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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC Accepted. |
| 2 | L2₹8.6 L+₹9,199.98 (1.09%)Rejected-AOC | ₹8.6 L+₹9,199.98 (1.09%) | L2 | Rejected-AOC Higher rate. Hence rejected. |
| Sl No | Description | Qty | Unit | SHAJI JOSEPH L2 | Vargheese Francis L1 |
|---|---|---|---|---|---|
| 1.00Appendix A- Culvert works | |||||
| 1.00 | 2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means | 1.88 | cum | 1,413 ₹2,662.09 | 1,398.66 ₹2,635.08 Lowest |
| 1.00 | 2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry | 2.68 | cum | 577 ₹1,544.05 | 570.62 ₹1,526.98 Lowest |
| 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) | 74.88 | cum | 70 ₹5,241.6 | 69.39 ₹5,195.92 Lowest |
| 1.00 | OD104846/2025-2026:Dry rubble masonry using department rubble. | 1.62 | cum | 2,038.5 ₹3,302.37 | 2,018.28 ₹3,269.61 Lowest |
| 1.00 | OD104848/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness to lines and levels, cost conveyance etc complete | 7.02 | cum | 4,617 ₹32,411.34 | 4,572.08 ₹32,096 Lowest |
| 1.01 | 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 | 10.53 | cum | 3,990 ₹42,014.7 | 3,950.6 ₹41,599.82 Lowest |
| 1.01 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 9.36 | cum | 4,058 ₹37,982.88 | 4,017.31 ₹37,602.02 Lowest |
| 1.01 | OD331197/2025-2026:Providing and laying pre cast culvert units with M30 grade design mix approved by Engineer
including loading,transporting,unloading,placing in position with the line and level over 50mm
thick sand bed jointing with 1:3 cement mortar ,The rate includes all
shuttering,fabrication,lifting,transporting and placing the pre cast culvert units in position with
the suitable equipment, labour charges etc. Only Reinforcement shall be paid separately. | 20.76 | cum | 16,445 ₹3,41,447.54 | 16,282.12 ₹3,38,065.66 Lowest |
| 1.01 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 2.8 | MT | 1,12,299.5 ₹3,14,775.5 | 1,11,186.73 ₹3,11,656.4 Lowest |
Tender Value
₹7.7 L
EMD Value
₹19,278
Closing Date
9 Mar 2026, 11:30 amClosed
Kurian C George
PWD Roads Subdivision Peermade
Reconstruction of Culvert at Vallakkadavu under Kumily Section In Peermade Constituency-RCC Culvert Construction at Ch. 6/400 of Vandiperiyar Gavi Moozhiyar Road
2026_PWD_842260_1
03/AEEP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Ch. 6/400 of Vandiperiyar Gavi Moozhiyar Road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,700
Yes
₹19,278
Yes
4 Jul 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A- Culvert works | |||||
| 1.001 | 2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means | 1 | cum | - | - |
| 1.002 | 2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD104846/2025-2026:Dry rubble masonry using department rubble. | - | cum | - | - |
| 1.005 | OD104848/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness to lines and levels, cost conveyance etc complete | 1 | cum | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1 | cum | - | - |
| 1.008 | OD331197/2025-2026:Providing and laying pre cast culvert units with M30 grade design mix approved by Engineer
including loading,transporting,unloading,placing in position with the line and level over 50mm
thick sand bed jointing with 1:3 cement mortar ,The rate includes all
shuttering,fabrication,lifting,transporting and placing the pre cast culvert units in position with
the suitable equipment, labour charges etc. Only Reinforcement shall be paid separately. | - | cum | - | - |
| 1.009 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 1 | MT | - | - |
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