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 Date23 May 2025
Closing Date19 Jun 2025
Tender Amount₹ 93,91,884
Costs
EMD
₹ 1,87,838Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WBTID_850012_1Tender No
07/WBTIDC/CE/2025-26Tender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying M-35 Design Mix concrete Using concrete Mixer for reinforced concrete work in precast unit for Pile, Girder, Slabs, Stair etc. of R.C.C. pile jetty with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including cost of labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. as per drawing and technical specifications (but excluding the cost of reinforcement works. & excluding the cost of handling, transporting to the site of work from casting yard etc.)
110
9351
-
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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, columns, lintels, curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering.
1350
369
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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
16
78754
-
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Providing special type of MS collar for fixing screw cutter fitted and fixed to 400 mm dia precast RCC pile including supply of 2 nos locking tube & 25 mm dia locking steel pin
40
2474
-
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Providing special type of MS cutter including fitting & fixing.
40
9351
-
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Labour charges for screw driving the RCC precast piles, depth of minimum 8.0 m upto 8.0 m below bed level as decided by the Engineer-in-charge in tidal river, holds, hoisting the pile using pully fitted to the monorail, gantry girder or any other suitable arrangement for avoiding any damage of the RCC pre-cast pile fitted with special type of screw cutter with MS collar with fixing steel pin including placing the same on pin point with the help of pile guide ,monorail gantry girder or any other arrangement by hoisting capstain manually supplying of fuel etc. including mobilization all parts & machineries for erection and driving the piles as per drawing and design & specification etc. complete.
360
9011
-
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Labour charges for carrying the pre-cast RCC girder, deck slab, steps & other component from casting yard/barge hold by the arrangement of chainpully or any other method of fitted & fixed over the barge without damaging the component including hoisting in proper position and lowering down and placing in position with the help of chainpully or any other method & fitted & fixed properly over the piles in tidal river including hiring charges of burge/ Launch fitted and fixed in proper position setting etc(Engineer-in-charge reserve in the right to reject the component if it breaks, cracks & damage etc.)
10
85835
-
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Providing heavy duty dense rubber fender of approved quality fitted & fixed in position as per drawing.
a) 250 mm. dia x 150 mm. Long.
86
2625
-
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Supplying fitting fixing Solar street light with 80 mm G.I. Pipe (4.0 m long) and necessary fittings including cost of all materials , light , battery and other equipment and labour charges for fitting as per direction of Engineer-in-charge(LED 1 street light PV Module :35W panel solar charging full sunlight : 8 Hrs Battery capacity : 5200 m An Battery nominal voltage :14.8v).
4
43656
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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
-
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Hydrographic Survey / Soil Test / Investigation & Preparation of Site Drawing under instruction & satisfaction of Engineer-in-charge.
1
225000
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BANK PROTECTION WORK
-
-
-
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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 .
120
188
-
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150 mm diameter .
610
282
-
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Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.
Double coat.
300
71
-
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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 .
108
119
-
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150 mm diameter .
490
136
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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.
120
234
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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.
50
20
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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
40
2215
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0.75 metre x 0.45 metre nominal section
20
2109
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Supplying, fitting and fixing pieces for rectangular / square / circular sasusages 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. Mesh size 100mm x 100 mm with 10 SWG wire.
5
170
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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.
150
9
-
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Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
150
3
-
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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)
40
7547
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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
32
2826
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Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.)
150
7
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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.
80
1040
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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.
90
141
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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 on a layer of brick flat
(thicknass 125 mm. plus 75 mm.)
180
1142
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