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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC N A | ₹1.4 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.4 Cr+₹3.3 L (2.42%)Rejected-Finance NO 12 13 6TH CROSS STREET THIRU NAGAR MOOLAKULAM PUDUCHERRY 605 010 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605010 | ₹1.4 Cr+₹3.3 L (2.42%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹1.4 Cr+₹4.0 L (2.88%)Rejected-Finance | ₹1.4 Cr+₹4.0 L (2.88%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹1.5 Cr+₹8.4 L (6.13%)Rejected-Finance | ₹1.5 Cr+₹8.4 L (6.13%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹1.5 Cr+₹12.5 L (9.10%)Rejected-Finance NO 31 MAIN ROAD KUNICHAMPET PUDUCHERRY 605 501 | VILLUPURAM | TAMIL NADU | 605501 | ₹1.5 Cr+₹12.5 L (9.10%) | L5 | Rejected-Finance Not Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
8 Feb 2023, 4:00 pmClosed
Executive Engineer, BRN., PWD., Puducherry
No.44, Labourthonnais Street, Puducherry-1
Improvements to the road from Villianur Bye pass to Olavaikal junction at RC-16 Koodapakkam road in Villianur, Puducherry
2023_PWDC1_11885_1
50/PW/EE/BRN/2022-23
Open Tender
Civil Works - Roads
Item Rate
60 days
Koodapakkam
Please refer tender document
3 documents required · 3 mandatory
₹1,050
₹2.7 L
5 Jun 2023
2 Feb 2023
9 Feb 2023
2 Feb 2023
8 Feb 2023
2 Feb 2023
Amount
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC using with concrete mixer at site,laying in uniform layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achive the desired density.
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 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
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)
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.
Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen 60/70
S.R.NEELAMEGAM
S R V Construction
V Rajasekar
J.RAMESH
P Velmurugan
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