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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-AOC | ₹46.3 L | L1 | Accepted-AOC L1 1st lowest tenderer |
| 2 | L2₹47.0 L+₹79,687 (1.72%)Rejected-Finance | ₹47.0 L+₹79,687 (1.72%) | L2 | Rejected-Finance IInd lowest |
| 3 | L3₹50.3 L+₹4.0 L (8.64%)Rejected-Finance NO 22 THIRUVALLUVAR STREET DR RADHAKRISHNAN NAGAR KATHIRKAMAM POST PUDUCHERRY 605009 | PONDICHERRY | PUDUCHERRY | 605009 | ₹50.3 L+₹4.0 L (8.64%) | L3 | Rejected-Finance IIIrd lowest |
| 4 | L4₹51.0 L+₹4.7 L (10.2%)Rejected-Finance | ₹51.0 L+₹4.7 L (10.2%) | L4 | Rejected-Finance IV th lowest |
| 5 | L5₹52.6 L+₹6.3 L (13.7%)Rejected-Finance NO 29 SUGAR MILL MAIN ROAD KATTERIKUPPAM PUDUCHERRY 605502 | PONDICHERRY | PUDUCHERRY | 605502 | ₹52.6 L+₹6.3 L (13.7%) | L5 | Rejected-Finance V th lowest |
Tender Value
₹48.8 L
EMD Value
₹97,616
Closing Date
1 Mar 2023, 4:30 pmClosed
Executive Engineer
Office of the Executive Engineer, BRS, PWD, Puducherry
Improvements to RC.20 Abishegapakkam road from RC.2 Cuddalore road to Abishegapakkam 2.100KM in Ariyankuppam Commune, Puducherry.
2023_PWDC1_12092_1
No.33/PW/BRS/22-23
Open Tender
Civil Works - Roads
Item Rate
90 days
Abishegapakkam
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹97,616
22 Mar 2023
24 Feb 2023
2 Mar 2023
24 Feb 2023
1 Mar 2023
24 Feb 2023
Amount
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 layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve 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 V Construction
G VELMURUGAN
K. ARVIND
P Baskaran
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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