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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance THANATHALIL HOUSE THOMMANKUTHU AE LSGD MUTTOM GP | PALAKKAD | KERALA | 678001 | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹15,289.41 (4.22%)Admitted-Fee/PreQual/Technical/Finance KADAMANKAD AVU ROAD WARD 14 | CUDDALORE | TAMIL NADU | 605007 | ₹3.8 L+₹15,289.41 (4.22%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹48,562.56 (13.4%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹48,562.56 (13.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JINU GEORGE L3 | Aani Sivan and Co L1 | SAJU MATHEW L2 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 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 | 13.68 | cum | 300 ₹4,104 Lowest | 327.89 ₹4,485.54 | 335.54 ₹4,590.19 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 13.68 | cum | 7,900 ₹1,08,072 | 6,965.97 ₹95,294.47 Lowest | 7,261.2 ₹99,333.22 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 2.78 | cum | 7,900 ₹21,993.6 | 7,624.49 ₹21,226.58 Lowest | 7,947.63 ₹22,126.2 |
| 1.00 | 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 | 0.22 | tonne | 1,00,000 ₹22,300 | 73,585.23 ₹16,409.51 Lowest | 76,703.85 ₹17,104.96 |
| 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. | 208 | sqm | 40 ₹8,320 | 37.19 ₹7,735.52 Lowest | 38.78 ₹8,066.24 |
| 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) | 31.2 | cum | 7,900 ₹2,46,480 | 6,972.93 ₹2,17,555.42 Lowest | 7,268.45 ₹2,26,775.64 |
Tender Value
₹5.0 L
EMD Value
₹12,434
Closing Date
1 Aug 2026, 6:55 pmClosed
Assistant Engineer, LID andEW Section KODIKULAM GP
Assistant Engineer, LID andEW Section KODIKULAM GP
KODIKULAM GP 2025 26 PHC SUBCENTRE MINI ROAD IRAMPILLY PAARETHU ROAD MINIPADY SAKSHARATHA CENTRE ROAD IRISH IN WARD 13 PROJECT NO 82 2026 27
2026_LSGD_860539_5
01/AE/LID AND EW/KDKLM/2026-27
Open Tender
Civil Works - Roads
Item Rate
KODIKKULAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,100
Yes
₹12,434
Yes
5 Aug 2026
16 Jul 2026
4 Aug 2026
16 Jul 2026
1 Aug 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1 | cum | - | - |
| 1.004 | 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 | - | tonne | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 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) | 1 | cum | - | - |
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