Rural Development Department Tender
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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for Construction Of H.l.bridge Over River Karo At Balaguda Village On Barbil-kiriburu Road At Ch.5/320 Km In District Of Keonjhar Under State Plan in Bhubaneswar, Odisha, with an estimated contract value of Rs. 10,11,30,136. The bid opening date for this tender is 03-01-2022 and the last date for bid submission is 19-01-2022. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development Department - RDD Tender
Opening Date3 Jan 2022
Closing Date19 Jan 2022
Tender Amount₹ 10,11,30,136
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_75359_1Bid Award Id
ViewTender No
CE-DPI AND R-16/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
461.84
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Levelling the hard rock surface for abutment and pier wells as per drawing and technical specification using High Strength approved quality of Cement as per Section 1200 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.
308.96
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Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
17099.79
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Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
785.66
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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 15cm to 30 cm using stones obtained from dismantling of R.R. stone masonry structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials (except cost of dismantled stones), labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
97.37
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
48.68
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Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
24
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Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2525.91
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Fixing 25mm dia anchor bars in foundation rock including drilling 35mm dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete excluding cost of M.S. rods including cost conveyance with all leads and lifts and T&P and all other machineries with cost of all labour etc. including cost of reinforcement required for the work complete in all respect as directed by the Engineer-in-charge.
462
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Supplying and fixing Stainless Steel pipe and supporting plate over crash barrier using 50mm NB stainless steel pipe with 8mm thick MS plate vertical and 122mm thick base plate @ 1500mm C/C in position as per approved drawing and technical specification and as per Clause-809 & Section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
111.6
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Grouting to aprons and revetments 23cm deep with C.C (1:4:8) using 25mm size granite metal complete for finished item of work as per approved drawing and technical specifications as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royality etc complete in all respect and as per direction of the Engineer-in-charge.
324.56
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm with area exceeding 0.9 Sqm fixed over black supported frame of minimum 35x35x3mm angle mounted on a mild steel circular pipe 65NB, firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing of MoRT&H specification for road & bridge works (5th Revision) and as per direction of Engineer-in-Charge.
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Section 900 & Clause 811 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.
1309.4
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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 900 & Clause 2606 of MORT & H Specifications for Road & Bridge works (5th Revision) & including cost of all materials, labour, T&P, etc complete in all respect and as per direction of the Engineer-in-charge.
48
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Providing and laying Granular Sub-base with Grading-IV stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1139.21
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Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
111.6
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Providing and laying P.C.C M-20 grade in sub-structure and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
277.45
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting vide Clause No. 801.3, 3mm/4mm thick alumunium composite material sheet depending on the size of sign fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing. The sign shall be maintanined as per Section 12 of IRC-67 of MoRT&H specification for road & bridge works (5th Revision) and as per direction of Engineer-in-Charge.
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Directional/Place Identification signs (1800x1200 mm)
2.4
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Providing and laying Reinforced Cement Concrete of Grade M-30 in approach slab including steel reinforcement complete as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500, 1600,1700,2300 and Clause No. 2704 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.
52.29
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Earthwork in excavation in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
5051.83
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Earthwork in excavation in ordinary rock in CD works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
959
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Providing, fitting and fixing 25mm thick bituminious expansion joint board in expansion joint of slab and culvert finished item of work as per section 900, 2600 of MORT&H Specifications for Road & Bridge works (5th Revision) and direction of the Engineer-in-Charge.
14.4
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Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
140
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Providing and laying 25mm thick mastic asphalt wearing course on top of deck slab over a layer of bituminous concrete wearing coat with paving grade bitumen VG-40 as per approved drawing and technical specirfications as per section 900 and Clause 516 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
612.48
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Cautionary sign 900mm side triangular
2
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Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 grade @ 5 per cent of mix and filler, transporting the hot mix 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 complete in all respects as per Clause No.507 & Section 900 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.
30.62
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Providing and laying Reinforced Cement Concrete of Grade M-30 for dirt wall as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1600, 1700 and Clause No. 2206 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.
20.31
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Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
147.31
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Providing and laying R.C.C M-20 grade in sub-structure of retaining wall and other structures as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1068
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Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
133.92
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Providing dry lean cement concrete sub-base by with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher and transporting to work site, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 & Clause 601 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
589.25
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Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2200&2504.2.2. of MoRT&H specifications 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 behind abutment, wing wall and return wall, retaining wall to the full height & compacted to a firm condition complete as per drawing and Technical Specification as per clause no 2504 and Section 900 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer-in-Charge.
598.95
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Providing un-reinforced, dowel jointed cement concrete pavement over a prepared sub base as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip from 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 approved drawing and technical specification complete in all respect as per Section 900 & Clause 602 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1178.5
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Providing and laying Reinforced Cement Concrete of Grade M-30 in foundation raft/ footing of bridge as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1600, 1700 and Clause No. 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.
381.75
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Providing and laying R.C.C M-20 grade in foundation of retaining wall and other structures as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1222.86
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Providing and laying P.C.C M-15 grade in levelling course as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1700, 2100 & 2704 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
442.52
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Providing and laying Reinforced Cement Concrete of Grade M-30 for super-structure of bridge , girder, beam & deck slab etc complete as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1700 & 2300 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.
352.81
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Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800, 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
133.92
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Back filling behind abutment, wing wall and return wall complete with granular materials(sand) as per IRC-78 levelling and watering compacting in layers as per drawings and section 2200,of Technical Specification for Road & Bridge works MoRTH (5th revision) & and as per instruction of Engineer in charge.
1576.72
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Earth work in excavation in hard rock for foundation of bridges etc as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber and loading into tippers, transporting to embankment site within all lifts and lead and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per Section 900 and Clause 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.
106.56
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Providing and laying Reinforced Cement Concrete of Grade M-30 in abutment and pier cap as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1600, 1700 and Clause No. 2205 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.
93.88
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Supplying, fitting and fixing in position true to line & level Elastomeric ( Neoprene) bearings including cost of material as per approved drawing and technical specifications as per Section 2005 of MORT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
460800
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Providing& fixing 150mm PVC pipes for utility services in the footpath of bridge duly approved for utility duct as per Drawings & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
223.2
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Providing and laying Reinforced Cement Concrete of Grade M-30 in abutment and pier shaft as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1600, 1700 and Clause No. 2204 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.
398.27
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Directional/Place Identification signs (1200x700 mm)
1.7
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Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1366.25
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Bhubaneswar, Odisha