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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89,415.65Accepted-Finance | L1 | Accepted-Finance lowest bidder | |
| 2 | L2₹97,485.48+₹8,069.83 (9.03%)Accepted-Finance | L2 | Accepted-Finance second lowest bidder |
| Sl No | Description | Qty | Unit | ABDUSSALEEM M L1 | RABHIL ALAM L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 12 | cum | 64.46 ₹773.52 Lowest | 69.1 ₹829.2 |
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 1.72 | cum | 740.88 ₹1,274.31 Lowest | 1,772.2 ₹3,048.18 |
| 1.00 | OD165598/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 4.5 | cum | 2,197.49 ₹9,888.71 Lowest | 2,354.4 ₹10,594.8 |
| 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) | 9 | cum | 8,608.79 ₹77,479.11 Lowest | 9,223.7 ₹83,013.3 |
Tender Value
₹92,844
EMD Value
₹2,321
Closing Date
19 Sept 2026, 5:00 pmClosed
AE KOODARANHI
AE KOODARANHI GP
Annual Plan-KOODARANHI G P 2026-27 PRO 82/27 VEETTIPARA PALAM THONAKKARA ANTHONIPADY ROAD
2026_LSGD_868857_12
1/etender/koodaranhi/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KOODARANHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,321
Yes
8 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 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. | 12 | cum | - | - |
| 1.002 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 1.72 | cum | - | - |
| 1.003 | OD165598/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 4.5 | cum | - | - |
| 1.004 | 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) | 9 | cum | - | - |
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