Odisha Bridge And Construction 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.
Costs
EMD
₹ 3,14,350Document 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_OBCC_92280_1Bid Award Id
ViewTender No
35/Tender/OBCC/2023-24Tender Authority
Odisha Bridge And Construction Corporation Limited ViewPurchaser Address
-Website
http://https://mdobcc.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of granular sub-base by providing close graded granular sub base Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT & H Specifications for Road & Bridge works (4th Revision) A.R.Page-160 & Item no.39
341.3
618742
1812.9
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 with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works. (4th Revision) A.R.Page-166 & Item no.42
392.18
1126144
2871.5
Providing and laying Surface Dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Claue 510 of MoSRT&H Specification for Road & Bridge works (4th Revision ) A.R.Page-180 & Item no.49
773.75
61900
80
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 as per Clause 502 of MoSRT&H Specifications for Road & Bridge works. (4th Revision) A.R.Page-167 & Item no.43
1547.5
51996
33.6
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ of 0.20Kg. Per Sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works. (4th Revision) A.R.Page-168 & Item no.44
1547.5
17951
11.6
Providing & laying compacted Bituminous Macadam using VG-30 grade Bitumen and crusher broken hard granite aggregates of Grading-II , premixed with bituminous binder @ 3.4 percent by mass of total mix and filler using hot mix plant, transporting from hot mix plant to work site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause No. 106,108,111,112,501,503 & 504 and section 900 of MORT&H specifications for Road and Bridge works &including cost of all materials, labour, T&P, taxes, royalty, etc. complete in all respect and as per direction of the Engineer-in-charge.
77.38
606365
7836.2
Providing and laying 25 mm thick compacted Semi Dense Bituminous Concrete using VG-30 grade Bitumen and crusher broken hard granite aggregates of Grading-II, premixed with bituminous binder @ 5.0 percent by mass of total mix and filler, transporting from hot mix plant to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No.501,No.508 and section 900 of MORT&H specifications for Road and Bridge works (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.
38.69
375579
9707.4
Construction of Embankment, sub grade and shoulder with approved materials obtained from Borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet the requirement of table 300-2 as per Clause No.305,408 & section-900 of MORT&H specifications for Road and Bridge works (5th 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.
3551.57
700014
197.1
Providing compacted granular materials by using Moorum of approved quality in shoulder, well watering and compacting to the required thickness and density in OMC with PRR as per approved drawing and technical specifications in Clause 407 and Section-900 of MORT&H Specifications for Road & Bridge works (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty, etc. complete in all respect and as per direction of Engineer-in-charge.
119.23
153573
1288.1
Providing Road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35 and as per Clause No.803.1,803.2,803.4.1,803.4.2,803.4.4& 803.6 to 803.8 of MORT&H specifications for Road and Bridge works (5th 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.
99.25
27550
277.6
Providing and fixing of R.C.C. M-15 guard posts of 1 mtr height and of size 15cm external diameter at top and 25 cm external diameter at bottom with base of 30 cm x 30 cmx10cm thick and using Steel of 3.5 kg per each guard post including cost of all reinforcement and material complete for finished item of work as per Section 1500,1600 &1700 of Ministry of Road Transport & Highway's specifications for Road & Bridge works(5th Revision) and as per direction of the Engineer-in-charge.
620
253642
409.1
Painting two coats with enamel paint of approved quality and shade over a coat of primer wash on concrete surface of approved quality at any elevation on kerb and guard posts etc including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
362.94
77560
213.7
Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (45mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
1050.9
2480229
2360.1
Earth work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge
2954.99
611092
206.8
Providing and laying P.C.C. M-15 grade in foundation of head wall,parapet etc. complelte as per drawing and technical specification using high strength approved quality cement and crushed granite aggregate conforming to table 1000-1 with formwork as per section 900,1000,1500,1700,2100&2200 of MORT&H specifications for Road & Bridge works (5th revision) and including cost of all materials , all labours, T&P, taxes, royalty etc. complete in all respect and as per direction of Engineer-in-charge.
247.54
1264919
5109.9
Providing and laying P.C.C. M-15 grade in sub structure,protection wall etc. complelte as per drawing and technical specification using high strength approved quality cement and crushed granite aggregate conforming to table 1000-1 with formwork as per section 900,1000,1500,1700,2100&2200 of MORT&H specifications for Road & Bridge works (5th revision) and including cost of all materials , all labours, T&P, taxes, royalty etc. complete in all respect and as per direction of Engineer-in-charge.
196
1094091
5582.1
Providing and laying Reinforced cement concrete of grade M-20 in foundation,drain side wall,substructure,super structure,cover slab etc. including frame work and dewatering 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,&2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th 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.
-
-
-
In Foundation
539.47
3293572
6105.2
In Superstructure (Wall)
543.05
5216538
9606
Supplying,strightening, cutting, bending, binding, placing in position HYSD bars confirming to grade IS:1786-/2062(Fe-500) in CD works,retaining / toe wall and other structures as per approved drawing and technical specifications & as per section 900,1000 & 1600 ,2100,2200 & 2300 of MORT&H Specefications for Road & Bridge works (5th Revision) and including cost of all materials, labour,T&P,Taxes,royality etc. complete in all respect and as per direction of Engineer-in-Charge.
91.5
7822414
85489
Providing Weep Holes in plain/reinforced concrete abutment, wing wall, retaining wall, toe wall with 100mm diameter A.C. Pipe as per drawing and technical specifications and as per Clause. 2200,2706 of MoRT&H specifications for Road and Bridge works (5th Revision) including cost of materials,labour,T&P,Taxes,royalty etc. complete in all respect and as per direction of the Engineer-in-charge.
506
54243
107.2
Cement concrete of proportion (1:3:6) in F&F using 40mm size bhg metal of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect .
10.34
55467
5362.3
Rough stone dry packing using hard stone in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
20.74
34633
1670.2
Providing, laying and fixing in position RCC 1000 mm dia NP3 Hume pipes with collars jointed with cement mortar 1:3 complete including cost, conveyance, taxes, royality of all materials, all labour etc. complete as per direction of Engineer-in-charge.
-
-
-
1000mm diametre
25
127650
5106
Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS:383 the size of coarse aggregate not exceeding 25mm, 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 150 Kg/Cum, Optimum Moisture Content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 daysg, mixed in a batching plant, transporte to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. as per Clause 601 of MoSRT&H specification for Road and Bridge works ( 4th Revision ) A.R.Page-189 & Item no.55
150
525870
3505.8
Construction of un-reinforced , dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg. Per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 30mm, 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 membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie road, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MoRT&H specification for Road and Bridge works (5th revision) and as per direction of the Engineer-in-charge.
200
1548820
7744.1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements