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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.8 LAccepted-AOC NO 31 MARIAMMAN KOIL STREET IYANKUTTIPALAYAM PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | L1 | Accepted-AOC Lowest tenderer | |
| 2 | L2₹48.7 L+₹93,257 (1.95%)Rejected-Finance NO 23 III CROSS ROAD SARADAMBAL NAGAR PUDUCHERRY 605 005 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605005 | L2 | Rejected-Finance REJECTED |
Tender Value
₹47.1 L
EMD Value
₹94,161
Closing Date
20 Apr 2022, 5:00 pmClosed
The Managing Director
3rd Floor,Department of Adidrvaidar Welfare and Scheduled Tribes Welfare Complex, Thattanchavady,Puducherry
Improvements to the approach road at Periyapet and Chinnapet in Thirubhuvanai constituency, Puducherry
2022_PADCO_9992_1
390/PADSTDC/EW/2022-23/03
Open Tender
Civil Works
Item Wise
120 days
Thattanchavady
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹94,161
30 Jul 2022
7 Apr 2022
21 Apr 2022
7 Apr 2022
20 Apr 2022
7 Apr 2022
Amount
Code No 6.2.MO Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and/of compressedair to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.
Code No 5.3B Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. -using grade II metal and bitumen 60/70 grade.
Code No 5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
Code No 5.7A.1 Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 -60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 508 of MoRTH specification, 4th Revision, complete in all respects -Using grade-I material and bitumen CRMB
Code No 2.27A.1 Supplying and filling with gravel (excluding rock ) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc.complete including all lead and lift
R MANOGARAN
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