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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.4 LAccepted-Finance | ₹16.4 L | 1 | Accepted-Finance VALID |
| Sl No | Description | Qty | Unit | Pratheesh george L1 |
|---|---|---|---|---|
| 1.00Road Formation | ||||
| 1.00 | 3.6: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 within all lifts and lead upto 1000m | 44.6 | cum | 49 ₹2,185.4 Lowest |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 94.28 | cum | 3,200 ₹3,01,680 Lowest |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 94.28 | cum | 6,700 ₹6,31,642.5 Lowest |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 72.85 | cum | 8,100 ₹5,90,085 Lowest |
| 1.00 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 44.6 | cum | 92 ₹4,103.2 Lowest |
| 2.00Side protection | ||||
| 2.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 4.86 | cum | 61 ₹296.46 Lowest |
| 2.00 | OD148296/2025-2026:Dry rubble masonry with good quality blasted rubble including packing to compactness to lines and levels cost conveyance of all materials labour charges etc complete as per departmental officers at site | 14.31 | cum | 3,550 ₹50,800.5 Lowest |
| 2.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 2.29 | cum | 88,500 ₹2,03,107.5 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,239
Closing Date
16 Feb 2026, 11:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION WAYANAD
GENERAL-MLA ADF 2025-26 Mananthavady constitution Vellamunda A K K road concrete - MLA ADF 2025-26 Mananthavady constitution Vellamunda A K K road concrete-General Civil Work
2026_PWD_827787_2
PWD/RB/TR/16906/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
WAYANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,239
Yes
11 Sept 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Formation | |||||
| 1.001 | 3.6: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 within all lifts and lead upto 1000m | 44.6 | cum | - | - |
| 1.002 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 94.28 | cum | - | - |
| 1.003 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 94.28 | cum | - | - |
| 1.004 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 72.85 | cum | - | - |
| 1.005 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 44.6 | cum | - | - |
| 2Side protection | |||||
| 2.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 4.86 | cum | - | - |
| 2.002 | OD148296/2025-2026:Dry rubble masonry with good quality blasted rubble including packing to compactness to lines and levels cost conveyance of all materials labour charges etc complete as per departmental officers at site | 14.31 | cum | - | - |
| 2.003 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 2.3 | cum | - | - |
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