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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.7 L+₹9,682.79 (6.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.7 L+₹16,198.06 (10.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.7 L+₹17,364.48 (11.1%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.8 L+₹21,836.10 (14.0%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHINIL L2 | ABDUSSALEEM M L1 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L3 | JOY AUGUSTINE L5 | RASAL SALEEM L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road work | ||||||||
| 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. | 31.73 | cum | 51.5 ₹1,633.84 | 48.47 ₹1,537.71 Lowest | 53.5 ₹1,697.29 | 55.26 ₹1,753.12 | 53.9 ₹1,709.98 |
| 1.00 | OD172559/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) <br> (A) By Mix in Place method in normal. <br> Construction of granular sub-base by providing local materila 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) | 10.57 | cum | 1,754.7 ₹18,555.95 | 1,652.16 ₹17,471.59 Lowest | 1,823.8 ₹19,286.69 | 1,883.55 ₹19,918.54 | 1,836.1 ₹19,416.76 |
| 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) | 21.15 | cum | 6,874.4 ₹1,45,393.56 | 6,472.4 ₹1,36,891.26 Lowest | 7,144.9 ₹1,51,114.64 | 7,378.96 ₹1,56,065 | 7,193.3 ₹1,52,138.3 |
Tender Value
₹2.1 L
EMD Value
₹5,290
Closing Date
18 Sept 2026, 5:00 pmClosed
AE KOODARANHI
AE KOODARANHI GP
Annual Plan-KOODARANHI G P 2026-27 PRO 107/27 MANKAYAM UZHUNNALIL PADY ROAD -WARD 08 General
2026_LSGD_868857_22
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
₹5,290
Yes
6 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 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. | 31.73 | cum | - | - |
| 1.002 | OD172559/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) <br> (A) By Mix in Place method in normal. <br> Construction of granular sub-base by providing local materila 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) | 10.58 | cum | - | - |
| 1.003 | 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) | 21.15 | cum | - | - |
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