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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 LRejected-Finance | ₹1.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | VINOD M L2 | RAMACHANDRAN M L1 |
|---|---|---|---|---|---|
| 1.00BHAGAVATHI PARAMBATH THAZHAM PARAPPALLI THAZHAM ROAD WARD4 | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 7.29 | cum | 360.73 ₹2,629.72 | 360 ₹2,624.4 |
| 1.00 | OD547941/2024-2025:0.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble | 19.44 | cum | 3,660.07 ₹71,151.76 | 3,660 ₹71,150.4 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.02 | cum | 8,348 ₹16,904.7 | 8,300 ₹16,807.5 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 5.06 | cum | 2,988.07 ₹15,128.6 | 2,900 ₹14,682.7 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 7.59 | cum | 8,358.3 ₹63,472.93 | 8,350 ₹63,409.9 |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 5.06 | cum | 14.15 ₹71.64 | 14 ₹70.88 |
Tender Value
₹1.7 L
EMD Value
₹4,234
Closing Date
19 Jun 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER LID AND EW KAKKODI GP
A n n u a l P l a n - 3 5 5 / 2 5 - B H A G A V A T H I PARAMBATH THAZHAM PARAPPALLI THAZHAM ROAD WARD4-General Civil Work
2025_LSGD_768507_2
336/2025/AE/LSGD/KKD
Open Tender
Civil Works - Roads
KAKKODI
Please refer Tender documents.
13 documents required · 13 mandatory
₹555
Yes
₹4,234
Yes
17 Feb 2026
10 Jun 2025
20 Jun 2025
10 Jun 2025
19 Jun 2025
10 Jun 2025
Amount
BHAGAVATHI PARAMBATH THAZHAM PARAPPALLI THAZHAM ROAD WARD4
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD547941/2024-2025:0.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
VINOD M (BID ID -2228395)
Bidder Name
RAMACHANDRAN M
VINOD M
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