West Bengal Transport Infrastructure Development Corporation Limited Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Civil And Construction
Eprocure
Opening Date19 Jul 2023
Closing Date9 Aug 2023
Tender Amount₹ 4,73,13,313
Costs
EMD
₹ 9,46,266Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_WBTID_548150_1Bid Award Id
ViewTender No
WBIWTLSDP/2023/713Tender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
150 mm diameter .
16624
-
217
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.
(a) Double coat.
15625
-
55
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. ii) 125 mm diameter .
18708
-
92
iii) 150 mm diameter .
14628
-
105
Supplying, fitting and fixing M.S iron shoe to Jhaw / Eucalyptus bullah piles including necessary cleats, nails etc. complete. a) For bullahs above 10 cm & up to 20 cm av. Diameter.
7304
-
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. b) Width of thinner ind above 15 cm.
996
-
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.) c) 0.60 metre x 0.60 metre nominal section
496
-
1704
i) 0.75 metre x 0.45 metre nominal section
532
-
1623
k) 0.90 metre x 0.60 metre nominal section
502
-
2467
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
780
-
10634
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. a) Mesh size 100mm x 100 mm with 10 SWG wire.
300
-
131
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.
5150
-
7
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
5150
-
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)
588
-
5806
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
2348
-
2174
Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.)
5150
-
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.
3740
-
800
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.
775
-
109
Supplying, testing and installation of open Weave Jute Geo-textile
(JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width
1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope).
2876
-
58
Supplying at site 9mm polypropylene (PP) rope gabion (4-strand and mesh size 75mm x 75mm) as per specification, laying along sea/riverside toe of embankment , closing and locking the gabions, inter locking the adjoining gabions, after placement of full bricks inside, including cost of all materials (excluding bricks), labours, transportation to site by all means, all leads and lifts complete as per direction of the Engineer-in-charge.
Gabion of size 2m (L) x 1m (W) x 1m (H), with intermediate partition at every metre width.
Note: Paragraph 2.9 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for Polypropylene (PP) Rope Gabion”, in case of use of this item in the estimate.”
220
-
4168
Supplying and laying 1st class brick inside Polypropylene (PP) rope gabions in layers on slope of embankment or at toe of embankment with all lifts & leads including cost of labour, cost of materials at site all complete as per direction of the Engineer -in- charge.
441
-
3577
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.
approved quality ply board shuttering in any concrete work.
397.85
-
335
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
-
58249
Road Construction Work
-
-
-
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.
980
-
119.27
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
Pakur variety
132
-
5275
Brick work with 1st class bricks in cement mortar (1:4). (a) In foundation and plinth.
140
-
5575
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.(a) Single brick flat soling (thickness 75 mm.)
1200
-
339
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.
276
-
6496.46
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.
400
-
800
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. i) For roof truss works. a) Span up to 12 Mtr.
4.8
-
58832
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
169.96
-
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)
169.96
-
79
Decorative Street lighting arrangement
-
-
-
Manufacturing, supply and installation of 3.0 metre Swaged type street light pole Hot Dipped galvanized with nut, bolts, and single straight arm of maximum 1.0 metre in length, with square base plate, in house terminal arrangement with cover for loop-in and loop-out excluding construction of RCC foundation. Height 3.0 M
80
-
13750
Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly Upto 9.0 mtr. Size 0.6x0.6x1.70 mts
80
-
2835
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground
level as below:By TATA-Medium GI Pipe
80
-
1524
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages. (a) Solid GI Wire No. 4 SWG
88
-
18
Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required.
60
-
156
Supply of 1.1 KV grade 4 core 16 sq mm XLPE insulated and PVC sheathed aluminium armoured cable
400
-
149.6
Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed
400
-
162
Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below (a) 4 core 16 sq mm
200
-
132
Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials 4 core 16 sqmm cable
200
-
95
Supplying and fixing 240/415 V MCB of Breaking
capacity 10kA & C characteristics on din rail of
existing DBs and necessary connection. 6-32 A
80
-
190
Supply and installation of Feeder Pillar box of size 600 mm x 600 mm x 300 mm made of 4 mm thick CRCA steel sheet or 2.5 mm GI sheet (ISI marked) steel sheet outdoor type with top canopy, sides having louvers for ventilation, weather proof epoxy painted & extra locking arrangement as per direction of Engineer-in-Charge. (Consisting of following items in the Feeder Pillar) :- i) Incomer - 01 no: 415 V, 63 Amp, 4 pole RCCB. ii) Earth leakage Relay with separate core balance current transformer : Sensitivity : 30 mA to 3A, Time delay: 0 - 5 sec., current and time setting adjustable in steps iii) DP 240 volt 40 Amp air break AC coil contactor - 1 no. iv) 230 volt 24 hours time switch - 1 no. v) 5-10 Amp SP MCB - 4 no. "C" cerve of 10 ka vi) Digital Voltmeter - 1 set vii) Digital Ammeter - 1 set viii) LED Indication lights Installation of the feeder to be done by earth cutting, brick soling and cement concrete foundation as required around the feeder pillar box by cement morter work as per direction of Engineer-in-Charge.
4
-
34650
Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paint (A) Upto 9.0 mtr. long pole (i) One coat of red lead/Zinc chromate priming
80
-
196
1st coat of synthetic enamel paint over the primer
80
-
150
2nd coat of synthetic enamel paint over the 1st coat
80
-
137
Painting Block Letters or Digits within a circle/square as required,with Black Japan paint of approved make & brand, the size of letters and digits as given below
Size 50mm and upto 75mm
80
-
13
Supplying & fixing of energy saving & environmental friendly long life versatile pressure die-cast aluminium IP66 roadway luminaire with high power LEDs as light source and electronic driver. Lamp Type- E-Topp 40 Watt LED, Colour Temp (CCT):- 5700 ANSI, Nominal Voltage:- 240 V, Mains Current:- 0.360 Amp, Power Factor:- = 0.95, Optics:- Asymmetric, System Luminous Efficiency (Lm/W):- = 90
80
-
10000
Connection of luminaire with 3 core x 1.5 sq mm PVC insulated FR copper conductor (ISI marked ) through poles from looping cable box to light fittings as required.
80
-
132
Service Charges & Security Deposit to be paid to the power supply authority for electrical connection complete in all respect as per direction of the Engineer-in-Charge. Payment per connection to be made as per requirement of the power supply authority.
4
-
35000
Electric Power Connection / Transformer Installation charges etc to be deposited to the power supply authority for street lighting arrangements including Cable & poles / earthing etc. all complete as per direction of the EIC.
1
-
1500000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements