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₹ 1,19,72,765
Costs
EMD
₹ 2,42,364Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WBTID_246779_3Bid 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
Lifting / Pulling out of the both down / upward side river anchor including chains & loading on hired spare pontoon of the same with the help of heavy duty pullers, Chain Pulley blocks, other Tools / Tackles, wire ropes, Poly propelene ropes, “D” Shackles, Wooden blocks etc.
2
-
48700
Lifting / Pulling out of the two (2) nos.Shore side mooring chains & loading on hired spare pontoon of the same with the help of heavy duty pullers, Chain Pulley blocks, other Tools / Tackles, wire ropes, Poly propelene ropes, “D” Shackles, Wooden blocks etc.
2
-
49800
Placement on hired / spare pontoon the salvaged two nos. Anchor with four side chain, Towing by tug / launch and unloading the same at ship repairing yard by hydra all complete including hire charges of spare pontoon and tug / launch under instruction & satisfaction of Engineer-in-charge.
4
-
54500
Lifting of the existing Gangway from the Yoke staging platform & placing over the demoored pontoon for towing to repairing yard placing on Wooden blocks with the help of Heavy duty pullers, Chain Pulley blocks, other Tools / Tackles, wire ropes, Poly propelene ropes etc. as per the direction & instruction to the satisfaction of Engineer-in-charge
1
-
98800
Lifting / taking out the existing yoke with roller and placing the same on the spare / hired pontoon and unloading at the Ship repairing yard for further use as per the direction & instruction to the satisfaction of Engineer-in-charge.
1
-
59600
The under repair pontoon shall be demoored and towed to ship repairing yard along with Gangway and yoke with yoke assemblies by Tug / Launch for dry dock repair as per ship repairing practice as per IWT dte. under instruction & satisfaction of Engineer-in-charge.
1
-
95000
Painting after cleaning and derusting of salvaged mooring chains under instruction & satisfaction of Engineer-in-Charge.
4
-
35000
Painting after cleaning and derusting of salvaged mooring Anchors under instruction & satisfaction of Engineer-in-Charge.
2
-
14000
Pontoon with all accessories (Reconstruction- Size: L-18.0 M x B-5.0 M x D-1.2 M )
-
-
-
The pontoon shall be blocked for reapir & unblocked after repair under instruction & satisfaction of Engineer-in-charge.
18
-
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
-
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.
18
-
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 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.
220
-
4109
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.
7
-
2500
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.
2
-
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 shall fix up of Al/Zn anode to be fitted under the pontoon, under instruction & satisfaction of Engineer-in-Charge.
14
-
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. ( Existing Size - L-24.6 M x B-1.8 M x D-2.9 M to Reconstruction Size- L25.0 M X B: 2.0M X D: 2.9 M)
-
-
-
Design and preparation of the drawing for the Gangway satisfying ship building practice and statutory authority requirements under the instruction & satisfaction of Engineer in charge.
1
-
75000
The gangway scantling members are to be marked for crop & renewal and fabricate with approved electrode (ESAB make or equivalent ) , steel section ( IS 2062, Grade A & B SAIL/TATA) 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 the under instruction & satisfaction of Engineer-in-charge. Roller to make new big size. The steel plate to be tested in the laboratory and the test certificate to be sent to the office.
10.6
-
126100
The gangway deck wood are to be renewed (L: 25.0 M X B: 2.0 M X T: 0.075 M) with best quality sal wood free from any defects. 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.
3.35
-
112828
The gangway scantling are to be chipped, scrapped & cleaned satisfactorily prior to apply primer coats of paint. The Gangway is to be painted with 2 costs of zinc chromate red primer (Marine Guard) and final 2 coat anti corrosiv silver. The paintry are to be carried out under the instruction & satisfaction of Engineer-in-charge.
350
-
162.33
Stair to construct with ISA-50 & wooden plank 2.5 M X 0.25 M X 0.050 M X 3 steps under instruction & satisfaction of engineer-in-charge.
3
-
7500
Reconstruction / make new with forged steel materials (IS: 1873 Class II ) the existing Yoke with roller and base, pin etc. & fixup under instruction & satisfaction of Engineer-in-charge.
1
-
340000
The Fabricated Gangway shall be loaded 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 24.0 mm ɸ stud link chain under instruction & satisfaction of Engineer-in-Charge.
4
-
1000
The Gangway shall be secured with pontoon bollards with 'D' shakle 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 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.
14
-
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
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.
20
-
5170
Providing Bored Cast-in-situ M-25 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.
200
-
3385.88
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.
110
-
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
8.5
-
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.
6
-
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.
15
-
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.
22
-
7244.59
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.
115
-
419.75
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
17
-
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)
185
-
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.
90
-
207
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
50
-
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
25
-
736
Provide, supply the Recron 3S as per direction & instruction of the Engineer-in-charge.
40
-
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.
800
-
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
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
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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