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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹2.6 CrRejected-AOC | ₹2.6 Cr | L2 | Rejected-AOC nd lowest |
| Sl No | Description | Qty | Unit | SASI KUMAR NATARAJA PILLAI 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) | 20.17 | cum | 2,794.44 ₹56,358.27 | 2,838.26 ₹57,242.03 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 38.16 | cum | 2,702.16 ₹1.0 L | 2,744.53 ₹1.0 L |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 1,230 | cum | 51.57 ₹63,431.10 | 52.38 ₹64,427.40 |
| 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 | 1,400 | sqm | 6.43 ₹9,002 | 6.53 ₹9,142 |
| 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 | 615 | cum | 3,903.39 ₹24.0 L | 3,964.6 ₹24.4 L |
| 1.01 | 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. | 825 | cum | 3,856.42 ₹31.8 L | 3,916.89 ₹32.3 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. | 5,500 | sqm | 65.26 ₹3.6 L | 66.28 ₹3.6 L |
| 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. | 18,450 | sqm | 12.7 ₹2.3 L | 12.9 ₹2.4 L |
| 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. | 20.17 | cum | 9,933.72 ₹2.0 L | 10,089.49 ₹2.0 L |
Tender Value
₹2.5 Cr
EMD Value
₹1 L
Closing Date
1 Nov 2025, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
SE, Roads
GENERAL Budget work 2025 26 20 Provision Providing MSS to Thekkada Seemavila Road Providing 40 mm MSS to Thekkada Seemavila Road from 0 000 to 3 200 working chainage 0 000 to 4 100 General Civil Work
2025_PWD_815024_1
PWD/RB/TR/2703/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Thekkada
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
7 Mar 2026
25 Oct 2025
4 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
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