Indian Oil Corporation Limited Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Indian Oil Corporation Limited - IOCL Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 90,64,766
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Additional Fas With Structure At Railway Siding And Removal Of Tank Roof Top
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ERO_180814_1Bid Award Id
ViewTender No
RCC/ERO/37/2024-25/LT-48Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Safety Tool Box Talk Booklet
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge.
-
-
-
i) 1:3:6 or richer mix (i/c equivalent design mix)
10
-
1682.54
Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
10
-
1423.44
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge
10
-
2454.6
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
10
-
836.07
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed.
-
-
-
i) All kinds of Soil
50
-
176.1
ii) Ordinary rock
50
-
341.31
Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
20
-
87.54
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m
20
-
212.7
Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
-
-
-
i) Local Fine Sand within grading zone IV
5
-
1470.22
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
500
-
80.86
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 20mm)
10
-
5606.65
PCC 1:3:6
5
-
6061.3
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work using cement content as per approved design mix manufactured in fully automatic batching plant & transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing & reinforcement including cost of admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength & durability as per direction of Engineer-in-charge (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.
-
-
-
i) M25 RMC for All works UP TO PLINTH LEVEL
5
-
8133.24
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
i) Foundations,footings,bases of columns, etc. for mass concrete
50
-
275.85
Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
6000
-
98.53
Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
50
-
255.23
iv) 15mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) on rough side of half or single brick wall
50
-
294.29
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
400
-
58.11
Fall Arrestor System
-
-
-
Supply, installation/erection, testing & commissioning of following Fall arrestor accessories as per specifications. Note: a. The total fall arrestor system shall be certified to Indian or International Standards for use in potentially explosive atmospheres. All other sub components, fixtures & fasteners shoudl be in complaince with the respective EN or equivalent American standards. b. Rates are inclusive of TPI inspection charges & subject to confirmation of specifications & tests as per relevant standards by IOCL approved TPI agencies.
c. Rates are inclusive of successful completion of proof load testing at site to a static force of 6 kN.
-
-
-
8 mm dia (minimum) stranded core SS Wire Rope construction made of grade 316 Stainless steel meeting requirement of EN795 Class C or any other equivalent American standards with constructio
10
-
3358.13
Shock abosorber made of SS304 or higher grade to limit impact force in the event of fall to less than 6.5 kN & along with tensioner made of SS304 or higher grade with swageless termination of end wire.
6
-
7186.92
TENSIONER-SS316 (8MM DIA) WITH CABLE
EXTREMITY
6
-
3382.03
WIRE ROPE-SS316, 8MM DIA, 7X19
75
-
193.77
Cable extremity with swageless termination & extremity plates made of SS 304 or higher grade & meeting requirements of EN795 Class C or any other equivalent American standards.
6
-
775.07
Intermediate brackets/supports made of SS304 or higher grade & meeting requirements of EN795 Class C or any other equivalent American standards.
27
-
2099.01
Carriage body made of SS316 to enable firction free movement along with necessary Karabiner.
6
-
9380.39
Retractable block with body made of reinforced plastic with hanging rope made of SS304 or higher grade wire rope of 4.5 mm (minimum) with length 6 m anchorage eye with swivel action; with connection to main cable made through Aluminium Karabiner connected to the stainless steel carriage shuttle ensuring 100% anchorage at all times & meeting requirements of EN360:2002 or any other equivalent American standards.
6
-
6552.72
Anti-static full body adjustable harness with 2 no front adjustable loops without lanyad, shoulder & thigh strap differentiated by a dual colour scheme, ideally positioned sit strap for extended comfort, two chest attachment textile loops & a dorsal attachment Aluminium D ring for fall arrest, adjustable shoulder & thigh straps confirming to EN361:2002 standards complete.
6
-
1831.97
Fall Arrestor System Installation, testing and commissioning
1
-
18967
REMOVAL OF TANK TOP CATWALK
-
-
-
Road Development
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.
-
-
-
All kinds of Soil
250
-
244.33
Ordinary rock
10
-
433.99
Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing :
-
-
-
PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 20mm
10
-
8284.17
PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 40mm
120
-
7642.7
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
400
-
80.86
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL
70
-
7350.59
Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates, stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Inorganic Zinc Ethyl Silicate (P1), DFT 65-75 µm; Intermediate coat: Polyamide cured HB Epoxy MIO (U1), DFT 100-125 µm; Finish coat: Two pack Acrylic Poly-Urethane (PU) (F1), DFT 40-50 µm; Total DFT shall be minimum 215 µm) at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings)
200
-
134.18
Providing and laying cement plaster on surfaces in two coats including curing etc.
-
-
-
ii) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
250
-
403.39
Distempering with oil bound washable distemper of approved brand & manufacture to give an even shade with 2 or more coats including water thinnable priming coat with cement primer
250
-
148.6
Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises
7500
-
4.02
Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge :
-
-
-
Water bound macadam road
25
-
151.07
Bituminous road
15
-
296.96
Demolishing C.C./R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
120
-
2062.69
Carriage charge for disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground/unobjectionable place as/direction of Engg- in-Charge beyond IOCL Premises for all leads and including all lifts
-
-
-
Distance 3 km 5 km
300
-
180.11
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
10
-
836.07
Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
65
-
1423.44
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.
-
-
-
iii) With material confirming to grade-III (size 26.5 mm to .075 mm) having CBR value -20, Thickness as desired
250
-
2396.4
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
100
-
249.79
Supplying & Filling fresh water in the underground tank to avoid floating of the tanks during monsoon, etc. as directed.
500
-
661.69
Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position temporary required local 8.0 M highfire screen wall aound the tank with GI sheets with cross supports etc as per alignment shown by site Engineer, maintaining same till the completion of entire work and dismantling the entire screen wall carting away the dismantled materials from site redoing the entire existing surface to the original condition etc complete.The 8M high fire screen wall including the foundation is to be designed and approved by a '' licensed structural Engineer'' and should be suitable for local soil bearing capacity, wind speed etc.
400
-
1295
Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises
4000
-
4.02
Hire charges for 80 – 100MT capacity crane working upto 30 meters height
Note:Contractor shall provide proper road to the site and shall also ensure that the ground is leveled for operation of the Crane. Shall make necessary arrangements of necessary sleepers, steel plates, Steel Mats and Hard- Stands as per ground bearing pressure requirement for placement of the crane.
Contractor shall arrange support cranes immediately on arrival of crane components at site.
Load Test: The load test should be carried out on the same day the crane is assembled and made ready to use. The load for load test shall be arranged by contractor at their own cost.
Contractor shall take insurance for its cranes, trailers and operating crew. All liabilities on account of workmen compensation shall be to the account of contractor.
12 mm MS rope for tieing structures.
(Contractor has to submit all clear documents for the cranes and execution plan before shifting the crane at the site)
10
-
275000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements