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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹13.0 L+₹7,471.56 (0.58%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KANNUR | KERALA | 670511 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹13.3 L+₹46,368.42 (3.60%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance KERALA KL | KANNUR | KERALA | 670511 | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Bid rank grater than 2 | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Bid rank grater than 2 |
| Sl No | Description | Qty | Unit | ABDUL SALAM A L2 | THOMAS K L1 | SUNDARLAL KOCHUKRISHNA L3 |
|---|---|---|---|---|---|---|
| 1.00road maintenance | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 540 | sqm | 13.61 ₹7,349.4 | 13.53 ₹7,306.2 | 12 ₹6,480 Lowest |
| 1.00 | OD107766/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 M | 568 | sqm | 31.23 ₹17,738.64 | 31.05 ₹17,636.4 | 30 ₹17,040 Lowest |
| 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) | 85.22 | cum | 8,128.23 ₹6,92,687.76 | 8,081.37 ₹6,88,694.35 Lowest | 8,190 ₹6,97,951.8 |
| 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. (i) Using naturally occuring gravel | 20.83 | cum | 2,117.88 ₹44,123.91 | 2,105.67 ₹43,869.53 Lowest | 2,500 ₹52,085 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 68.16 | cum | 7,807.8 ₹5,32,179.65 | 7,762.79 ₹5,29,111.77 Lowest | 8,190 ₹5,58,230.4 |
| 1.01 | OD152365/2026-2027:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per directions of Engineer - in - charge. | 1 | each | 1,810.98 ₹1,810.98 | 1,800.53 ₹1,800.53 Lowest | 3,000 ₹3,000 |
Tender Value
₹15.2 L
EMD Value
₹38,119
Closing Date
25 Sept 2026, 4:00 pmClosed
RAZIF M
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NEDUMPANA GP KOLLAM - 695310
Annual Plan-2026-27, Kalluvila Edakkallil road and Valsala Kunnuvila road renovation-Pro. No. 123/27, Ward No.19 of Nedumpana GP
2026_LSGD_869397_26
01/AE/LSGD/NDPNA/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMPANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,119
Yes
29 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 540 | sqm | - | - |
| 1.002 | OD107766/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 M | 568 | sqm | - | - |
| 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) | 85.22 | cum | - | - |
| 1.004 | 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. (i) Using naturally occuring gravel | 20.83 | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 68.16 | cum | - | - |
| 1.006 | OD152365/2026-2027:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per directions of Engineer - in - charge. | 1 | each | - | - |
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