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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.1 LAccepted-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JOY KURIAN L1 | S P thomas L3 | P V BABYCHAN L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix A - Reactive Maintenance | ||||||
| 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. | 3,280 | sqm | 13.66 ₹44,804.8 Lowest | 14.16 ₹46,444.8 | 13.9 ₹45,592 |
| 1.00 | OD185017/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | 3,280 | sqm | 315.79 ₹10,35,791.2 Lowest | 327.19 ₹10,73,183.2 | 321.31 ₹10,53,896.8 |
| 2.00Appendix B - Protective Maintenance | ||||||
| 2.00 | 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. | 14,777.1 | sqm | 13.66 ₹2,01,855.19 Lowest | 14.16 ₹2,09,243.74 | 13.9 ₹2,05,401.69 |
| 2.00 | OD185015/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | 14,777.1 | sqm | 315.79 ₹46,66,460.41 Lowest | 327.19 ₹48,34,919.35 | 321.31 ₹47,48,030 |
| 2.00 | OD185016/2025-2026:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting by ramming to get a compact surface including of cost of material, laying charges, transportation to site etc. complete rate is arrived for a bag of 25 kg | 200 | no | 569.57 ₹1,13,914 Lowest | 590.12 ₹1,18,024 | 579.53 ₹1,15,906 |
| 2.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 40 | sqm | 6.66 ₹266.4 Lowest | 6.9 ₹276 | 6.78 ₹271.2 |
| 2.00 | 2.4.3.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 Dismantling Brick / Tile work - In cement mortar | 7.8 | cum | 866.71 ₹6,760.34 Lowest | 897.98 ₹7,004.24 | 881.87 ₹6,878.59 |
| 2.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 31.44 | cum | 3,120.84 ₹98,119.21 Lowest | 3,233.43 ₹1,01,659.04 | 3,175.4 ₹99,834.58 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
20 May 2026, 5:00 pmClosed
Executive Engineer
Office of Executive engineer, PWD RM Division Ernakulam
GENERAL-GENERAL-Routine Maintenance 2025-26 Angamaly Zone 2-RC1-Zone 2-One year Running Contract for various PWD Roads under Roads Section Angamaly in Ernakulam District,5 road stretches for a total length of 16.55 km-General Civil Work
2026_PWD_850604_1
01/EE/RM/EKM/2026-27
Open Tender
Civil Works - Roads
Item Rate
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
1 Jul 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Reactive Maintenance | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD185017/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | - | sqm | - | - |
| 2Appendix B - Protective Maintenance | |||||
| 2.001 | 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 | - | - |
| 2.002 | OD185015/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | - | sqm | - | - |
| 2.003 | OD185016/2025-2026:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting by ramming to get a compact surface including of cost of material, laying charges, transportation to site etc. complete rate is arrived for a bag of 25 kg | - | no | - | - |
| 2.004 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - |
| 2.005 | 2.4.3.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 Dismantling Brick / Tile work - In cement mortar | 1 | cum | - | - |
| 2.006 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | - | cum | - | - |
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