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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY ASHRAF E K |
| 2 | L2₹14.6 L+₹1.3 L (9.45%)Rejected-AOC KOCHU KAROTTU ANICADU P O | KERALA | ₹14.6 L+₹1.3 L (9.45%) | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY ASHRAF E K |
| 3 | Rejected-Technical | - | - | Rejected-Technical rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | Benny Mathew L2 | Reji Philip L4 | HAFFIZ MOHAMMED L3 | ASHRAF E K L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 12 | cum | 177.22 ₹2,126.64 | 205.04 ₹2,460.48 | 184 ₹2,208 | 163 ₹1,956 Lowest |
| 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. | 837 | sqm | 13.84 ₹11,584.08 | 14 ₹11,718 | 15 ₹12,555 | 12.7 ₹10,629.9 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) | 173.4 | cum | 8,265.95 ₹14,33,315.73 | 8,639.04 ₹14,98,009.54 | 8,606 ₹14,92,280.4 | 7,550 ₹13,09,170 Lowest |
| 1.00 | 15.2.1:Maintenance of Earthen shoulder (filling with fresh selected soil) <br> Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 115.6 | sqm | 115.34 ₹13,333.3 | 129.61 ₹14,982.92 | 119 ₹13,756.4 | 106 ₹12,253.6 Lowest |
| 1.00 | OD503825/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost ,conveyance and labour | 1 | each | 2,390.4 ₹2,390.4 Lowest | 2,765.71 ₹2,765.71 | 2,450 ₹2,450 | 2,500 ₹2,500 |
Tender Value
₹16.9 L
EMD Value
₹42,310
Closing Date
1 Jun 2026, 5:00 pmClosed
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan-IDK-DP-2025-26 PERUVANTHANAM G P- CHERUVALLIKULAM- PURAKAYAM ROAD-1305/26-General Civil Work
2026_LSGD_852378_1
02/T/AEE/LIDEW/IDK/2026-2027
Open Tender
Civil Works - Others
Item Rate
180 days
PERUVANTHANAM G P
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,310
Yes
17 Aug 2026
22 May 2026
3 Jun 2026
22 May 2026
1 Jun 2026
22 May 2026
22 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 15.2.1:Maintenance of Earthen shoulder (filling with fresh selected soil) <br> Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1 | sqm | - | - |
| 1.005 | OD503825/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost ,conveyance and labour | - | each | - | - |
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