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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.9 L+₹12,699.69 (3.41%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.3 L+₹53,185.92 (14.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.3 L+₹58,623.13 (15.7%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.9 L+₹1.2 L (31.7%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Aneeshkumar T L2 | JINU GEORGE L1 | S Unnikrishnan L5 | Sajith Emmanuel L4 | JOJISH JOSE L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 20.7 | cum | 12.18 ₹252.13 | 11.78 ₹243.85 Lowest | 15.51 ₹321.06 | 13.63 ₹282.14 | 12 ₹248.4 |
| 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) | 20.7 | cum | 7,249.32 ₹1,50,060.92 | 7,010.24 ₹1,45,111.97 Lowest | 9,229.02 ₹1,91,040.71 | 8,113.89 ₹1,67,957.52 | 7,800 ₹1,61,460 |
| 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) | 24.05 | cum | 6,963.54 ₹1,67,459.21 | 6,733.88 ₹1,61,936.35 Lowest | 8,865.19 ₹2,13,190.09 | 7,794.02 ₹1,87,430.59 | 7,800 ₹1,87,574.4 |
| 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 | 4.62 | cum | 713.91 ₹3,298.26 | 690.36 ₹3,189.46 | 908.87 ₹4,198.98 | 799.05 ₹3,691.61 | 280 ₹1,293.6 Lowest |
| 1.00 | OD35289/2026-2027: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 | 13.88 | cum | 3,153.45 ₹43,760.43 | 3,049.44 ₹42,317.08 Lowest | 4,014.61 ₹55,710.74 | 3,529.53 ₹48,979.29 | 3,900 ₹54,120.3 |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 1.24 | cum | 8,647.36 ₹10,748.67 | 8,362.1 ₹10,394.09 | 11,008.85 ₹13,684 | 9,678.66 ₹12,030.57 | 7,800 ₹9,695.4 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.12 | tonne | 76,502 ₹9,486.25 | 73,978.91 ₹9,173.38 Lowest | 97,393.71 ₹12,076.82 | 85,625.72 ₹10,617.59 | 90,000 ₹11,160 |
Tender Value
₹5.1 L
EMD Value
₹12,700
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, S0055/27-Maintenance of Nellappara Nedumpuram Road in Ward 2
2026_LSGD_872789_2
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
₹1,120
Yes
₹12,700
Yes
12 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 <br> (i) Compacting original ground supporting embankment <br> 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. | 20.7 | cum | - | - |
| 1.002 | 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) | 20.7 | cum | - | - |
| 1.003 | 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) | 24.05 | cum | - | - |
| 1.004 | 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 | 4.62 | cum | - | - |
| 1.005 | OD35289/2026-2027: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 | 13.88 | cum | - | - |
| 1.006 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 1.24 | cum | - | - |
| 1.007 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.12 | tonne | - | - |
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