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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC | L1 | Accepted-AOC VALID BID |
| Sl No | Description | Qty | Unit | SHAJI V J L1 |
|---|---|---|---|---|
| 1.00ROAD WORK | ||||
| 1.00 | 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) | 42 | cum | 56.72 ₹2,382.24 Lowest |
| 1.00 | OD201987/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site
(drived from OD irrigation spe no 60.7.1) | 106.5 | cum | 3,607.19 ₹3,84,165.74 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 | 47.25 | cum | 3,124.19 ₹1,47,617.98 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. | 45 | cum | 6,375.81 ₹2,86,911.45 Lowest |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.38 | MT | 87,298.02 ₹32,736.76 Lowest |
| 1.01 | 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 | 7.5 | cum | 8,015.03 ₹60,112.73 Lowest |
| 1.01 | 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. | 38 | cum | 85.51 ₹3,249.38 Lowest |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 30 | cum | 7,647.64 ₹2,29,429.2 Lowest |
| 1.01 | OD163375/2025-2026:Providing and laying reinforced cement concrete pipe NP4 for culverts Including excavation,
backfilling, excluding concrete and masonry works in head walls and parapets as per Clause
1106.
(C)300 mm dia | 6 | metre | 2,623.69 ₹15,742.14 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
28 Jan 2026, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
O/O AEE,PWD ROADS SUBDIVISION SULTHAN BATHERY
MLA -ADF -2024-25 5Koilomkunnu Nochamvayal Road in Sulthan Bathery costituency- Road concrete and Side Protection Wall
2025_PWD_822081_2
PWD/RB/12946/2025-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
SULTHAN BATHERY
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,770
Yes
18 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
ROAD WORK
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)
OD201987/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (drived from OD irrigation spe no 60.7.1)
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
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.
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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
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.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
OD163375/2025-2026:Providing and laying reinforced cement concrete pipe NP4 for culverts Including excavation, backfilling, excluding concrete and masonry works in head walls and parapets as per Clause 1106. (C)300 mm dia
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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