Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Eprocure
Opening Date14 Jan 2025
Closing Soon14 Feb 2025
Tender Amount₹ 1,63,99,912
Technical
Technical
Financial
Additional Eligibility
Work Experience Requirements
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To be eligible, bidders must have satisfactorily completed at least 90% of the contract value as a prime contractor or JV partner for similar works (construction/maintenance of roads) during the last five years. This can be demonstrated by completing three similar works costing no less than Rs. 82.00 lac each, two similar works costing no less than Rs. 57.40 lac each, or one similar work costing no less than Rs. 41.00 lac (values adjusted for escalation).
Bid Capacity
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Bidders' available bid capacity must exceed the total bid value. Available bid capacity is calculated as (A * N * 2.5 - B), where A is the maximum value of civil engineering works executed in any one year during the last three years (escalated), N is the number of years prescribed for completion, and B is the escalated value of existing commitments and ongoing works to be completed during the next N years.
Technical Capacity
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Bidders must demonstrate the availability of key equipment (specified in the Appendix to ITB), including excavators, tipper trucks, concrete mixers, hot mix plants, vibratory rollers, smooth wheeled rollers, bituminous sprayers, and air compressors, meeting specific age and quantity requirements. They must also have a Site Engineer-cum-Surveyor Engineer cum Material Engineer with a civil engineering degree and two years of experience in highway construction/maintenance.
Technical Specification
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Bitumen must be sourced from the Mumbai refinery. For hot mix plants, either proof of purchase or a confirmed order with a minimum payment of Rs. 10.00 Lakhs to the manufacturer/supplier is acceptable, along with an undertaking on Rs. 500/- stamp paper regarding plant installation distance to maintain bituminous mix laying temperature. An additional performance security of Rs. 05.00 Lakhs is required for mobilization of the plant.
Costs
EMD
₹ 3,28,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MoRTH_844218_1Tender No
NO.NHD/PEN/AB/TC/114/2024-25Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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Item No.04-Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC without SCADA enabled reversible drum type mixer/concrete batch mix plant(pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications(VSI sand finely washed etc) (Item No. 14.58)
45
6291
283131
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Item No.05-Providing and laying plain in situ/ready mix M-20 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/pan mixer with fine agreegates of required specifications(VSI sand finely washed etc)(excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (Item No. 17.28)
397.5
7881
3133015.5
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Item No.06-Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (Item No. 17.37)
350
533
186550
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Item No.07-Providing uncoursed rubble trap/quartzite/gneiss stone masonary in cement mortar 1:5 for piers, abutments, wings, returns, head-walls, parapet etc. including bailing out of water, striking joints of the non exposed faces, pointing the exposed faces with cement mortar 1:3, scaffolding, watering to masonary and etc. complete. (Item No. 11.07)
1225
6073
7439547.5
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Item No.08-Providing and laying in situ M-20 cement concrete of trap/granite/quartzite/gneiss metal with 15% plum of trap stones for foundation and bedding of retaining walls and jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete. (Item No. 49.26)
240
6503
1560864
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Item No.09-Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. (Item No. 2.11)
520
119
61880
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Item No.10-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) (Item No. 2.28)
300
1009
302760
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Item No.11-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/Paver 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 -- By Mix in Place Method and Grading-II Material (Item No. 3.05)
120
2142
257064
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Item No.12-Crusher Run Macadam Base -- 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 -- By Mix in Place Method for 45mm maximum size (Item No. 3.25)
200
2208
441730
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Item No.13-Prime coat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60kg/sqm using mechanical means. (Item No. 3.29)
1800
34
61920
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Item No.14-DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.44)
89.38
10292
919865.38
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Item No.15-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 2.5kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.30)
1787.5
18
33247.5
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Item No.16-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) (Item No. 3.50)
71.5
11309
808611.38
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Item No.17- Royalty charges
1721
216
372045.78
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Item No.18- Testing Charges
1
144170
144170
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