West Bengal Transport Infrastructure Development Corporation Limited Tender
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West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Civil Works
Eprocure
Opening Date16 Nov 2019
Closing Date6 Dec 2019
Tender Amount₹ 4,80,58,260
Costs
EMD
₹ 9,67,941Document Cost
₹ 4,83,97,040Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WBTID_252994_1Bid Award Id
ViewTender No
29/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
After descaling & painting U-2 grade good 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
D' shackle / swivel shall supply & delivered at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
8
-
2500
Supply & delivered at site good quality with or without stock steel anchor of 2.5 to 3.0 MT along with 'D' shackle / swivel shall supply & deliverat site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
4
-
300990
Two (2) Nos. 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
The pontoon along with yoke, gangway, mooring gears fittings / fixtures shall be loaded on board for towing 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 embakment under instruction & satisfaction of Engineer-in-Charge.
1
-
400612
Structural Steel Gangway. ( Size - L-30.0 M x B-2.5 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) 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 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
-
2414988.98
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.
5.9
-
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 & 4 nos high tensile / HSFG bolts & nuts for yoke base to installation at site (8.8 Gr or 10.9 Gr. as per IS :1367 Part 3&6) 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
Supply installation fitting-fixing and testing including necessary arrangement of erecting the light with all accessories ( with post ) all complete at the Gangway & Link pathway 15 W - 20 W with Maximum LUMEN of 24-30 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.
30
-
9500
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.
1
-
15000
Structural steel Foot Bridge on Staging platform, Link platform,Yoke Staging platform(L: 65.0M (APPX.) X 2.0M )
-
-
-
Supply & deliver at site rails of 105 lbs (52.10 kg/m) for piling to make staging platform for link pathway / foot bridge staging platform deck vertical post as per drawings under instruction & satisfaction of Engineer-in-charge.
71778
-
103.9
Supply & deliver at site rails of 105 lbs (52.10 kg/m) for piling to hold as shoulder support of vertical rail post of link platform / foot bridge staging platform as per drawings under instruction & satisfaction of Engineer-in-charge.
42670
-
103.9
Driving rails by pile engine set inside the river bed by monkey in all sorts of soil including hoisting and placing piles in position, joining the rails by nuts, bolts & plates, cutting to sizes and making one end pointed, including joining by plates after making holes in rails. driving link platform / foot bridge staging platform vertical post at site in the tidal condition of river from barge / pontoon / boats or from heavy staging as necessary where standing water is involved with necessary equipment & machinery requires including hire and labour charges of necessary appliances and all tools and tackles under instruction & satisfaction of Engineer-in-charge.
1364
-
850.79
Supply & deliver at site different sections / dimensions structural materials / plates / chequered plates / ISMB / ISMC / ISA / pipes / plates flatbar at site for the construction of link platform / foot bridge & 2 Nos. grill gate at the entrance of Gangway, 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.
22700
-
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.
270
-
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.
1200
-
85
Chipping / scrapping by mechanical means, paintings of structural members of the Foot bridge 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.
1610
-
162.33
Provide, supply, test (certificate to provide) & fabricate the steel (IS :2062 Gr. B) Foot Bridge as per design & approved drawings at approved location including hoisting and placing in position with flap plates (chequered) for connecting pathways 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. Arrangements for keeping the footbridges in straight with the C.L. of the proposed jetty as fixed will be done by Survey Instrument / Total Station or any other method under instruction & satisfaction of the Engineer-in-Charge.
34218
-
135.4
Chipping / scrapping by mechanical means, paintings of structural members of the Foot bridge 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.
874
-
162.33
Provide, supply, Manufacture & placement of bearing as per approved drawings including certificate to jetty installation site under inspection & instruction of Engineer-in-Charge.
16
-
5500
Loading / unloading including positioning over the staging platform on rail piles, the fabricated Foot Bridge along with all sundry items with the help of Pontoon / barge & Towing by tug boat / launches the same to jetty installation sites in the C.L. of the jetty shown. The straight line & level should be maintained with the help making arrangements of fixing the piano wire along the C.L. by Survey Instrument / Total Station or any other method under instruction & satisfaction of Engineer-in-Charge.safely under instruction & satisfaction of Engineer-in-Charge
4
-
35000
Pathway, Passenger Shed including Island and other construction work
-
-
-
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.
4
-
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)
60
-
5170
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
1.5
-
66818.45
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.
8
-
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.
14
-
5423.4
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
-
5998.04
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.
25
-
419.75
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
12
-
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)
165
-
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.
32
-
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)
66
-
694.6
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
30
-
-
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
-
-
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
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.
16
-
288.65
Bend 87.5 degree 110 mm. Dia.
16
-
161
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 electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.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.
55
-
1030.4
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way.
(a) With 0.80 mm sheet.
30
-
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)
(a) 225 mm. wide gutter
30
-
393.33
Bank Protection 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 .
1800
-
145
150 mm diameter .
2400
-
217
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. Double coat.
1050
-
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 .
1000
-
92
150 mm diameter .
1800
-
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.
450
-
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.
90
-
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
25
-
1581
0.75 metre x 0.45 metre nominal section
40
-
1507
0.90 metre x 0.60 metre nominal section
60
-
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 d) 25.00 cm thick
155
-
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.
325
-
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.
2000
-
6
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
2000
-
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)
180
-
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
120
-
1959
Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.)
2000
-
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.
1400
-
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.
42
-
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
24
-
5208
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