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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC N A | NA | NA | 121004 | ₹1.3 Cr | L1 | Accepted-AOC First lowest |
| 2 | L2₹1.4 CrRejected-AOC | ₹1.4 Cr | L2 | Rejected-AOC Second lowest |
| 3 | L3₹1.5 CrRejected-AOC | ₹1.5 Cr | L3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | GOPALAKRISHNAN NAIR L3 | Anoop D L1 | ARUN V G L2 |
|---|---|---|---|---|---|---|
| 1.00IMPROVEMENTS TOCARRIAGE WAY | ||||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 35 | cum | 2,948.35 ₹1.0 L | 2,648.11 ₹92,683.85 | 2,840.16 ₹99,405.60 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 45 | cum | 2,850.98 ₹1.3 L | 2,560.65 ₹1.2 L | 2,746.36 ₹1.2 L |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 1,350 | sqm | 6.78 ₹9,153 | 6.09 ₹8,221.50 | 6.53 ₹8,815.50 |
| 1.00 | 4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method | 67.5 | cum | 4,118.38 ₹2.8 L | 3,698.99 ₹2.5 L | 3,967.25 ₹2.7 L |
| 1.00 | 4.12: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. | 202.5 | cum | 4,068.82 ₹8.2 L | 3,654.47 ₹7.4 L | 3,919.5 ₹7.9 L |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 1,350 | sqm | 68.86 ₹92,961 | 61.84 ₹83,484 | 66.33 ₹89,545.50 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 7,225 | sqm | 13.4 ₹96,815 | 12.03 ₹86,916.75 | 12.9 ₹93,202.50 |
| 1.01 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 35 | cum | 10,480.84 ₹3.7 L | 9,413.53 ₹3.3 L | 10,096.22 ₹3.5 L |
| 1.01 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 45 | cum | 6,184.47 ₹2.8 L | 5,554.68 ₹2.5 L | 5,957.52 ₹2.7 L |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
17 Nov 2025, 5:00 pmClosed
Superintending Engineer PWD Roads South Circle, T
SE Roads
GENERAL RP 2025 26 Providing MSS to chirathalakkal Madapuram road from 0 000 to 1 550 Providing MSS to chirathalakkal Madapuram road from 0 000 to 1 550 General Civil Work
2025_PWD_820276_1
PWD/RB/TR/16981/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Chirathalakkal
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
8 Apr 2026
7 Nov 2025
20 Nov 2025
7 Nov 2025
17 Nov 2025
7 Nov 2025
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