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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹12,704.28 (3.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | niyas L1 | THOMAS K L2 |
|---|---|---|---|---|---|
| 1.00road concreting | |||||
| 1.00 | OD161918/2026-2027: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 1.50 m. | 12.6 | sqm | 35.65 ₹449.16 Lowest | 36.75 ₹463.05 |
| 1.00 | OD62465/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in charge | 51.45 | cum | 508.79 ₹26,177.25 Lowest | 524.53 ₹26,987.07 |
| 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 | 22.32 | cum | 2,417.16 ₹53,951.01 Lowest | 2,491.92 ₹55,619.65 |
| 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) | 35.37 | cum | 9,276.84 ₹3,28,121.83 Lowest | 9,563.75 ₹3,38,269.84 |
| 1.00 | OD161910/2026-2027: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 | 2,066.89 ₹2,066.89 Lowest | 2,130.81 ₹2,130.81 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
26 Sept 2026, 3:50 pmClosed
RAZIF M
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NEDUMPANA GP KOLLAM - 695310
Annual Plan-2026-27, Maruthadivila SKV company road-Pro. No. 92/27, Wark No. 14 of Nedumpana GP
2026_LSGD_869397_11
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
₹935
Yes
₹10,587
Yes
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concreting | |||||
| 1.001 | OD161918/2026-2027: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 1.50 m. | 12.6 | sqm | - | - |
| 1.002 | OD62465/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in charge | 51.45 | cum | - | - |
| 1.003 | 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 | 22.32 | 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) | 35.37 | cum | - | - |
| 1.005 | OD161910/2026-2027: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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