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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹10.7 L+₹1.0 L (10.8%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹11.0 L+₹1.4 L (14.4%)Rejected-Finance | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | S Unnikrishnan L2 | Aravind U L3 | TOJU JOSEPH L1 |
|---|---|---|---|---|---|---|
| 1.00road work | ||||||
| 1.00 | OD524007/2025-2026:Surface dressing of the ground including removing's vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m. | 333.79 | sqm | 34.52 ₹11,522.53 | 35.62 ₹11,889.71 | 31.13 ₹10,390.98 Lowest |
| 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) | 41.15 | cum | 9,267.27 ₹3,81,375.96 | 9,563.75 ₹3,93,577 | 8,358.72 ₹3,43,986.4 Lowest |
| 2.00Drainage | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 54.87 | cum | 912.63 ₹50,076.01 | 941.83 ₹51,678.21 | 823.16 ₹45,166.79 Lowest |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 5.14 | cum | 8,722.32 ₹44,867.61 | 9,001.36 ₹46,303 | 7,867.28 ₹40,469.29 Lowest |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 33.61 | cum | 8,524.16 ₹2,86,479.97 | 8,796.86 ₹2,95,644.87 | 7,688.46 ₹2,58,393.76 Lowest |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.78 | tonne | 97,236.54 ₹2,70,512.05 | 1,00,347.31 ₹2,79,166.22 | 87,782.21 ₹2,44,210.11 Lowest |
| 2.00 | 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) | 2.06 | cum | 8,901.94 ₹18,320.19 | 9,186.73 ₹18,906.29 | 8,029.2 ₹16,524.09 Lowest |
| 3.00name board | ||||||
Tender Value
₹11.0 L
EMD Value
₹27,536
Closing Date
15 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER LID and EW Division Kottayam
LAC-ADS-2023-24 MANI C KAPPAN MLA Pala Constituency 26524-Construction of Kollithadam Ambalathara S C Colony Road in ward 11 of Karoor G P General Civil Work
2026_LSGD_854730_13
1/2026-27/EE/LIDEW
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,536
Yes
13 Jul 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road work | |||||
| 1.001 | OD524007/2025-2026:Surface dressing of the ground including removing's vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m. | 0.2 | sqm | - | - |
| 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) | 1 | cum | - | - |
| 2Drainage | |||||
| 2.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 2.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 2.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 2.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 2.005 | 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) | 1 | cum | - | - |
| 3name board | |||||
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