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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | ₹18.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.3 LRejected-AOC | ₹19.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SREELESH. V.V. L2 | Aneesh Kumar B L1 |
|---|---|---|---|---|---|
| 1.00Construction of Retaining Wall | |||||
| 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) | 163.05 | cum | 67.16 ₹10,950.44 | 65.93 ₹10,749.89 |
| 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. | 59.4 | cum | 7,549.4 ₹4.5 L | 7,412.14 ₹4.4 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 151.14 | cum | 8,737.73 ₹13.2 L | 8,578.86 ₹13.0 L |
| 1.00 | OD6080/2025-2026:Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with PVC pipe 110 mm outer dia. 4kgf/cm2, extending through the full width of the structure with slope of 1V : 20H towards drawing force. Complete as per drawing and Technical Specifications | 108 | metre | 260.65 ₹28,150.20 | 255.92 ₹27,639.36 |
| 1.00 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 15.48 | sqm | 151.61 ₹2,346.92 | 148.86 ₹2,304.35 |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 6.75 | cum | 2,964.69 ₹20,011.66 | 2,910.78 ₹19,647.77 |
| 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. | 90 | cum | 101.24 ₹9,111.60 | 99.4 ₹8,946 |
| 1.01 | 55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete. | 16 | no | 103.19 ₹1,651.04 | 101.31 ₹1,620.96 |
| 1.01 | 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) | 9.5 | cum | 9,125.35 ₹86,690.83 | 8,959.5 ₹85,115.25 |
Updated dates
Tender Value
₹17.5 L
EMD Value
₹43,817
Closing Date
7 Mar 2026, 11:00 amClosed
Executive Engineer, Buildings Division, Kannur
o/o Executive Engineer, Buildings Division, Kannur
GENERAL-Urgent Retaining Wall Construction at Chala Padinharekkara Attadappa Road at Manayathmoola Ch. 1/400 RHS-Civil work-General Civil Work
2026_PWD_840624_1
PWD/RB/18197/2025-2026
Open Tender
Civil Works - Roads
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹43,817
Yes
20 May 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
Construction of Retaining Wall
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)
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD6080/2025-2026:Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with PVC pipe 110 mm outer dia. 4kgf/cm2, extending through the full width of the structure with slope of 1V : 20H towards drawing force. Complete as per drawing and Technical Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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.
55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete.
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)
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