Odisha Bridge And Construction Corporation Limited Tender
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Costs
EMD
₹ 13,38,246Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Improvement To Narasinghapur Baliput Road Odr From 11.65 K.m. To 25.000k.m.
Description
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Contact
Tender Id
2018_OBCC_49464_2Bid Award Id
ViewTender No
04/Tender/2018-19Tender Authority
Odisha Bridge And Construction Corporation Limited ViewPurchaser Address
-Website
http://https://mdobcc.in/
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Documents
BOQ Items
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Excavation for road work in all kinds of soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in Tippers,trimming bottom and side slopes inaccordance with requirements of lines, grades, in cross sections, transporting to embankment location within all lifts and leads up to1000mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5thRevision) and as per direction of Engineer-in-Charge.
15197.84
-
43.63
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Providing Granular Sub-Base with Grading-IV stone screening materials as per approved drawing and technical specifications in clause No. 401 and 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.
3427.66
-
1965.07
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Providing ,llaying,spreding and compacting graded stone aggregate to Wet Mix Macadam including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials by typer two site laying in uniform layers with paver finisher in sub base/ base course as well prepared surface by compacting with vibratory roller to achive desired density as per approved drawing and technical specifications in Clause 406 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 the Engineer-in-charge.
11540.91
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1842.31
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Providing & applying Primer coat to prepared surface of granual base with slow setting (SS 1) Bitumen Emulsion conforming to technical specifications in clause No.501.5.2,No. 502 and section 900 of MORT&H specifications for Road and Bridge works of (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.
64106.39
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20
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Providing & applying Tack coat on the prepared Bitumenous surface with rapid setting Bitumen Emulsion ( RS 1) conforming to technical specifications in Clause No.503 & 501 5.2 with 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 the Engineer-in-charge.
65247.66
-
7.3
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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.
3104.06
-
5497.64
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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.
1631.21
-
6821.75
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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.
20063
-
128.97
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Laying and fixing in position reinforced cement concrete NP4 hume pipes of different diametre as given below including pointing ends, fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 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.
-
-
-
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1000mm diametre
110
-
6684.83
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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.
643.5
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494.72
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Providing and erecting direction and place identification of Retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of MORT&H specifications for road and bridge works (5th Revision) fixed over aluminum sheeting, 2mm thick with area not exciding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty, etc. complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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Circular 600mm. Dia speed limit sign post
60
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3562.06
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Equilateral tringular cautionary sign post 900mm.
80
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4023.71
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Facility information sign(800x600mm)
67
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4919.45
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900mm high octogain stop sign
10
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6242.37
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Earth work in excavation in hard soil or gravelly soil for CD work of foundation, retaining/toe wall etc. as per drawing and technical specification,including setting out, dressing of section to correct line,level,grade and camber and loading in Tippers, Transporting to embankment site with all lifts and lead of 50 mtrs and utilising the surplus earth locally for road work when ever required,back filling the excavated earth to the extend required, complete in all respect as per section 900 & clause 304 of MORT&H specification for Road and Bridge work (5th revision) and as per direction of the Engineer-in-charge.
6576.55
-
134.43
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Sand filling in foundation and plinth as per approved drawing and technical specifications as per Clause 304 and Section 900 & 2100 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 the Engineer-in-charge.
10007.64
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422
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Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above using old stone available from dismantaling materials 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.
503.92
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426.4
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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.
145.64
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923.47
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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.
634.44
-
1626.97
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Providing and laying Plain cement concrete (1:3:6) in foundation in toe wall, Drain retaining wall,abutment,wing wall etc.complete as per drawing and technical specification using High Strength approved quality Cement and black hard granite stone crushed metal of 40mm nominal size with formwork as per Section 900,1000,1700 & 2100 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.
583.07
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4239.11
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Construction of embankment with approved materials deposited at site from road-way cutting and other sources with all lifts and leads graded and compacted to meet the requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge work s (5th Revision) and as per direction of Engineer-in-Charge.
17420.22
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55.91
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Providing and laying gravel backing with granual materials to a required thickness in layer, compacted and thickness of each layer shall be 150mm. provided over entire surface behind abutment, wing wall and retaining wall to a firm condition as per drawing and technical specification as per section 900,1000,2500 & clause-2504.2.2 of MoRT&H specifications for Road & Bridge works (5th Revision) and direction of Engineer-in-Charge complete in all respect including all cost, charges, etc complete.
120.74
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515.77
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Grouting to approns and revetment 23cm deep with cement concrete(1:4:8) with 2.5 cm size HG metal(15cm to 30 cm) including mixing,conveying,laying,grouting the mix to curring up to sspecified period with cost,conveyance,royality and taxes of all materials, labours, T&P and sundries etc. complete as per approved drawing and technical specification as per section 900,1000,&2500 of MORT&H for Road & Bridge work(5th revision)and direction of Engineer-in-charge.
486.5
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192.39
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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.
-
-
-
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In Foundation
1069.95
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4726.54
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In Foundation of drain side wall
59.76
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5827.9
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In substructure
818.29
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7335.05
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In super structure
204.21
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5805.26
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In Drain Cover slab
22.41
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5442.55
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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.
512.08
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100.96
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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.
181.9
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61365.7
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Providing and laying P.C.C. M-15 grade in open foundation of head wall,parapet,culvert bed and embankment 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.
1601.86
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4261.27
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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.
1058
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291.5
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Painting two coats with cement paint of approved quality and shade over a coat of cement 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.
808.98
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91.53
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Dismentaling R.R.stone masonary including T&P and scaffolding when ever necessary sorting the dismentaling materials,disposal of unserviciable materials and stacking the serviceable materials with all lift and lead up to 1000mtr as per Clause 202 of MORT&H specifications for Road & Bridge works (5thRevision) and including cost of all materials labour, T&P,taxes,royalty etc. complete in all respect and as per direction of Engineer-in-Charge.
347.4
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213.51
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Dismentaling R.C.C. work including T&P and scaffolding when ever necessary sorting the dismentaling materials,disposal of unserviciable materials and stacking the serviceable materials with all lift and lead up to 1000mtr as per Clause 202 of MORT&H specifications for Road & Bridge works (5thRevision) and including cost of all materials labour, T&P,taxes,royalty etc. complete in all respect and as per direction of Engineer-in-Charge.
100.8
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875.32
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Providing and laying R.C.C. of Grade M-30 with 20mm down graded BHGCB chips in wearing coat as per drawing and technical specification and as per relevant clauses of Section 900,1000, 1500, 1600,1700&2700 of MORT&H specification (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
37.87
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5101.45
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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.
3271.38
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543.23
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Loosening , leveling and compacting original ground for construction of embankment /sub grade as per approved drawing and Technical specifications as per section 900 and clause 305 of MoRT&H Specifications for Road & Bridge works(5th revision) and as per direction of the Engineer-in-charge.
6280.95
-
20.35
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Fine dressing & laying turfing with live sods of perennial turf forming grass on embankment slope,verges or other locations shown on the drawing or as directed by the Engineer-in-charge including preparation of ground, fetching of sods and watering etc. completed as per Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) with all cost and charges complete.
22102
-
13.6
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Providing and laying Plain Cement concrete M-20 grade in foundation complelte as per drawing and technical specification using high strength approved quality cement and coarse grannite aggregate conforming to table 1000-1 with formwork as per section 900,1000,1500,1700,2100&2200 of specifications for road & bridge works of MoRT&H (5th revision) and including cost of all materials , all labours, T&P, taxes, royality etc. complete lin all respect and as per direction of Engineer-in-charge.
371.26
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4670.99
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Construction of Dry lean cement concrete sub base over a prepared sub grade with coarse and fine aggregates confirming to IS 383. the size of coarse aggregate not exceeding 25mm cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600mm,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 10mpa at 7 days, mixed in a batching plant,transported to the site, laid with a paver with electronic sencer ,compacting with8-10 Ton Vibratory Roller, finishing the surface and curring as per clause 601 of MoRT&H specifications for Road and Bridge works(5th revision) including cost of all materials , all labours, T&P, taxes, royalty etc. complete in all respect and as per direction of the Engineer-in-charge .
1257.26
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3662.84
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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.
3128.91
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6293.61
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