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₹ 1,87,09,968
Costs
EMD
₹ 3,77,979Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WBTID_246779_4Bid 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 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
-
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.
22
-
126100
The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge.
384
-
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.
1200
-
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: 18.0 m X Vertical: 8 Nos. X 0.5 m with MS cleat with pipes welded with hull & fasteners under instruction & satisfaction of Engineer-in-charge.
1
-
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 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.
330
-
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.
8
-
2500
Provide and suplly at site good quality with or without stock steel anchor of 2.5 to 3.0 MT deliver at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
4
-
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 and 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
Structural Steel Gangway. ( Size - L-25.0 M x B-2.0 M x D-2.9 M)
-
-
-
Provide, supply, testing material (physical & chemical), fabricate with approved electrode (ESAB make or equivalent )as per Ship building practice and approved design & drawings at approved location all steel (IS:2062:Grade A & B SAIL/TATA) gangway with top & bottom chords, verticals, diagonals, Ford & Aft tie, top & bottom X girders, top & bottom wind bracings, deck wood holdings ISMC & ISA, railings, gussets, bracket and sections joining doublers. Also fabricate yoke rollers resting base, gangway rollers (a bush made of brass to be fit inside the roller and a greasing point to make) and yoke holding brackets, flaps with hinges between gangway & link platform, steps from gangway to pontoon deck.
Fix up 75mm thick best quality Sal wood from gangway deck and also fix up wood in passenger embarkation / disembarkation steps (L:2.5M X B:0.25M) from gangway to pontoon deck. The woods are to be painted with 3-coats of coal tar prior to fixing with the gangway.Sand Blasting with apply initial priemr coating & Painting, gangway and yoke assemblies with 2-coats Marine Guard anticorrosive Zinc chromate Red & final 3-coats Aluminum.
Fabrication of gangway and other fittings & fixtures, fixing of deck Sal wood and painting are to be carried out under instruction & satisfaction of Engineer-in-Charge.The fabricated Gangway will be loaded on pontoon & lashed properly for towing to Jetty installation site under instruction & satisfaction of Engineer-in-Charge
1
-
2022728.6
The builder shall supply & fix up as per approved drawing 75.0 mm thick best quality sal wood without knots & cracks for Gangway deck (L: 30.0 m x B: 2.0 m) & steps from Gangway to Pontoon deck. The woods shall be painted with 3 coats of coal tar prior to fixup. The fixing of Gangway woods shall be carried out under instruction & satisfaction of Engineer-in-Charge.
3.9
-
112828.8
Manufacture & supply as per approved drawings yoke base (CI grade : 20), forged steel yoke pin with nut, yoke rollers, Gangway rollers with pin (IS : 1873 class II) & place on board the pontoon for towing to installation site under instruction & satisfaction of Engineer-in-Charge.
1
-
400000
The Fabricated Gangway shall be loded along with all sundry items such as Anchors, Anchor chains, Yoke with assemblies on the Pontoon & Towing the same to jetty installation sites safely under instruction & satisfaction of Engineer-in-Charge.
1
-
100000
The Gangway shall be secured with pontoon bollards with 'D' shakle under instruction & satisfaction of Engineer-in-Charge.
4
-
1000
The Gangway shall be secured with pontoon bollards with 24.0 mm ɸ stud link chain under instruction & satisfaction of Engineer-in-Charge.
27.5
-
1500
The builder shall fix up Jetty sign board, Grill Gate 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.
1
-
200000
YOKE STAGING PLATFORM INCLUDING LINK PLATFORM.
-
-
-
Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure.Area of Island between 140 m² to 160 m² c) Height above bed level upto 4.25 m.
1
-
616441
Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction. i) With Eucalyptus bullah Pile:
(Height of deck above bed level upto 2.25m)
20
-
5170
Providing Bored Cast-in-situ M-30 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2).(a) Using tripod, winches.(i) 600 mm. diameter pile.
260
-
3412.73
Provide, supplying, fitting, fixing of MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge.a) 6 mm thick casing:(i) 600 mm. diameter pile.
120
-
6808
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.SAIL/ TATA/RINL
10
-
66818.45
Integrity testing of Pile using Low Strain / Sonic Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge. Rest of the south & west zone
8
-
1160.8
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
20
-
137.16
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 30 Grade.
12.2
-
7263.81
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.
10
-
6715.6
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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
120
-
419.75
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
28
-
6184.7
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)
140
-
754.07
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 4 : 1 cement mortar.
(i) 19 mm thick plaster.
65
-
207
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
20
-
39.1
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm)
12
-
694.6
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] sqm
40
-
736
Provide, supply the Recron 3S as per direction & instruction of the Engineer-in-charge.
60
-
55
M.S. Works in pipe, channels, angles,plates, bolts and nuts of different sizes fitted and fixed in position including Supplying, fabrication, erection, fixing in position by welding & embedding in concrete to accurate lines & levels M.S inserts such as angles, plates, pipes, sleeves, lugs etc. including cost of approved painting all materials labours, machinery, plants, tools, tackles etc. & setting out as per drawing & direction of the Engineer-in-charge.
1000
-
92
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
30
-
43.7
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 timber or plastered surface: With super gloss (hi-gloss). Two coats ( with any shade except white).
30
-
89.7
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
20
-
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)
20
-
90.85
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.
50
-
51.87
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.In Ground floor:Two coats.
50
-
56.35
Bank Proction Work
-
-
-
Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (Diameter of pile to be measured at a distance of 1.5m from the thicker end.)
125 mm diameter .
540
-
145
150 mm diameter .
850
-
217
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. Double coat.
75
-
51
Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. 125 mm diameter .
350
-
92
150 mm diameter .
600
-
105
Supplying, fitting and fixing M.S iron shoe to Jhaw / Eucalyptus bullah piles including necessary cleats, nails etc. complete. For bullahs above 10 cm & up to 20 cm av. Diameter.
200
-
180
Labour for fitting and fixing iron nails half split bullah wailing pieces and cross pieces etc. complete including cost of nails only complete as per direction of the Engineer-in-charge. Jhaw / Eucalyptus. Width of thinner ind above 15 cm.
60
-
16
Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m. and sewing with 12 S.W.G galvanised wire including cost of all materials, carriage up to site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) 0.60 metre x 0.60 metre nominal section
30
-
1581
0.75 metre x 0.45 metre nominal section
40
-
1507
0.90 metre x 0.60 metre nominal section
40
-
2282
Supplying to site and pitching with 1st class kiln burnt or picked jhama bricks including dressing, ramming and preparing bed to proper slope complete with necessary earth work not exceeding 300 m.m. in depth and filling gaps with powdered earth or local sand etc. complete (The rate is including cost of sand). i) With 1st class kiln burnt brick 25.00 cm thick
220
-
9556
Supplying, fitting and fixing pieces for rectangular / square / circular asusages at the ends, with 10 SWG / 8 SWG GI wire net of different mesh sizes tying & sewing the same maintaning a lap length of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wire netting, fitting etc. complete as per direction of the Engineer-in-charge. a) Mesh size 100mm x 100 mm with 10 SWG wire.
210
-
130
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone / brick) and sewing as done in case of cement bags, (tying with a knot after filling will nbot be accepted), and stacking within a kead if 30 netre as per direction of Engineer-in-charge (cost is excluding the cost of any types of filling materials). NB: Volume of earth / sand filled bags should not be less than 0.028 cum/bag.
1900
-
6
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
1900
-
3
Providing and laying pre-cast brick block pitching of required size (53 cm. x 53 cm. x 25 cm. or as directed by the Engineer-in-charge) with 1st class kiln burnt bricks in cement mortar including flush pointin on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster, curin, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials / blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is 1:4)
162
-
5293
Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooeen malllet after laying to achieve designed section as per direction of the Engineer-in-charge (measurements will be on finished work / in stack after deducting necessary void).
a) Jhama ballast
90
-
1959
Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.)
1900
-
6
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Silver Sand. Stacked at site.
950
-
519
Earth work in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
30
-
99
Survey / Soil Test / Investigation & Preparation of Site Drawing
-
-
-
Survey / Soil Test / Investigation & Preparation of Site Drawing under instruction & satisfaction of Engineer-in-charge.
1
-
300000
Necessary fees for applying to get NOC for construction of the proposed Gangway cum Pontoon jetty from Kolkata Port Trust.
1
-
192000
Study on Environmental Impact Assesment (EIA) and Environmental Management Plan (EMP) for submission to Kolkata Port Trust for NOC towards construction of the jetty.
2
-
275000
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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