoored and towed back to shipyard at Kolkata / Howrah after demooring under instruction and satisfaction of Engineer-in-Charge.
1
75397
75397
Spare pontoon hire charges to be used during reconstruction works at site.
1
225000
225000
Structural Steel Gangway. ( Size: L 30 M X B : 2.25 M X D : 2.9 M)
-
-
-
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.
1
50000
50000
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.
6.5
975000
150000
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.
470
14100
30
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.
1
75526
75526
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.
4
100000
25000
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
470
76295
162.33
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 /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 prior to fix up. The Gangway wood fixing will be carried out under the instruction & satisfaction of Engineer-in-charge.
5.5
620284
112779
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
22500
7500
Supply installation fitting-fixing 'D' shakle under instruction & satisfaction of Engineer-in-Charge.
4
4000
1000
Provide supply and installation at site to secure the Gangway with pontoo bollards with 24.0 mm ɸ stud link chain under instruction & satisfaction of Engineer-in-Charge.
27.5
41250
1500
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
90000
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
30000
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
37500
150000
Yoke roller resting base box to make new & fixup under instruction & satisfaction of Engineer-in-charge.
2
50000
25000
Renewal of 'U' bracket / Roller bracket with base plate & fixup under instruction & satisfaction of Engineer-in-charge.
4
101792
25448
Grouting the foundation bolt (by HILTI method ) for yoke and roller base plate from yoke staging platform as per the direction & instruction to the satisfaction of Engineer-in-charge.
12
144000
12000
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 i) Wiring
130
32500
250
ii) Flood light
2
12000
6000
iii)Gangway light
10
5100
510
PASSENGER SHED
-
-
-
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. (a) Pakur Variety.
5
21050
4210
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.
25
8100
324
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.
65
20865
321
Supply of Recron 3S @ 125 gm. / one bag of cement for concreting work (product of Reliance Industries).
45
2475
55
Rendering the Surface of walls and ceiling with White Cement base
WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
65
7930
122
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.
for Floor
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative
25
18300
732
(ii) Other than Coloured decorative including white
25
17300
692
for wall
With Sand Cement Mortar (1:3) 15 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
30
22170
739
(ii) Other than Coloured decorative including white
30
20910
697
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]
65
41080
632
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.
10
95000
9500
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 Mtr
5.5
323576
58832
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.
78
69888
896
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way.
(a) With 0.80 mm sheet.
80
35920
449
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
60
24120
402
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.
60
1260
21
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
65
1885
29
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).
65
5135
79
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.
42
1894
45.1
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
42
2940
70
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.
45
7920
176
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
5
170
34
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.
40
10040
251
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.
8
1280
160
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
104160
5208
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