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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹43.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹52.3 L+₹8.6 L (19.6%)Admitted-Fee/PreQual/Technical/Finance | ₹52.3 L+₹8.6 L (19.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ramakrishnan L2 | T.T.THOMASKUTTY L1 |
|---|---|---|---|---|---|
| 1.00Appendix A Pro-Active Maintenance | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 30 | cum | 2,758.3 ₹82,749 | 2,300 ₹69,000 Lowest |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 30 | cum | 6,849.07 ₹2,05,472.1 | 5,800 ₹1,74,000 Lowest |
| 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 | 10.5 | cum | 3,875.11 ₹40,688.66 | 3,250 ₹34,125 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. | 40 | cum | 3,940.54 ₹1,57,621.6 | 3,300 ₹1,32,000 Lowest |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 10.5 | sqm | 104.66 ₹1,098.93 | 95 ₹997.5 Lowest |
| 1.01 | 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. | 8,684 | sqm | 20.31 ₹1,76,372.04 | 16 ₹1,38,944 Lowest |
| 1.01 | OD15869/2026-2027:Mix seal surfacing- Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm(Type A) or 13.2 to 0.9mm (Type B). aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100KN capacity and finishing to required level and grade | 8,684 | sqm | 377.02 ₹32,74,041.68 | 315 ₹27,35,460 Lowest |
| 1.01 | 10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material | 250 | sqm | 664.32 ₹1,66,080 | 560 ₹1,40,000 Lowest |
| 1.01 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 2,400 | sqm | 33.13 ₹79,512 | 30 ₹72,000 Lowest |
Tender Value
₹48.5 L
EMD Value
₹50,000
Closing Date
11 Sept 2026, 3:00 pmClosed
Executive Engineer
O/o The Executive Engineer,PWD Roads Maintenance Division ,Alappuzha(Cherthala Rest house compound)
GENERAL-Routine Maintenance 2026-27- RC1-Cluster 1-One year running contract for various PWD Roads under roads section Thiruvalla zone in Pathanamthitta district- 9 road stretches for a total length of 10.96 kmGeneral Civil Work
2026_PWD_867022_1
PWD/RM/TR/6107/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Thiruvalla
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Pro-Active Maintenance | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.002 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD15869/2026-2027:Mix seal surfacing- Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm(Type A) or 13.2 to 0.9mm (Type B). aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100KN capacity and finishing to required level and grade | - | sqm | - | - |
| 1.008 | 10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material | - | sqm | - | - |
| 1.009 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | - | sqm | - | - |
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