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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.4 L+₹39,577.51 (7.97%)Rejected-Finance | ₹5.4 L+₹39,577.51 (7.97%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | BINURAJ N I L1 | REJI T L6 | Akshay L4 | BABY GANGADHARAN L5 | Sreeju S S L3 | Aneesh PT L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 37.69 | cum | 623 ₹23,479.62 Lowest | 962.76 ₹36,284.5 | 764.77 ₹28,822.65 | 750.95 ₹28,301.8 | 675.38 ₹25,453.72 | 666 ₹25,100.21 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 94.22 | cum | 4,529 ₹4,26,717.85 Lowest | 5,802.96 ₹5,46,749.09 | 5,000 ₹4,71,095 | 5,459.95 ₹5,14,431.03 | 4,910.46 ₹4,62,658.63 | 4,888 ₹4,60,542.47 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.03 | cum | 6,319 ₹31,752.98 Lowest | 9,766.53 ₹49,076.81 | 9,776.27 ₹49,125.76 | 7,324.89 ₹36,807.57 | 6,851.22 ₹34,427.38 | 7,000 ₹35,175 |
| 1.00 | OD484341/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
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 | 32.16 | cum | 403.5 ₹12,976.56 | 623.69 ₹20,057.87 | 623.69 ₹20,057.87 | 486.48 ₹15,645.2 | 437.52 ₹14,070.64 | 399 ₹12,831.84 Lowest |
| 1.00 | OD484342/2025-2026:od1705724/2021_2022 :Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by
MS angles including painting, lettering and fixing in position as per direction of e-i--c. (MoRD) | 1 | each | 1,645 ₹1,645 Lowest | 2,542.29 ₹2,542.29 | 5,245.99 ₹5,245.99 | 3,455.49 ₹3,455.49 | 1,783.48 ₹1,783.48 | 2,500 ₹2,500 |
Tender Value
₹7.7 L
EMD Value
₹19,187
Closing Date
5 Mar 2026, 9:00 amClosed
The Assistant Engineer, LID EW Section , Nanniyode
The Assistant Engineer, LID EW Section , Nanniyode
Annual Plan-Nanniyode GP 2025-26 Renovation of Perayam Podikkilam Road in ward 15 General Civil Work
2026_LSGD_840392_2
08/AE/LIDEW/NYD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Nanniyode
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,695
Yes
₹19,187
Yes
1 Aug 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
26 Feb 2026 - 5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.6 | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | OD484341/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
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 | 1 | cum | - | - |
| 1.005 | OD484342/2025-2026:od1705724/2021_2022 :Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by
MS angles including painting, lettering and fixing in position as per direction of e-i--c. (MoRD) | - | each | - | - |
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