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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹17.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹18.0 L+₹25,831.98 (1.45%)Admitted-Fee/PreQual/Technical/Finance | ₹18.0 L+₹25,831.98 (1.45%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.1 L+₹32,183.86 (1.81%)Admitted-Fee/PreQual/Technical/Finance | ₹18.1 L+₹32,183.86 (1.81%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹19.5 L+₹1.7 L (9.64%)Admitted-Fee/PreQual/Technical/Finance | ₹19.5 L+₹1.7 L (9.64%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹19.7 L+₹1.9 L (10.7%)Admitted-Fee/PreQual/Technical/Finance | ₹19.7 L+₹1.9 L (10.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Baby Varghese L1 | Abhijith Surendran L3 | ANIMON G K L4 | Prince Thomas L5 | Thankappan.G L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix.A-Construction 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) | 74.25 | cum | 54.77 ₹4,066.67 Lowest | 55.56 ₹4,125.33 | 60.05 ₹4,458.71 | 60.61 ₹4,500.29 | 55.56 ₹4,125.33 |
| 1.00 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 36.9 | cum | 4,455.21 ₹1,64,397.25 Lowest | 4,519.92 ₹1,66,785.05 | 4,884.6 ₹1,80,241.74 | 4,600 ₹1,69,740 | 4,519.93 ₹1,66,785.42 |
| 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. | 18.15 | cum | 6,356.36 ₹1,15,367.93 Lowest | 6,448.64 ₹1,17,042.82 | 6,968.99 ₹1,26,487.17 | 7,420 ₹1,34,673 | 6,448.69 ₹1,17,043.72 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 76.65 | cum | 7,363.29 ₹5,64,396.18 Lowest | 7,470.25 ₹5,72,594.66 | 8,072.96 ₹6,18,792.38 | 8,200 ₹6,28,530 | 7,470.25 ₹5,72,594.66 |
| 1.00 | OD87388/2026-2027:Supplying and fixing of PVC pipe 75mm dia. 6kgf/cm2 as weep holes in retaining wall etc. complete. | 31 | metre | 166.61 ₹5,164.91 Lowest | 169.03 ₹5,239.93 | 182.67 ₹5,662.77 | 184.4 ₹5,716.4 | 169.03 ₹5,239.93 |
| 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 | 28.57 | cum | 7,999.15 ₹2,28,575.71 Lowest | 8,115.2 ₹2,31,891.84 | 8,770.11 ₹2,50,605.89 | 8,900 ₹2,54,317.5 | 8,115.35 ₹2,31,896.13 |
| 1.01 | OD40665/2026-2027:Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 0.75 | cum | 7,665.52 ₹5,749.14 Lowest | 7,776.87 ₹5,832.65 | 8,404.32 ₹6,303.24 | 8,500 ₹6,375 | 7,776.87 ₹5,832.65 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 3.62 | MT | 87,331.57 ₹3,16,140.28 Lowest | 88,600 ₹3,20,732 | 95,748.59 ₹3,46,609.9 | 96,654.73 ₹3,49,890.12 | 88,600.17 ₹3,20,732.62 |
| 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 | 10.5 | cum | 3,118.06 ₹32,739.63 Lowest | 3,763.35 ₹39,515.18 | 3,418.58 ₹35,895.09 | 3,450.93 ₹36,234.77 | 3,163.35 ₹33,215.18 |
Tender Value
₹20.5 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 3:00 pmClosed
The Executive Engineer
The Executive Engineer PWD Roads Division kollam
SLTF FDR 2026-27 Reconstruction of C o l l a p s e d R e t a i n i n g w a l l n e a r Kalluvettamkuzhi jn in TS Road SH 2 CH 58 400 LHS General Civil Work
2026_PWD_862633_1
18/EE/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
15 Sept 2026
27 Jul 2026
6 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix.A-Construction 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) | - | cum | - | - |
| 1.002 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 1 | 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. | 1 | cum | - | - |
| 1.004 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.005 | OD87388/2026-2027:Supplying and fixing of PVC pipe 75mm dia. 6kgf/cm2 as weep holes in retaining wall etc. complete. | - | metre | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | OD40665/2026-2027:Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | - | cum | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.009 | 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 | - | cum | - | - |
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