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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.3 L+₹6,548.16 (2.00%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹6,548.16 (2.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.5 L+₹21,492.42 (6.56%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹21,492.42 (6.56%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.5 L+₹26,401.70 (8.06%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹26,401.70 (8.06%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.7 L+₹45,363.75 (13.8%)Admitted-Fee/PreQual/Technical/Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹3.7 L+₹45,363.75 (13.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | steny m joy L4 | V V Manojan L5 | MUNEER M L3 | THAMBAN T L1 | AJITHKUMAR.C L6 | TEENA BABU L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Muthappanarkav Ration Shop Road Concreating | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 149 | sqm | 13.5 ₹2,011.5 | 13 ₹1,937 | 8 ₹1,192 Lowest | 11.71 ₹1,744.79 | 12 ₹1,788 | 10 ₹1,490 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 48.2 | cum | 567 ₹27,331.1 | 545 ₹26,270.64 | 510.62 ₹24,613.42 | 478.92 ₹23,085.38 | 600 ₹28,921.8 | 450 ₹21,691.35 Lowest |
| 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 | 6.3 | cum | 373 ₹2,349.9 | 368 ₹2,318.4 | 292.36 ₹1,841.87 | 323.71 ₹2,039.37 | 80 ₹504 Lowest | 370 ₹2,331 |
| 1.00 | OD533249/2025-2026:DRY RUBBLE MASONRY with hard 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. Modified 75.7.1 | 16.2 | cum | 3,184 ₹51,580.8 Lowest | 5,165 ₹83,673 | 4,899.53 ₹79,372.39 | 4,536.48 ₹73,490.98 | 5,200 ₹84,240 | 3,500 ₹56,700 |
| 1.00 | OD473129/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of
existing road. Construction of granular sub-base with departmental material spreading
inuniform 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. ( Modified 4.11.2) | 7.78 | cum | 1,225 ₹9,530.5 | 180 ₹1,400.4 | 152.24 ₹1,184.43 | 148.98 ₹1,159.06 | 245 ₹1,906.1 | 125 ₹972.5 Lowest |
| 1.01 | 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. | 11.67 | cum | 2,112 ₹24,647.04 | 2,076 ₹24,226.92 | 1,943.15 ₹22,676.56 | 1,823.64 ₹21,281.88 Lowest | 2,200 ₹25,674 | 2,000 ₹23,340 |
| 1.01 | 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) | 29.18 | cum | 8,106 ₹2,36,492.55 | 7,989 ₹2,33,079.08 | 7,477.41 ₹2,18,153.44 | 7,017.66 ₹2,04,740.23 Lowest | 8,500 ₹2,47,987.5 | 7,800 ₹2,27,565 |
Tender Value
₹4.2 L
EMD Value
₹10,499
Closing Date
10 Sept 2026, 11:00 amClosed
Assistant Engineer, LIDEW, Kanhangad Municipality
Assistant Engineer, LIDEW, Kanhangad Municipality
Annual Plan KMC PR NO.624/26- Muthappanarkav Ration Shop Road Concreating
2026_LSGD_866770_28
02/2026/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹930
Yes
₹10,499
Yes
11 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Muthappanarkav Ration Shop Road Concreating | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | - | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | OD533249/2025-2026:DRY RUBBLE MASONRY with hard 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. Modified 75.7.1 | 1 | cum | - | - |
| 1.005 | OD473129/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of
existing road. Construction of granular sub-base with departmental material spreading
inuniform 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. ( Modified 4.11.2) | - | cum | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 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 | - | - |
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