Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date23 Jan 2019
Closing Date7 Feb 2019
Tender Amount₹ 2,84,00,000
Costs
EMD
₹ 2,84,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MoRTH_430787_1Bid Award Id
ViewTender No
16/SAC/Tender/2018-19Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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(iv) for Grading-II (30-45 mm
thickness ) with 60/70 bitumen(VG-30)
2235.09
17140905
7669
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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
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exclusive of surface applied glass
beads as per IRC:35 .The finished surface to be level, uniform and
free from streaks and holes all complete as per clause 803 of specifications.
514
265224
516
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Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet
requirement as per relevant clause of 400.
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(B) Hard Shoulders (CBR value 12)
4851.02
878034
181
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Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and
printing etc
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(i)5th kilometre stone (precast)
2
5582
2791
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(ii)Ordinary Kilometer stone (Precast)
13
21853
1681
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(iii) Hectometer stone (Precast)
52
25740
495
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Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc.complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100
with .
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(A) PCC Grade M15
16.61
75931
4572
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( C ) RCC Grade M20
174.88
860249
4919
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
1.47
97121
66069
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Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300
& 2100 in I Ordinary soil ( A ) Manual Means
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( i) upto 3 m depth
205.48
23630
115
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Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of
section-300.
655
94320
144
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Scarifying Existing Granular Surface to a 50 mm by Manual Means Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (refer clause two of General Notes)
122.13
27845
228
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Crusher Run Macadam Sub Base/Base Course
Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause
410 to form a layer of sub- base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of
specifications.
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(ii) For 37.5 mm maximum size
1067.77
1013313
949
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Wet Mix Macadam 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 in accordance to Table No. 400- 12, 400-13 and as per clause of
section 406 of specifications
2667.5
3363717
1261
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Prime coat
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 0.75 kg/sqm using mechanical
means as per clause 502 of specifications
11275
360800
32
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Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 as per
clause 505 of specification complete in all respects. (a)Using Batch Mix Plnt of appropriate capacity and
Paver finisher Hydraustatic with Sensor.
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for GradingII(19 mm nominal size)
424.6
2819344
6640
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