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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.2 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SHAHUL HAMEED.KA L1 |
|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance(Initial Rectification Work) | ||||
| 1.00 | 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 | 216.36 | cum | 3,935 ₹8,51,376.6 Lowest |
| 1.00 | 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. | 94.5 | cum | 4,000 ₹3,78,000 Lowest |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 745 | sqm | 24 ₹17,880 Lowest |
| 1.00 | OD117546/2025-2026:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average
output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a
bituminous binder(( NRMB)@ 5.4 percent of mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and
alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MORTH specification clause No. 507 complete in all respects For Grading -
I ( 19 mm nominal size ) Laying by Manual Mode | 48.75 | cum | 15,143 ₹7,38,221.25 Lowest |
| 2.00Appendix B: Pre-monsoon Works | ||||
| 2.00 | OD114535/2025-2026:Hiring charges of Hand Machine for cutting wood including fuel, rope and other sundries | 60 | Day | 1,788 ₹1,07,280 Lowest |
| 2.00 | OD114530/2025-2026:Engaging Man mazdoor for assisting wood cutter | 160 | each | 1,234 ₹1,97,440 Lowest |
| 2.00 | OD114537/2025-2026:Engaging wood cutter for removing dangerously overhanging branches of trees | 150 | Day | 1,500 ₹2,25,000 Lowest |
| 2.00 | OD114534/2025-2026:Engaging JCB | 250 | hour | 1,324 ₹3,31,000 Lowest |
Tender Value
₹75.0 L
EMD Value
₹50,000
Closing Date
26 May 2026, 3:00 pmClosed
Executive Engineer
PWD Roads Division, Alappuzha
Retender - GENERAL-RM/ 2025-26 - RC 2Phase 1 / Zone I -One year Running Contract for various P. W.D roads under Road section Alappuzha in Alappuzha district-27 road stretches for a length of 44.476km-General Civil Work
2026_PWD_831957_4
PWD/RB/TR/13821/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Alappuzha
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
21 May 2026
28 May 2026
21 May 2026
26 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Reactive Maintenance(Initial Rectification Work) | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | sqm | - | - |
| 1.004 | OD117546/2025-2026:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average
output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a
bituminous binder(( NRMB)@ 5.4 percent of mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and
alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MORTH specification clause No. 507 complete in all respects For Grading -
I ( 19 mm nominal size ) Laying by Manual Mode | - | cum | - | - |
| 2Appendix B: Pre-monsoon Works | |||||
| 2.001 | OD114535/2025-2026:Hiring charges of Hand Machine for cutting wood including fuel, rope and other sundries | - | Day | - | - |
| 2.002 | OD114530/2025-2026:Engaging Man mazdoor for assisting wood cutter | - | each | - | - |
| 2.003 | OD114537/2025-2026:Engaging wood cutter for removing dangerously overhanging branches of trees | - | Day | - | - |
| 2.004 | OD114534/2025-2026:Engaging JCB | - | hour | - | - |
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