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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹6.7 L+₹16,783.76 (2.57%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | A. MUJEEB L5 | SHIBULAL V S L4 | Harilal NS L2 | BINU KUMAR A L1 | MUHAMMED A L6 | CHANDRAN.S L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00RENOVATION OF ROAD | |||||||||
| 1.00 | OD188938/2026-2027:Construction of embankment with approved material obtained from borrow pits with all lifts
and leads, transporting to site, spreading, and compacted to meet requirement lead upto 1000 m
(Derived from Mord 3.4 - For backfilling works)Specification Clause 301.5
Unit = cum Taking output = 100 cum a) Labour | 12.8 | cum | 700 ₹8,960 | 565.67 ₹7,240.58 | 508 ₹6,502.4 | 496 ₹6,348.8 Lowest | 700 ₹8,960 | 528.3 ₹6,762.24 |
| 1.00 | OD188940/2026-2027:Filling with Quarry Muck - Filling up low lying and water logged areas with local material/
quarry muck, spreading in layers, leveling the top at site and CONSOLIDATION BY
RAMMING, etc complete ( Derived from DAR 51.2.3) | 18.32 | cum | 1,700 ₹31,135.5 | 1,635.88 ₹29,961.14 | 1,470 ₹26,923.05 | 1,435 ₹26,282.03 Lowest | 1,700 ₹31,135.5 | 1,527.82 ₹27,982.02 |
| 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) | 82.08 | cum | 9,776 ₹8,02,414.08 | 8,583.56 ₹7,04,538.6 | 7,723 ₹6,33,903.84 | 7,527.5 ₹6,17,857.2 Lowest | 9,800 ₹8,04,384 | 8,016.54 ₹6,57,997.6 |
| 1.00 | OD189097/2026-2027:information board 75x60 cm size using gi pipe and post 1 mm thick gi sheet Ms angle frame painting lettering and fixing in concrete | 1 | each | 2,500 ₹2,500 | 2,232.2 ₹2,232.2 | 1,900 ₹1,900 Lowest | 1,957.5 ₹1,957.5 | 2,500 ₹2,500 | 2,084.75 ₹2,084.75 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
30 Sept 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayth
Road
2026_LSGD_871671_1
7d(9)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
7 Oct 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION OF ROAD | |||||
| 1.001 | OD188938/2026-2027:Construction of embankment with approved material obtained from borrow pits with all lifts
and leads, transporting to site, spreading, and compacted to meet requirement lead upto 1000 m
(Derived from Mord 3.4 - For backfilling works)Specification Clause 301.5
Unit = cum Taking output = 100 cum a) Labour | 12.8 | cum | - | - |
| 1.002 | OD188940/2026-2027:Filling with Quarry Muck - Filling up low lying and water logged areas with local material/
quarry muck, spreading in layers, leveling the top at site and CONSOLIDATION BY
RAMMING, etc complete ( Derived from DAR 51.2.3) | 18.32 | 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) | 82.08 | cum | - | - |
| 1.004 | OD189097/2026-2027:information board 75x60 cm size using gi pipe and post 1 mm thick gi sheet Ms angle frame painting lettering and fixing in concrete | 1 | each | - | - |
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