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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAdmitted-Fee/PreQual/Technical/Finance THOTTASSERI HOUSE ALIPPARAMBA POST MALAPPURAM 679357 | MALAPPURAM | MALAPPURAM | KERALA | 679357 | ₹25.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹26.3 L+₹73,003.94 (2.86%)Admitted-Fee/PreQual/Technical/Finance | ₹26.3 L+₹73,003.94 (2.86%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mohammed Rafeeq T. L1 | T K ABDUL MAJEED L2 |
|---|---|---|---|---|---|
| 1.00Appendix A-Reactive Maintenance | |||||
| 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 | 24.38 | cum | 508.91 ₹12,404.68 Lowest | 523.45 ₹12,759.09 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 24 | cum | 51.71 ₹1,241.04 Lowest | 53.19 ₹1,276.56 |
| 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. | 3 | cum | 7,097.75 ₹21,293.25 Lowest | 7,300.54 ₹21,901.62 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 37.5 | cum | 8,213.28 ₹3,07,998 Lowest | 8,447.94 ₹3,16,797.75 |
| 1.00 | 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 | 1.88 | cum | 8,920.28 ₹16,725.53 Lowest | 9,175.14 ₹17,203.39 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.11 | MT | 97,102.2 ₹10,972.55 Lowest | 99,876.55 ₹11,286.05 |
| 2.00Appendix B-Proactive Maintenance | |||||
| 2.00 | OD367489/2025-2026:Filling up pot holes with bituminous ready mix compound (25 kg/bag) and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc complete. Rate arrived for a a bag of 25 kg after applying a tack coat on surface. | 35 | no | 711.96 ₹24,918.6 Lowest | 732.3 ₹25,630.5 |
| 2.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 5 | cum | 3,405.57 ₹17,027.85 Lowest | 3,502.87 ₹17,514.35 |
Tender Value
₹24.3 L
EMD Value
₹50,000
Closing Date
17 Sept 2026, 2:00 pmClosed
Executive Engineer
PWD Road Maintenance Division Palakkad
GENERAL-RM 2026-2027-RC1-Cluster 1- One Year Running contract for various PWD roads under Perinthalmanna Section in Malappuram District 1 number of road stretch for a total length of 3.59 km-General Civil Work
2026_PWD_867018_1
PWD/RM/TR/4976/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Perinthalmanna
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
19 Sept 2026
1 Sept 2026
19 Sept 2026
1 Sept 2026
17 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A-Reactive Maintenance | |||||
| 1.001 | 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 | - | - |
| 1.002 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | 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. | - | 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 | 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 | - | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 2Appendix B-Proactive Maintenance | |||||
| 2.001 | OD367489/2025-2026:Filling up pot holes with bituminous ready mix compound (25 kg/bag) and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc complete. Rate arrived for a a bag of 25 kg after applying a tack coat on surface. | - | no | - | - |
| 2.002 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | - | cum | - | - |
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