Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 1,12,32,635
AI Insights
Technical
Technical
Financial
Additional Eligibility
Work Experience Requirements
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Successfully complete (at least 90% of contract value) at least one of the following as a prime contractor or JV partner in the last five years: three similar works costing no less than a specified amount each; two similar works costing no less than a different specified amount each; or one similar work costing no less than yet another specified amount. Similar work is defined as construction/maintenance of roads. These values are subject to escalation factors based on the year of completion.
Bid Capacity
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Available bid capacity must exceed the total bid value. Available Bid capacity = (A * N * 2.5 - B) Where: A = Maximum value of civil engineering works executed in any one year during the last three years (escalation factor applied); N = Number of years prescribed for completion of the works; B = Value (escalation factor applied) of existing commitments and on-going works to be completed during the next N years.
Technical Capacity
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Demonstrate availability of key equipment (specified in the Appendix to ITB), whether owned, leased, or rented. Demonstrate availability of personnel with the qualifications and experience stated in the Appendix to ITB.
Costs
EMD
₹ 1,13,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MoRTH_844720_1Bid Award Id
ViewTender No
NHD-THANE/Tender/119/2024-25Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
1440.98
1084
1563342.6
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Construction of granular subbase by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Plant Mix Method and Grading II Material
480.32
2848
1368188.5
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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. Laying By Grader/Paver..
480.32
2855
1371358.64
... More
Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 3.00 kg/10 sqm with VG30 bulk Bitumen..
4803.25
23
112540.15
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DENSE BITUMINOUS MACADAM:-Providing and laying dense bituminous macadam using crushed aggregate of grading1, premixedwithbituminous binderBitumenof specifiedgrade,@4.50%byweightof totalmixandfiller, transportedatsitewithVTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,androllingtoachievethedesireddensityfor76/100mmcompactedthickness withdrummixtypehotmixplantwithSCADAhavingcomplyingessential featureso HotmixplantasperIRC-2 2009specifiedconditionsandattachmentssuchaselectronic loadsensorbasedbelt conveyers, automaticsynchronizationofbitumenandaggregate
360.24
11719
4221864.24
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Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen
4803.25
20
96449.26
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BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
144.1
13583
1957305.58
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