Odisha Industrial Infrastructure Development Corporation 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.
Odisha Industrial Infrastructure Development Corporation - IDCO Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Oct 2023
Closing Date26 Oct 2023
Tender Amount₹ 5,85,49,373
Costs
EMD
₹ 5,85,494Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_IDCO_95516_1Bid Award Id
ViewTender No
PC/EST/E-127/2023-24Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://tendersodisha.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
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 and as per direction of the Engineer-in-Charge.
895.69
31814
35.52
... More
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 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-Charge.
19.78
4125
208.55
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 and as per direction of the Engineer-in-Charge.
8276.02
1793579
216.72
... More
Construction of granular sub-base by providing Grading-VI Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 and as per direction of the Engineer-in-Charge.
2798.11
7530413
2691.25
... More
Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
2019.36
5360350
2654.48
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of the Engineer-in-Charge.
1688.82
6827814
4042.95
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
2814.7
21200151
7531.94
... More
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 .The finished surface to be level, uniform and free from streaks and holes as per direction of the Engineer-in-Charge.
570.28
158805
278.47
... More
Providing and fixing typical informatory sign board as per specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded in cement concrete M--15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of the Engineer-in-Charge.
-
-
-
... More
(a) Mandatory sign 90 cm high octagonal
2
16517
8258.79
... More
(b) 90 cm equilateral triangle
4
22524
5631.01
... More
(c) 60 cm circular
3
15217
5072.6
... More
(d) 80 cm x 60 cm rectangular
4
26761
6690.33
... More
(e) 60 cm x 45 cm rectangular
4
19863
4965.86
... More
(f) 90 cm x30 cm rectangular
2
9931
4965.86
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and as per direction of the Engineer-in-Charge.
0.9
10970
12189.73
... More
Cement concrete PCC 15 in levelling course including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.
a)below Head wall & pipes and as per direction of the Engineer-in-Charge.
123.66
668424
5405.34
... More
Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc as levelling coarse complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
175.72
970378
5522.3
... More
Providing and laying Reinforced cement concrete of grade M-20 in box culvert etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
... More
In raft of Drain
234.9
1495530
6366.67
... More
In drain wall
261
2408364
9227.45
... More
In Drain Slab
130.5
1000573
7667.23
... More
Providing and laying Reinforced cement concrete of grade M-25 in box culvert etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
... More
in foundation of raft return wall etc.
75.4
502586
6665.61
... More
insub base
63.92
779912
12201.38
... More
in superstructure
21.84
195571
8954.75
... More
Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge .
55.41
4786917
86390.86
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per direction of the Engineer-in-Charge.
4.34
56486
13015.21
... More
Providing and laying of filter media with 45mm size stone crushed aggregates as per the drawing and technical specification to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer-in-Charge.
44
123627
2809.72
... More
Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer-in-Charge.
29.66
25151
847.98
... More
Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
126.88
255529
2013.95
... More
Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge.
77.58
6849
88.29
... More
Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe complete for finished item of work as per approved drawing and technical specifications as per section 2700 of MoRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer-in-Charge.
4
4034
1008.61
... More
Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
110.05
7967
72.4
... More
Sand filling in foundation of CD works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (4th Revision) complete in all respect & as per direction of the Engineer-in-Charge.
154.5
190827
1235.13
... More
Providing, laying and fixing in position reinforced cement concrete 900mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
20
130061
6503.05
... More
Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications as per clause 809, section 800 & 1000 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of the Engineer-in-Charge.
10.4
46477
4469.03
... More
Providing ,laying factory made 80 mm thick cement concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 50mm thick compacted bed of course sand layer including filling sand in the interstics/ joints, including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.
1510.23
918823
608.4
... More
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 and as per direction of the Engineer-in-Charge.
119.92
77760
648.44
... More
N.B: GST as applicable will be paid extra.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements