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 Date8 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 1,70,83,418
Costs
EMD
₹ 3,41,668Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBTID_706818_1Bid Award Id
ViewTender No
04/WBTIDC/2024-25Tender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
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.
25
87500
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.
1200
36000
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.
1200
150000
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.
48
7200480
150010
The half round steel pipe with specification of IS:2062, E 250 grade 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. : 25.00 M, Ver. : 15 Nos. X 1.0 M.
1.8
270018
150010
The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge.
560
206080
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.
1200
194796
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.
230
159850
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.
12
30000
2500
Provide and suplly at site good quality with or without stock steel anchor of 3.0 to 3.5 MT for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
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 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.
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
Hiring of Spare pontoon under instruction & satisfaction of Engineer-in-Charge.
1
225000
225000
Provide & fix up bollard of standard dimension on the pontoon, under instruction & satisfaction of Engineer-in-Charge.
8
200000
25000
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.
8
160000
20000
Structural Steel Gangway: L 35.0 M X B : 2.5 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.
8
1200080
150010
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.
510
15300
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
510
82788
162.33
The gangway deck wood are to be renewed (L: 35.0 M X B: 2.5 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.
6.73
759002
112779
The Gangway shall be secured with pontoon bollards with 24.0 mm ɸ stud link chain & 'D' shakle under instruction & satisfaction of Engineer-in-Charge. 24.0 mm ɸ stud link chain
4
4000
1000
D' shakle
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
37502
150010
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
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.
1
1528000
1528000
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.
16
129287
8080.49
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.
8
3283
410.38
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.
65
14810
227.85
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
5
36168
7233.63
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)
30
34405
1146.86
Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab 0.6 upto 1.0 square metre.
2
5691
2845.68
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
10
9248
924.88
Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) I (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (A) Deep Colour & White Sq.
10
20874
2087.4
Supply of Recron 3S @ 125 gm. / one bag of cement for concreting work (product of Reliance Industries).
30
2021
67.38
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
30
4483
149.45
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
2.5
222346
88938.68
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)
50
63883
1277.68
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way. (a) With 0.80 mm sheet.
10
5500
550.03
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
20
9849
492.45
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.
160
4116
25.73
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
160
5684
35.53
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).
160
15484
96.78
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.
160
8839
55.25
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
120
10290
85.75
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
20
833
41.65
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. (i) 110 mm. dia.Pipes.
18
5534
307.47
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
1372
171.5
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
10
63798
6379.8
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