West Bengal Transport Infrastructure Development Corporation Limited Tender
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West Bengal Transport Infrastructure Development Corporation Limited - WBTIDC Tender
Eprocure
Opening Date
25 Jan 2020Closing Date
28 Feb 2020Tender Amount
₹ 7,85,50,043Costs
EMD
₹ 15,94,923Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_WBTID_268255_13Bid Award Id
ViewTender No
IN-WBTIDCL-145628-CW-RFBTender Authority
West Bengal Transport Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Removal of fixed ramp / foot bridge between two pontoons & bollards by gas Cutting from the original deck of the pontoon for ease of towing & also sliding of pontoon from its present position sitting on the bank river.
1
-
92000
Charges for earth removal below the existing lay-up position of Pontoon to obtain sliding /floating of pontoon during the tide period of exposed river bank prior to towing under instruction & satisfaction of Engineer-in-charge.
1
-
89000
Hire charges of 100.0 M.T.winch, spare pontoon and floating crane for lifting the existing gangway including hire charges of welding Generator set, 5 KVA lighting generator, self driven water jet pump, 25.0 T capacity windlass / winches, wire ropes, polypropelene ropes, welding machines & cables, other tools & tackles under instruction & satisfaction of Engineer-in-charge.
1
-
350000
Lifting of the existing Gangway from the Yoke staging platform & placing over the 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
-
160000
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 two Nos. 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.
2
-
95000
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. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
300
-
192.38
Earth work in re-excavation of drainage channels in all kind of soil including silt,sand,slush etc. by means of suitable excavator mounted on pontoon(minimum depth of 0.75 meters) in tidal or non tidal channel and carrying of excavated materials to suitable location by diesel machine operated boats or similar arrangments and placing the excavated material from boat for staking by mechanical devices at suitable place arranged by the Agency at his own cost on the bank having distance from the point of re-excavation as shown below including all lifts the cost of above work also includes cost for hire charges of excavastor, boat,pontoons etc. and including the cost of mobilization ,demobilization,maintenance fuel and lubricant swages of labours operators and all other incidental charges as may be nessary for the above work pre-work level section for the existing bed of the channel is to be taken by displacing water hyacinth and all other floating materials including compact masses,carcasses etc. and for which no exter payment will be made.(cutter suction dredger is to be used where depth of cutting more than 0.75 meter)
1575
-
206
Disposal of excavated meterial by truck or by any other conveyance over kuncha/pucca road including making access for playing the truck or any other conveyance beyond 240 m from the lifting point including cost of loading, unloading transporting, arramgement of land, if required, by agency spreading all complete.
1575
-
82
Pontoon with all acessories - L 30.0 M X 9.3 M X 1.5 M (Existing Pontoon)
-
-
-
The builder should design & pepare fabrication drawings, approval / inspection of the same by IWT Surveyor Dte, Govt. of West Bengal prior to commencement of construction under instruction & Satisfaction of Engineer-in-Charge.
1
-
100000
The pontoon shall be blocked for reapir & unblocked after repair under instruction & satisfaction of Engineer-in-charge.
30
-
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.
2000
-
30
Crop & renewal of pontoon hull, deck plates with 8.0 mm tested plate (IS:2062) fabricate with approved electrode(ESAB make or equivalent) & 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.
50
-
126100
The outer hull & deck with fittings shall be sand blasted prior to apply initial primer coatings under instruction & satisfaction of Engineer-in-Charge.
680
-
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.
2000
-
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 & fixtures after applying 3-coats of coaltar prior to fixing the same inaccordance with approved drawings. Longitudinal : 30.0 m X Vertical: 10 Nos. X 0.5 m with MS cleat with pipes welded with hull & fasteners under instruction & satisfaction of Engineer-in-charge. Sal wood should be such that in place, at least 3 years without any crack.
1.48
-
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.
220
-
4109
D' shackle / swivel shall supply & delivered at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge.
7
-
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.
2
-
300990
Pontoon shall be launched after completion of fabrication, under water hull paintings & obtaining launching permision from Surveyor (IWT Dte) under instruction & satisfaction of Engineer-in-Charge.
1
-
130275
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
Special care to be taken for mooring and anchoring the pontoon became of tidal variation. The gangway to be secured properly with pontoon and bollard by chain under instruction & satisfaction of Engineer-in-Charge.
4
-
40000
Pontoon with all Accessories ( Size - L-30.0 M x B-9.0 M x D-1.5M)
-
-
-
Provide, supply, testing materials (physical & chemical), design & pepare fabrication drawings, approval / inspection of the same by IWT Surveyor Dte, fabricate with approved electrode (ESAB make or equivalent ) at approved location all steel hull (8.00 mm IS:2062:Grade A& B) with deck fitting, C.I. Fairleads, fix up the longitudinal & vertical fender with best quality Sal wood fender without knots/cracks size 200mm X 200mm with all fitting & fixtures in accordance with approved drawing of pontoon. The fender woods are to be painted with 3 coats of coal tar prior to fix up. Internal structural members, vertical support, deck doubler in accordance with ship building practice & approved drawings. The pontoon will be launched after completion of fabrication and obtaining certificate from appropriate authority.Sand blasting of outer hull & deck with fittings prior to apply initial primer coating under instruction & satisfaction of Engineer-in-charge.The pontoon under water hull has to be painted with 2 coats of anticorrosive zinc chromate red & final 2 coats with shalimar BIPIGUARD (tuff coat) black base paints (Marine Grade) & one coat antifouling paint prior to launching.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. Pontoon shall be launched after completion of fabrication, under water hull paintings & obtaining launching permision from Surveyor (IWT Dte) & Fix up the 20 Nos sacrificial anode ( Zn) to be fitted under the pontoon.Fabrication, fixing of deck fittings & paintings of pontoon will be carried out under instruction and satisfaction of Engineer-in-Charge.
1
-
-
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
Special care to be taken for mooring and anchoring the pontoon become of tidial variation. The gangway to be secured properly with pontoon and bollard by chain under instruction & satisfaction of Engineer-in-Charge.
4
-
40000
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.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: 2.5 m) & steps from Gangway to Pontoon deck. The woods shall be painted with 3 coats of coal tar prior to fixup.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
-
-
Manufacture & supply as per approved drawings yoke base (CI grade : 40), forged steel yoke pin with nut, yoke rollers, Gangway rollers with pin (IS : 1875 class IV) & 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
Reconstruction / Renovation and placing the connecting foot bridge between two pontoonas per shipbuilding practice under instruction & satisfaction of Engineer-in-charge.
1
-
190000
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.
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
Reconstruction / renovation of Gangway for using as fixed Pathway. ( Size - L 31.3 M X B : 2.78 M X D : 2.9 M
-
-
-
The pathway shall be towed to ship repairing yard for repairing / reconstruction work, loading on the spare / repaired pontoon under instruction & satisfaction of Engineer-in-charge.
1
-
100000
The pathway scantling members are to be marked for crop & renewal with steel (IS 2062:2011 grade A&B) section of MS plate, ISMC, ISMB & ISA of different dimensions fabricated with approved electrod (ESAB make or equivalent). 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.Steel material to be send for labrotary test as per IS 2062:2011.
12
-
126100
The pathway deck are fixed up with 8 mm thick chqd plate (L: 31.3 M X B: 2.78 M ). The Chqd. plate is to be painted with 2 costs of zinc chromate red primer (Marine Guard) and final 2 coat shalimar make black bituminus. The paintry are to be carried out under the instruction & satisfaction of Engineer-in-charge.
5.95
-
126100
The pathway 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.
525
-
162.33
Making bolted joints of pathway at site with steel structural materials of different dimension as necessary / fasteners including fitting and fixing of the same at ship yard all complete under the instruction and satisfaction of the Engineer-in-Charge.
44
-
970
The Fabricated Path way 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
Installation of reconstruction as renovated gangway as fixed Pathway with the hal or following floating crane etc. under instruction & satisfaction of Engineer-in-Charge
1
-
400000
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.
10
-
9500
Structural steel for Staging platform, Link platform,Yoke Staging platform
-
-
-
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.
-
-
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.
20319
-
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.
618
-
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.
7465
-
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.
48
-
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.
500
-
85
Chipping / scrapping by mechanical means, paintings of structural members of the Pathway 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.
695
-
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.
4
-
5500
Provide, supply, Manufacture & placement of the davit to provide to lift the yoke capacity is max. 800 kg. Drawing and design to make by builder under inspection & supervision of Engineer-in-Charge.
2
-
100000
Retaining wall, Protective works and Pathway.
-
-
-
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.
2
-
137.16
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)
20
-
1076.64
Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately].Note: Sub-grade CBR should not be less than 5.a) 25 mm thick Tiles as per IS: 1237-2012 forfootpath,ramp,staircase of public building(over 25 mm thick (Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m at back side of lock.Cement for Mortar & Slurry to be supplied by Department).(ii) Coloured Decorative
40
-
1013.15
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (a) Pakur Variety.
5
-
6709.5
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.
10
-
385.25
Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground floor
12
-
6667.7
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.
7.5
-
7472.7
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
0.65
-
66986.35
Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint.
100
-
24.15
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
100
-
-
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
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) One Coat. Water based interior grade Acrylic Primer.
100
-
35.42
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.
Two Coats
100
-
80.5
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 1:4 cement mortar. (i) 20 mm thick plaster.
10
-
213.9
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
10
-
39.1
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.
35
-
-
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. c) Bend 87.5 degree (i) 110 mm. dia.Pipes.
10
-
161
Survey / Soil Test / Investigation & Preparation of Site Drawing:
-
-
-
Survey / Soil Test / Investigation & Preparation of Site Drawing:
1
-
400000
Necessary fees for applying to get NOC for construction of the proposed Gangway cum Pontoon jetty from Kolkata Port Trust.
1
-
292000
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
-
440000
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
Ratanbabu Ferry Ghat
-
-
-
Pontoon with all Accessories ( Size - L-30.0 M x B-9.0 M x D-1.5M)
-
-
-
Provide, supply, testing materials (physical & chemical), design & pepare fabrication drawings, approval / inspection of the same by IWT Surveyor Dte, fabricate with approved electrode (ESAB make or equivalent ) at approved location all steel hull (8.00 mm IS:2062:Grade A& B) with deck fitting, C.I. Fairleads, fix up the longitudinal & vertical fender with best quality Sal wood fender without knots/cracks size 200mm X 200mm with all fitting & fixtures in accordance with approved drawing of pontoon. The fender woods are to be painted with 3 coats of coal tar prior to fix up. Internal structural members, vertical support, deck doubler in accordance with ship building practice & approved drawings. The pontoon will be launched after completion of fabrication and obtaining certificate from appropriate authority.Sand blasting of outer hull & deck with fittings prior to apply initial primer coating under instruction & satisfaction of Engineer-in-charge.The pontoon under water hull has to be painted with 2 coats of anticorrosive zinc chromate red & final 2 coats with shalimar BIPIGUARD (tuff coat) black base paints (Marine Grade) & one coat antifouling paint prior to launching.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. Pontoon shall be launched after completion of fabrication, under water hull paintings & obtaining launching permision from Surveyor (IWT Dte) & Fix up the 20 Nos sacrificial anode ( Zn) to be fitted under the pontoon.Fabrication, fixing of deck fittings & paintings of pontoon will be carried out under instruction and satisfaction of Engineer-in-Charge.
1
-
-
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-3.5 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.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: 3.5 m) & steps from Gangway to Pontoon deck. The woods shall be painted with 3 coats of coal tar prior to fixup.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
-
-
Manufacture & supply as per approved drawings yoke base (CI grade : 40), forged steel yoke pin with nut, yoke rollers, Gangway rollers with pin (IS : 1875 class IV) & 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
-
525000
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.
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
Provide,supply, test (certificate to provide) shall fabricate all steel (IS:2062 Grade A&B) and approved electrode (ESAB make or equivalent) for awaning structure all complete as per design & approved drawings at approved location complying with ship building practice as per IRS/IWT, under instruction & satisfaction of Engineer-in-Charge.
3
-
126100
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).In Roof:- a) With 0.5 mm thick sheet.
201
-
905.05
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way. (a) With 0.80 mm sheet.
60
-
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)
225 mm. wide gutter
60
-
393.33
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. 110 mm. dia.Pipes.
4
-
288.65
Bend 87.5 degree 110 mm. Dia.
4
-
161
Structural steel Foot Bridge on Staging platform, Link platform,Yoke Staging platform
-
-
-
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.
36575
-
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.
20319
-
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.
618
-
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.
16047
-
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.
27
-
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.
650
-
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.
900
-
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.
9500
-
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.
240
-
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.
4
-
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
1
-
35000
Dismantling, removal & stacking at site of existing condemned wooden jetty / steel link platform from site by gas cutting & impregnated steel sections or bullah on embankment of river Ichamati under instruction & satisfaction of Engineer-in-charge.
30
-
30000
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof.
96
-
2249.4
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.
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
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
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
-
66986.35
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 25 Grade.
6
-
7208.78
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.
5
-
6707.2
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.
30
-
-
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
12
-
6667.7
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)
110
-
1076.64
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.
50
-
-
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
50
-
-
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. Double brick flat soling (thickness 150 mm.)
50
-
-
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.
500
-
-
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.
90
-
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)
90
-
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
-
-
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.
6
-
9500
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.
4
-
288.65
Bend 87.5 degree 110 mm. Dia.
4
-
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.
60
-
905.05
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. :300 mm lapping each way.
(a) With 0.80 mm sheet.
40
-
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
40
-
393.33
Survey / Soil Test / Investigation & Preparation of Site Drawing:
-
-
-
Survey / Soil Test / Investigation & Preparation of Site Drawing after design calculation under instruction & satisfaction of Engineer-in-charge.
1
-
500000
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
30
-
5208
Miscellaneous civil works (Bank protection, PA System, CCTV, Toilet & Drinking water facilities etc.)
-
-
-
Drinking water facilities
-
-
-
Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tube well pipe and the bore. (f) For depth upto 225 metre. (100 mm dia. boring etc.) For depth more than 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.(i) 50 mm dia. boring etc. upto 150 metre
174
-
170.2
(i) 50 mm dia. boring etc. beyond 150 metre
186
-
-
(iii) 100 mm dia. boring etc. top enlargement beyond 150 metre
36
-
-
Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. 50 mm dia.
24
-
-
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). a) 100 mm dia
36
-
-
b) 50 mm dia
280
-
-
Supplying, fixing of bail plug of approved quality for 100mm dia MS bore pipe complete in all respect.
1
-
-
Supplying, fixing of G.I pipe 150 mm (as centre guide) of approved quality for 100 mm dia MS bore pipe complete in all respect.
7
-
-
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).Threaded End Cap 150 mm
1
-
-
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.
4
-
-
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
2
-
-
Geophysical investigation of the aquifer by electro logging system with all tools and plants as necessary including supply of necessary report.
1
-
-
Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. A) 75 mm dia.
1
-
-
Supplying, fitting and fixing 15 mm dia. galv. M.S. connecting rod with sockets.
40.62
-
-
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 4000 litre capacity
1
-
23944.15
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed Work - PVC Pipes 32 mm
25
-
-
25 mm
35
-
-
Supplying, fitting and fixing pillar cock of approved make.
-
-
-
c) CP Pillar Cock - 15 mm. (Code No. 5011 & Model - FLORENTINE of JAQUAR or equivalent).
2
-
-
Supplying, fitting and fixing bib cock or stop cock. (d) (ii) Chromium plated concealed Stop Cock heavy duty (Equivalent to Code No. 5083 & Model - Florentine of Jaquar or similar brand).
2
-
-
Supplying, fitting and fixing Waste fittings complete.(i) 32 mm
2
-
-
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(vi) 32 mm dia
2
-
-
(vii) 25 mm dia
2
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) : a) 32 mm nominal bore, vertical
1
-
-
Supplying, fitting and fixing S.W. master trap.
(ii) 225 mm X 225 mm
3
-
-
Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality) (a) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipe and wall flange
3
-
-
Supplying, fitting & fixing of approved brand 15 mm dia. PVC connector(600mm long) with both end coupling nuts & washers, etc. complete in all respects.
4
-
-
Fitting & fixing of PVC waste pipe to be concealed in wall & floor with necessery specials clamps etc. complete. From bottle trap to floor trap (for basin, sink etc) (length approx. 2000 mm). A) 32mm dia
14
-
-
Supplying, fitting and fixing special hand pump no. 6 of approved make (for 50 mm or 40 mm dia. tube well).
1
-
-
Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved
quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. (i) 450 mm X 300 mm size
2
-
-
Supplying, installing, testing, commissioning of SS submersible pump(75mm) each pump shall have 1.5 HP capacity with coupling, coupling guard & all necessary fittings. The pump shall have cast iron head, base plate SS Shaft/ Impeller/ Intermediate chamber. Pump shall be provided with mechanical seal. The pump shall be suitable for auto/ manual operation. The installation shall be complete with all necessary cables, ancillaries, valves, header (G.I. Tata Heavy) suitable control panel, high & low level controller & accessories including base plate complete as required.
1
-
-
Supplying, installing, good quality Aquaguard under instruction & satisfaction of Engineer-in-charge.
1
-
35000
Installation of C.C.TV. & PA System
-
-
-
Supply & Installation of 3 MP Bullet Camera (IP) of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
14
-
11000
Supply & Installation of 2 MP Dome Camera (IP) of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
4
-
5000
Supply & Installation of 16 Port NVR of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
1
-
35000
Supply & Installation of Cable with PVC conduit or placing above false ceiling of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
5
-
12480
Supply & Installation of 6 TB HDD of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
1
-
19800
Supply & Installation of Spliter, PVC box, RJ45, Cable etc. of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
1
-
5000
Supply, Installation & interconnecting the cameras with 24 port switch including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
1
-
25000
Supply & Installation of good quality LED display 43" including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
1
-
40000
Supply & Installation of good quality LAN rack including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge.
1
-
6000
Supply & Installation interconnecting with Disply, Cameras & NVR for successful operation of the total system all complete as per direction & satisfaction of the Engineer in charge.
1
-
40000
Supply, installation of controller Unit (BOSCH PHILIPS) / Amplifier as per direction of E.I.C.
1
-
42000
Supply of Wireless hand held vocal microphones featuring high feedbac rejection, mute button for full speech control, syncronixation via RF remote channel frequencies tunable in steps of 25 KHz 24 MHz bandwidth, 8 frequency banks with each max 12 presets as per direction of E.I.C.
2
-
10000
Supply & installation of speaker of approved make and brand including necessary arrangement of erecting the box on the post and cable for wiring all complete as per direction of EIC.
20
-
8000
Supply installation fitting-fixing and testing including necessary arrangement of erecting the light post all complete 50 W outdoor LED Flood Light marine grade for illuminating Pontoon and gangway river end under instruction & satisfaction of Engineer-in-charge.
8
-
12000
Supply installation fitting-fixing and testing including necessary arrangement of erecting the light all complete 20 W outdoor LED Light marine grade for link platform, passenger shed, toilet block and under instruction & satisfaction of Engineer-in-charge.
30
-
3000
Supply, system installation, testing, commissioning including Cables and Accessories with marine grade materials for lighting of the Pontoon jetty and gangway including passenger shed and toilet as per direction and satisfaction of E.I.C.
36
-
1800
Bank protection work surrounding the jetty
-
-
-
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.)ii) 125 mm diameter .
900
-
145
iii) 150 mm diameter .
1200
-
217
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.
(a) Double coat.
525
-
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 .
500
-
92
iii) 150 mm diameter .
900
-
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.
225
-
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.
45
-
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
15
-
1704
i) 0.75 metre x 0.45 metre nominal section
20
-
1623
k) 0.90 metre x 0.60 metre nominal section
30
-
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
50
-
10634
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.
225
-
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.
600
-
7
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
600
-
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)
92
-
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
60
-
2174
Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.)
600
-
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.
400
-
571
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.
24.84
-
109
Upgradation of Ticket counter
-
-
-
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
3.3
-
66986.35
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 25 Grade.
25
-
6957.61
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.
10.476
-
6613.77
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.
70
-
424.35
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
23
-
6667.7
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)
10
-
1076.64
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.
70
-
213.9
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
50
-
-
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
-
1025.8
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
20
-
-
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).
25
-
-
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
12.24
-
-
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)
25
-
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.
25
-
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
-
-
Construction of Bio-Toilet (1.3m x 1.3m) with good quality tap and basin for Passengers under instruction & satisfaction of Engineer-in-charge.
2
-
150000
Upgradation of Passenger shed, Passenger ammenities etc.
-
-
-
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
2
-
66986.35
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.
5
-
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 25 Grade.
12
-
6957.61
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
-
6613.77
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.
44.4
-
424.35
Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor.
22.65
-
6667.7
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)
15
-
1076.64
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.
60
-
213.9
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
15.05
-
-
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)
11
-
1025.8
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
20
-
-
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).
20
-
-
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
10
-
-
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)
10
-
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.
10
-
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.
10
-
-
Electrical wiring & fixing of light fitting as per ship building practice, 4(four) nos. flood lights FWD & aft. 25 nos. deck light on Link platform walk way under instruction & satisfaction of engineer-in-charge. i) Wiring
822.4
-
250
ii) Flood light
4
-
6000
iii)Gangway light
40
-
510
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