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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC KAVALA JELLY RORD | L1 | Accepted-AOC Accepted Vide Resolution No1(2) dtd 23/10/2025of T V Puram GP | |
| 2 | L2₹2.5 L+₹212.22 (0.08%)Rejected-AOC VAIKOM BLOCK THALAVADICHIRA VAIKOM | KOTTAYAM | KERALA | 686143 | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | T V Manoj L1 | RAVIKUMAR K K L2 |
|---|---|---|---|---|---|
| 1.00UZHANNATHARIL CHILLAKKAL ROAD WARD 6 | |||||
| 1.00 | OD164549/2025-2026:QUARRY MUCK Filling (with Roller Consolidation) by spreading in uniform layers on prepared surface and compacting by three wheel 80-100 KN static road roller to achieve the desired density etc. complete as per Technical Specification Clause 408. Using Quarry waste (MORD) | 90 | cum | 1,254.08 ₹1,12,867.2 Lowest | 1,255 ₹1,12,950 |
| 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) | 4.86 | cum | 9,563.75 ₹46,479.83 Lowest | 9,565.2 ₹46,486.87 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 8 | cum | 441.5 ₹3,532 Lowest | 443.2 ₹3,545.6 |
| 1.00 | OD166987/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to
lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of Departmental officers at site | 19.4 | cum | 4,160.2 ₹80,707.88 Lowest | 4,162.4 ₹80,750.56 |
| 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) | 0.75 | cum | 9,186.73 ₹6,890.05 Lowest | 9,188 ₹6,891 |
| 1.01 | 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 | 5.7 | cum | 658.77 ₹3,754.99 Lowest | 670.2 ₹3,820.14 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
13 Oct 2025, 1:00 pmClosed
Assistant Engineer
O/o Assistant Engineer LID EW section T V Puram
Annual plan, Pro.No 46/25 Uzhunnatharil Chillackal Road Tarring in T V Puram GP
2025_LSGD_804482_1
20/AE/TVPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
T.V Puram GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,356
Yes
29 Nov 2025
3 Oct 2025
14 Oct 2025
3 Oct 2025
13 Oct 2025
3 Oct 2025
3 Oct 2025 - 13 Oct 2025
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