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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC NEDUMKANDAM GP | IDUKKI | KERALA | 685501 | ₹3.3 L | L1 | Accepted-AOC agrimentexicuted |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical NADAPURAM GRAMA PANCHAYAT POST KALLACHI 673 506 | KOZHIKODE | KERALA | 673506 | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL VAHID L4 | MINOY MATHEW L1 | HARIKRISHNAN L2 | T V Rajendran L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road concreting | |||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 22.32 | cum | 55 ₹1,227.6 | 45 ₹1,004.4 Lowest | 100 ₹2,232 | 48.48 ₹1,082.07 |
| 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. | 279 | sqm | 16.01 ₹4,466.79 | 13.17 ₹3,674.43 Lowest | 15 ₹4,185 | 14.2 ₹3,961.8 |
| 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) | 41.85 | cum | 9,563.75 ₹4,00,242.94 | 7,870.96 ₹3,29,399.68 Lowest | 8,300 ₹3,47,355 | 8,483.04 ₹3,55,015.22 |
Tender Value
₹4.1 L
EMD Value
₹10,148
Closing Date
2 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION PAMPADUMPARA
CHEMBALAM- KOZHIMALA- VATTAPPARA ROAD
2026_LSGD_838910_17
02/AE/LSGD/LID and EW/PMP/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
NEDUMKANDAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹900
₹10,148
7 Aug 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | 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 | - | - |
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