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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAccepted-AOC | ₹7.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.4 Cr+₹11.0 L (1.51%)Rejected-AOC | ₹7.4 Cr+₹11.0 L (1.51%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ANIL KUMAR V L L1 | REJI ABRAHAM L2 |
|---|---|---|---|---|---|
| 1.00Appendix_A Costruction 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) | 663.89 | cum | 68.34 ₹45,370.17 Lowest | 69.37 ₹46,053.98 |
| 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. | 215.67 | cum | 7,931.16 ₹17,10,521.21 Lowest | 8,050.61 ₹17,36,283.11 |
| 1.00 | 2.4.2.A: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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br> | 303.2 | cum | 838.96 ₹2,54,372.67 Lowest | 851.59 ₹2,58,202.09 |
| 1.00 | OD31936/2025-2026:Dry stone masonry work for foundation & substructure complete as per drawing and Technical Specifications | 1,879.53 | cum | 4,473.48 ₹84,08,035.39 Lowest | 4,540.85 ₹85,34,659.26 |
| 1.00 | OD69590/2025-2026:DR work for foundation and retaining wall using department stone | 275.6 | cum | 1,934.64 ₹5,33,186.78 Lowest | 1,963.78 ₹5,41,217.77 |
| 1.01 | OD31935/2025-2026:Stone masonry - Random Rubble Masonry (coursed/uncoursed) work in cement mortar 1:6 for substructure complete as per drawing and Technical Specifications | 30.5 | cum | 6,654.55 ₹2,02,963.78 Lowest | 6,754.78 ₹2,06,020.79 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 159.28 | cum | 9,187.56 ₹14,63,412.93 Lowest | 9,325.93 ₹14,85,452.78 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 10.11 | MT | 1,08,968.14 ₹11,01,340.99 Lowest | 1,10,609.26 ₹11,17,927.79 |
| 1.01 | OD31934/2025-2026:Providing and fixing guard post: Providing and fixing guard post of size 200mmx200mm, 800mm , 800mm above rtaining wall top belt, casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars with development length tied into the reinforcement of belt over retaining walland 6mm dia stirrups @ 100mm c/c, firmly fixed in position including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide. | 505 | no | 1,213.33 ₹6,12,731.65 Lowest | 1,231.61 ₹6,21,963.05 |
Tender Value
₹6.7 Cr
EMD Value
₹2 L
Closing Date
25 Feb 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle
Superintending Engineer, PWD Roads South Circle
GENERAL Sabarimala Festival 2025 26 Improvements by providing BM BC to Madurappa Vayakkal Road 0000 to 4935 in Punalur LAC Work General Civil Work
2026_PWD_837431_1
PWD/RB/TR/6838/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
210 days
Kollam
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
16 Sept 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix_A Costruction of Retaining wall | |||||
| 1.001 | 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) | 663.89 | cum | - | - |
| 1.002 | 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. | 215.67 | cum | - | - |
| 1.003 | 2.4.2.A: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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br> | 303.2 | cum | - | - |
| 1.004 | OD31936/2025-2026:Dry stone masonry work for foundation & substructure complete as per drawing and Technical Specifications | 1,879.53 | cum | - | - |
| 1.005 | OD69590/2025-2026:DR work for foundation and retaining wall using department stone | 275.6 | cum | - | - |
| 1.006 | OD31935/2025-2026:Stone masonry - Random Rubble Masonry (coursed/uncoursed) work in cement mortar 1:6 for substructure complete as per drawing and Technical Specifications | 30.5 | cum | - | - |
| 1.007 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 159.28 | cum | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 10.11 | MT | - | - |
| 1.009 | OD31934/2025-2026:Providing and fixing guard post: Providing and fixing guard post of size 200mmx200mm, 800mm , 800mm above rtaining wall top belt, casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars with development length tied into the reinforcement of belt over retaining walland 6mm dia stirrups @ 100mm c/c, firmly fixed in position including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide. | 505 | no | - | - |
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