Odisha Industrial Infrastructure Development Corporation Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The eligible classes required by a bidder to participate or bid in the tender are: 1. Super Class 2. Special Class 3. 'A' Class Additionally, it also mentions "Contractors of Equivalent Grade/ Class" and "Class mentioned in the Invitation for Bids" as eligible classes.
Bid Capacity
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Assessed Available Bid Capacity = (A*N*2-B) Where: A = Maximum value of works executed in any one year during the last five years B = Value of current price level of the existing commitments and ongoing works to be completed during the next years N = Number of years prescribed for completion of the work for which the Bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed similar works, specifically the construction of roads, with certain value and percentage requirements. The bidder must have completed: - One similar work costing not less than 80% of the total project value, which is Rs.633.40 Lakhs, - OR, - Two similar works each costing not less than 50% of the total project value, which is Rs.395.875 Lakhs, - OR, - Three similar works each costing not less than 40% of the total project value, which is Rs.316.70 Lakhs. All of these works should have been completed in the last 7 financial years or the current financial year. The bidder is also required to provide the value of work actually executed during the last 7 financial years, which can be used to calculate the percentage of similar works completed. Additionally, the bidder should have a minimum annual turnover in any of the last five financial years of civil construction works not less than the estimated cost put to tender, excluding GST.
Costs
EMD
₹ 7,91,750Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IDCO_113798_1Tender No
PC /EST/E-12/2025-26Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.
7321.42
36
-
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
5410.6
36
-
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
12143.3
204
-
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Construction of Subgrade & Earthen shoulders with approved material obtained from borrowpits with all lifts & leads, transporting to site, spreading, grading to required slope & compacted to meet required to Table 300-2.
19429.7
1027
-
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Construction of granular sub-base by providing of grading-VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the.
6198
2192
-
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers.
5563.19
2466
-
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
21454.73
37
-
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical means.
21454.73
13
-
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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total
1072.7
9560
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Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler,
858.19
10389
-
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.
1636.16
336
-
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Filling of good earth in median etc all complete.
1537.88
1027
-
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Painting two coats with enamel paint over a coat of primer.
460.94
162
-
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ROAD SAFETY PROVISION
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-
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting(Letter painting RCC M-15).
15
760
-
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Providing 200m, KM, 5th Km
6
713
-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.
921.59
278
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Providing and fixing of road stud 100x100mm diecact in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflector, installed in concrete or asphaltic surface by drilling hole 30mm upto depth of 60mm and bonded in a suitable bituminous grout or epoxy motar as per BS:873 (Part 4) 1973.
656
282
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Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing.
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(a) Information signs
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(i) Facility Information signs (800x600 mm)
-
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Village & market
4
6802
-
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(ii) Directioal/Place indication sign (1200x700 mm) (up to 0.90 sqm)
1.68
12318
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(iii) Advance direction/Destination/Place identification signs (1800x1200 mm) (above 0.90 sqm)
4.32
13095
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(iv) Route marker signs (450x600 mm)
8
5078
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(b) Cautionary signs triangular 900mm side.
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-
-
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in curve portion
4
5743
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in spur road (minor junctions)
4
5743
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(c) Mandatory signs
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-
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(i) Circular 600 mm dia. Speed limit Sign post
4
5184
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(ii) Octagon 900 mm height.
-
-
-
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Stop sign post in spur road (minor junstions)
2
7980
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4 Nos 1000 mm dia HP Culvert (NP-4)
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-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Excavation for Structures / MORT&H Technical Specification no- 304
252.24
93
-
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Supplying and filling the foundation with filling sand
97.76
1054
-
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Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
65.96
5383
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M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications.
104.92
6055
-
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
110
10351
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
8.92
1715
-
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Rough stones dry packing in aprons and revetment with hard other than granite stone 30 cm and above.
44.32
2278
-
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4 Nos 900 mm dia HP Culvert (NP-4)
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-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Excavation for Structures / MORT&H Technical Specification no- 304
242.4
93
-
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Supplying and filling the foundation with filling sand
86.76
1054
-
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Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
60.52
5383
-
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M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications.
100.16
5890
-
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
110
6372
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
7.28
1715
-
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Rough stones dry packing in aprons and revetment with hard other than granite stone 30 cm and above.
40.76
2278
-
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CC Toe Wall
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-
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Earth work in excavation of foundation in hard soil including dewatering , shoring and shuttering etc..
131.69
93
-
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Providing filling sand well watered and rammed.
12.25
1054
-
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PCC M-15 with 4cm size metal in Leveling course including dewatering .
9.19
5383
-
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P.C.C. M-15 in Foundation and sub structure
89
6055
-
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Providing weep holes.
25
92
-
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Providing metal spall backing in the rear side of abutment and wing walls using 5cm size hard granite metal to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface be.
10.8
2162
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Providing and laying (RR Stone) Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
2278
-
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Filling foundation and plinth with excavated earth.
44
62
-
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N.B.:- GST as applicable will be paid extra.
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