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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC ERINJAD GRAMA PANCHAYATH | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.1 L+₹1,992.51 (0.39%)Rejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.4 L+₹23,777.25 (4.64%)Rejected-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Ranjith T L1 | M/S SAJEEVAN P A L2 | AKHIL K M L3 |
|---|---|---|---|---|---|---|
| 1.00tiling | ||||||
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 32.32 | cum | 561.56 ₹18,149.62 | 545.61 ₹17,634.12 Lowest | 587.65 ₹18,992.85 |
| 1.00 | OD37144/2025-2026:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spreading in layer, levelling up top at site and consolidation by ramming etc. complete. | 32.32 | cum | 818.2 ₹26,444.22 Lowest | 828.15 ₹26,765.81 | 856.2 ₹27,672.38 |
| 1.00 | 4.11.2: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. (ii) Using Gravel mix soil. | 30.3 | cum | 2,144.99 ₹64,993.2 Lowest | 2,171.08 ₹65,783.72 | 2,244.61 ₹68,011.68 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 29.7 | cum | 381.23 ₹11,322.53 Lowest | 385.87 ₹11,460.34 | 398.94 ₹11,848.52 |
| 1.00 | OD37181/2025-2026: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. ( Modified Data 60.7.1 | 79.42 | cum | 3,676.86 ₹2,92,034.61 | 3,386.01 ₹2,68,933.84 Lowest | 3,847.62 ₹3,05,597.22 |
| 1.01 | OD37180/2025-2026:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> III. Random rubble masonry <br>(iii) In cement mortar (1:5) (without through stone) | 13.5 | cum | 7,335.42 ₹99,028.17 Lowest | 9,139.78 ₹1,23,387.03 | 7,676.07 ₹1,03,626.95 |
Tender Value
₹5.9 L
EMD Value
₹14,823
Closing Date
29 Jul 2025, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LIDandEW Section , Eriyad Grama Panchayat
2025-26 Eriyad GP Construction of Padanna moonnupeedika link road ward 15 Pro no122/25
2025_LSGD_778073_12
1/AE/LSGD/ERD/2025-26
Open Tender
Civil Works - Roads
Item Rate
Eriyad Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,823
Yes
23 Aug 2025
21 Jul 2025
31 Jul 2025
21 Jul 2025
29 Jul 2025
21 Jul 2025
Amount
tiling
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD37144/2025-2026:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spreading in layer, levelling up top at site and consolidation by ramming etc. complete.
4.11.2: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. (ii) Using Gravel mix soil.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD37181/2025-2026: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. ( Modified Data 60.7.1
OD37180/2025-2026:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> III. Random rubble masonry <br>(iii) In cement mortar (1:5) (without through stone)
M/S SAJEEVAN P A (BID ID -2265007)
AKHIL K M (BID ID -2265291)
Bidder Name
M/S SAJEEVAN P A
Ranjith T
AKHIL K M
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