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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-Finance | ₹3.8 L | L1 | Accepted-Finance L1 accepted |
| 2 | L2₹4.3 L+₹49,210 (13.0%)Rejected-Finance | ₹4.3 L+₹49,210 (13.0%) | L2 | Rejected-Finance L2 rejected |
| 3 | L3₹4.3 L+₹56,067 (14.8%)Rejected-Finance | ₹4.3 L+₹56,067 (14.8%) | L3 | Rejected-Finance L3 rejected |
| Sl No | Description | Qty | Unit | SAJI N L2 | SHIJU P L1 | SURENDRAN C L3 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 10.61 | cum | 7,733.85 ₹82,087.08 | 6,844 ₹72,642.22 Lowest | 7,858.07 ₹83,405.55 |
| 1.00 | OD34641/2026-2027:Filling quarry muck
filling up low lying and water logged areas with local material / quarry muck , spreading in layers . levelling the top and consolidation by ramming etc complete for improving the CBR value of sub grade for 300 m^3 ( without roller compaction) | 8.7 | cum | 797.16 ₹6,935.29 | 705.5 ₹6,137.85 Lowest | 809.96 ₹7,046.65 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 75.4 | cum | 565.18 ₹42,614.57 | 500.1 ₹37,707.54 Lowest | 574.26 ₹43,299.2 |
| 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) | 35.67 | cum | 8,216.95 ₹2,93,098.61 | 7,271.5 ₹2,59,374.41 Lowest | 8,348.93 ₹2,97,806.33 |
| 1.00 | OD32692/2026-2027:Supplying and fixing information board 75x60cm using GI pipes as post and MS sheet
surrounded by MS angles including painting lettering and fixing in position | 1 | each | 2,136.87 ₹2,136.87 | 1,800 ₹1,800 Lowest | 2,171.14 ₹2,171.14 |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
3 Aug 2026, 4:00 pmClosed
Assistant Engineer
Office of AEE Vamanapuram BP
Annual Plan-Vamanapuram BP - Vattappara Temple Road Concreting -Vembayam Division-Proj No 51/27-General Civil Work
2026_LSGD_862613_5
02/2026-27/AE/LIDEW/VMPM
Open Tender
Civil Works - Roads
Item Rate
VENJARAMOODU
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,697
Yes
19 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.002 | OD34641/2026-2027:Filling quarry muck
filling up low lying and water logged areas with local material / quarry muck , spreading in layers . levelling the top and consolidation by ramming etc complete for improving the CBR value of sub grade for 300 m^3 ( without roller compaction) | 1 | cum | - | - |
| 1.003 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | 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) | - | cum | - | - |
| 1.005 | OD32692/2026-2027:Supplying and fixing information board 75x60cm using GI pipes as post and MS sheet
surrounded by MS angles including painting lettering and fixing in position | - | each | - | - |
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