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Costs
EMD
₹ 2,81,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_62680_1Bid Award Id
ViewTender No
S.E.Ctc.(RandB)8/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Providing RCC Pile Cap with grade M35 etc complete as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) including centering and shuttering but excluding the cost of reinforcement complete as directed by the Engineer in charge
611.06
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6914.17
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Providing Reinforced Cement Concrete of grade M30 (Cast - in - Situ) using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in RCC substructure (Abutment/Pier shaft, return wall and cantilever wing wall ) as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) including centering and shuttering but excluding the cost of reinforcement complete as directed by the Engineer -in - charge
174.87
-
6407.3
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Reinforced cement concrete in M30 (Cast - in - Situ) for sub-structure complete as per drawing and Technical Specifications in Abutment/Pier Cap , Dirt wall, Pedestal as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) including centering and shuttering but excluding the cost of reinforcement complete as directed by the Engineer -in - charge.
60.89
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6407.3
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Reinforced Cement Concrete of grade M30 (Cast - in - Situ) using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in RCC T Beam Girder, Cross diaphragm End girder, Central girder,Deck Slab etc. as per approved drawings and sections 1000, 1500, 1600, 1700 and 2300 of MORTH specifications for road and bridge works(5th revision) including form work and staging but excluding the cost of reinforcement complete as directed by the Engineer -in - charge
357
-
6612.33
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Providing Fe-500 HYSD reinforcement (SAIL/ RINL/TATA/JINDAL STEEL/ SHYAM STEEL) for RCC works including bending, binding & placing in position as per specification of Drawing & design including cost, conveyance of all materials, all labour and T&P etc. complete as per the specification and direction of the Engineer-in-charge
206.42
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59543.05
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Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications and technical specification as per Section 2600 of MORTH specification for Road and Bridge work (5th Revision) as directed by the Engineer in charge
48
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9134.62
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RCC M-30 Grade(cast in situ) in Wearing coat including Reinforcement using 20mm downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works etc. complete as per the specification
47.82
-
9468.65
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Reinforced cement concrete crash barrier at the edges of the bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer and as per Technical Specifications section 809 of MORTH specification for Road & Bridge works (5th revision) etc. complete as directed by the Engineer in charge
116.16
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1972.67
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Supplying, fabricating welded water tight drainage spout as per technical specification clause 2705 of specification road and bridge work MORT&H (5th revision) assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab including full compensation to all operations, all inclusive costs, contingencies, incidental involved for the finished defect free item of work complete as per the specificaton & direction of the Engineer in charge.
18
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762.54
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Providing weep holes in Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of IV:20H Complete as per drawing and Technical specifications etc. complete with cost, conveyance, taxes, royalties of all materials, cost of all labour,T&P, sundries etc. complete as per specification and direction of Engineer-in-charge
111.42
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104.56
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Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification to a thickness of not less than 600mm 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 as per drawing and technical specification as directed by the Engineer in charge
137.71
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1690.34
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification section 2200, IRC-78 and direction of the Engineer in charge
439.55
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616.04
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Painting two coats with water bound cement paints of approved colour/ shade over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer in charge
226.51
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46.28
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Painting two coats with approved Synthetic enamel paints of approved colour/ shade over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer in charge
226.51
-
177.12
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Gravel backing to revetment including cost, conveyance, royalty, taxes of all materials with cost of labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge
61.1
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684.25
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Providing stone pitching on slopes using sound, hard, durable and fairly regular in shape and weighing each stone not less than 40 kg as per drawings and Clause 2504 of Technical specification for Road and Bridge works MORTH (5th Revision and as per direction of Engineer in charge.
122.21
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1278.2
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RCC M-20 Grade in Toe wall & Road side kerb using 20 mm and down graded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
572.38
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4468.56
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Supplying and fixing 15 cm diameter 1.00m long guard posts of RCC(1:2:4) using 7.5 kg of steel for each guard post with 12 mm size black hard granite stone chips including cost of all reinforcement and materials cantering shuttering and watering etc complete as per drawing and direction of the Engineer in Charge
40
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308.6
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Earthwork in Excavation for road works in hard soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections ,transportong to the embankment location within all lifts and leadsupto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge.
151.2
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42.31
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Providing and Filling foundation and plinth with sand in Road work and foundation of structure including all cost, conveyance, royality with all labour, T&P etc. as per approved Drawing and Technical Specification and as per Section-2100 of MORT&H Specification for Road and Bridge works (5th Revision)
502.6
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308.91
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision).
1755
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128.78
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PCC M-15 Grade (cast in situ) using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
12.6
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3815.3
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Construction of granular sub-base by providing coarse graded Granular sub-base Grading-IV materials as per table 400-2, 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 desired density complete as per Clause 401 of MORT&H Specification for Road & Bridge works ( 5th Revision).
418.64
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1453.84
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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 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 MORT&H specification for Road and Bridge works(5th Revision).
365.63
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1479.64
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Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works 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 compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) &including cost of all materials, labour, T&P,taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge
68.25
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4801.51
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Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher 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, 508 and 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, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
34.13
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6112.52
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.)
1365
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18.17
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.)
1365
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6.76
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising 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 complete as per specification and direction of Engineer in charge
115.5
-
392
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Providing & laying moorum in sub-base in layers not exceeding 100mm watering & compacting to the required density in OMC with PRR inclding, cost, cost, conveyance, royality of moorum and labour charges etc complete as per direction and specification of Engineer-in-charge
101.24
-
621.54
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