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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹12,861.96 (2.59%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.7 L+₹77,445.83 (15.6%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.3 L+₹1.3 L (26.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Aneeshkumar T L1 | JINU GEORGE L2 | S Unnikrishnan L4 | Sajith Emmanuel L3 |
|---|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 6.75 | cum | 11.8 ₹79.65 Lowest | 12.1 ₹81.68 | 14.93 ₹100.78 | 13.63 ₹92 |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 33 | sqm | 37.45 ₹1,235.85 Lowest | 38.42 ₹1,267.86 | 47.4 ₹1,564.2 | 43.29 ₹1,428.57 |
| 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) | 4.95 | cum | 7,019.79 ₹34,747.96 Lowest | 7,201.5 ₹35,647.43 | 8,884.72 ₹43,979.36 | 8,113.89 ₹40,163.76 |
| 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) | 43.2 | cum | 6,743.06 ₹2,91,300.19 Lowest | 6,917.6 ₹2,98,840.32 | 8,534.47 ₹3,68,689.1 | 7,794.02 ₹3,36,701.66 |
| 2.00MAINTENANCE | |||||||
| 2.00 | 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 | 15 | cum | 324.06 ₹4,860.9 Lowest | 332.45 ₹4,986.75 | 410.15 ₹6,152.25 | 374.57 ₹5,618.55 |
| 2.00 | OD215744/2026-2027: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 | 43.35 | cum | 3,053.6 ₹1,32,373.56 Lowest | 3,132.64 ₹1,35,799.94 | 3,864.84 ₹1,67,540.81 | 3,529.53 ₹1,53,005.13 |
| 2.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.25 | cum | 6,983.64 ₹15,713.19 Lowest | 7,164.41 ₹16,119.92 | 8,838.96 ₹19,887.66 | 8,072.09 ₹18,162.2 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 73,720.99 ₹16,587.22 Lowest | 75,629.24 ₹17,016.58 | 93,306.26 ₹20,993.91 | 85,211.01 ₹19,172.48 |
Tender Value
₹6.8 L
EMD Value
₹16,924
Closing Date
7 Oct 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID EW Section , Ramapuram Grama Panchayat
Annual Plan-Ramapuram GP 2026-27, S0071/27-Maintenance of Gandhipuram Kaithamalachalil Road in Ward 10
2026_LSGD_872789_6
ET1-IR/AE/LIDEW/RMPM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Ramapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,924
Yes
13 Oct 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
7 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 6.75 | cum | - | - |
| 1.002 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 33 | sqm | - | - |
| 1.003 | 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) | 4.95 | cum | - | - |
| 1.004 | 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) | 43.2 | cum | - | - |
| 2MAINTENANCE | |||||
| 2.001 | 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 | 15 | cum | - | - |
| 2.002 | OD215744/2026-2027: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 | 43.35 | cum | - | - |
| 2.003 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.25 | cum | - | - |
| 2.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | - | - |
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