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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.5 L+₹14,674.35 (6.20%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.7 L+₹34,497.66 (14.6%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.0 L+₹67,660.07 (28.6%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹3.1 L+₹69,069.16 (29.2%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | C SULAIMAN L1 | ANANDAN T L4 | ABDUL MAJID BA L3 | Abhinesh Anandan L5 | ABDUL KHADER FAIZAL A M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 31.35 | cum | 51.34 ₹1,609.51 Lowest | 66.07 ₹2,071.29 | 58.81 ₹1,843.69 | 70 ₹2,194.5 | 54.52 ₹1,709.2 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 18.9 | cum | 1,824.18 ₹34,477 Lowest | 2,345.44 ₹44,328.82 | 2,089.99 ₹39,500.81 | 2,400 ₹45,360 | 1,937.2 ₹36,613.08 |
| 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) | 28.35 | cum | 6,998.77 ₹1,98,415.13 Lowest | 8,997.01 ₹2,55,065.23 | 8,017.23 ₹2,27,288.47 | 9,000 ₹2,55,150 | 7,432.42 ₹2,10,709.11 |
| 1.00 | OD104131/2025-2026:Providing name board of size 0.75 mx0.6m using 40x40x1.6 mm GI Pipe,0.5 mm thick MS
sheet , steelwork, ,painting lettering etc complete | 1 | 1 nos | 2,333.7 ₹2,333.7 Lowest | 3,030.07 ₹3,030.07 | 2,700.03 ₹2,700.03 | 3,200 ₹3,200 | 2,478.3 ₹2,478.3 |
Tender Value
₹3.0 L
EMD Value
₹7,612
Closing Date
29 Aug 2025, 5:00 pmClosed
ASSISTANT ENGINNER
OFFICE OF THE ASSISTANT ENGINEER KUTTIKOL GP
ROAD IMPROVEMENT
2025_LSGD_787942_5
ET/2/AE/LIDEW/KKL/25-26
Open Tender
Civil Works - Roads
Item Rate
KUTTIKOL
Please refer Tender documents.
3 documents required · 3 mandatory
₹675
Yes
₹7,612
Yes
5 Dec 2025
20 Aug 2025
30 Aug 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
Amount
CONCRETING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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)
OD104131/2025-2026:Providing name board of size 0.75 mx0.6m using 40x40x1.6 mm GI Pipe,0.5 mm thick MS sheet , steelwork, ,painting lettering etc complete
ABDUL KHADER FAIZAL A M (BID ID -2315797)
ABDUL MAJID BA (BID ID -2313519)
ANANDAN T (BID ID -2309317)
Abhinesh Anandan (BID ID -2309578)
Bidder Name
C SULAIMAN
ANANDAN T
ABDUL KHADER FAIZAL A M
ABDUL MAJID BA
Abhinesh Anandan
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