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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹93.8 L+₹2.4 L (2.60%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹95.2 L+₹3.8 L (4.14%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹99.3 L+₹7.8 L (8.55%)Admitted-Fee/PreQual/Technical/Finance CHANDRAVILASAM PANACHIKKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.0 Cr+₹9.1 L (9.90%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Muhammed L6 | ALBERT CHERIAN L1 | NISHAD EM L3 | MOHANAN.N.V L2 | Suresh L4 | Eldho Varghese L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Reactive maintenance (Initial rectification work ) | |||||||||
| 1.00 | OD4830/2026-2027:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a
frequency of 7 days throughout the agreement period of the Running Contract as directed by the
Departmental Officer at site. | 183.6 | km | 57.23 ₹10,507.43 | 50 ₹9,180 | 54.61 ₹10,026.4 | 45 ₹8,262 Lowest | 50 ₹9,180 | 52.97 ₹9,725.29 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 18.19 | cum | 2,681.54 ₹48,771.85 | 2,100 ₹38,194.8 Lowest | 2,300 ₹41,832.4 | 2,350 ₹42,741.8 | 2,550 ₹46,379.4 | 2,481.96 ₹45,141.89 |
| 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. | 18.19 | cum | 6,849.07 ₹1,24,570.89 | 5,500 ₹1,00,034 Lowest | 6,000 ₹1,09,128 | 5,650 ₹1,02,762.2 | 6,300 ₹1,14,584.4 | 6,162.9 ₹1,12,090.83 |
| 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. | 5,246.6 | sqm | 20.31 ₹1,06,558.45 | 17 ₹89,192.2 | 18 ₹94,438.8 | 16 ₹83,945.6 Lowest | 18 ₹94,438.8 | 18.27 ₹95,855.38 |
| 1.00 | 10.5.1b: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 from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 2,484.8 | sqm | 645.82 ₹16,04,733.54 | 500 ₹12,42,400 | 500 ₹12,42,400 | 464.16 ₹11,53,344.77 Lowest | 610 ₹15,15,728 | 597.75 ₹14,85,289.2 |
| 1.01 | OD4829/2026-2027: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. | 5,246.6 | sqm | 377.02 ₹19,78,073.13 | 300 ₹15,73,980 Lowest | 330 ₹17,31,378 | 314 ₹16,47,432.4 | 345 ₹18,10,077 | 339.25 ₹17,79,909.05 |
| 1.01 | OD4828/2026-2027:Removing the old existing vinyl sticker on the display board in running contract and replacing the new vinyl sticker including lettering and symbols etc | 5.86 | sqm | 1,107.64 ₹6,486.34 | 1,000 ₹5,856 | 1,056.91 ₹6,189.26 | 900 ₹5,270.4 Lowest | 1,050 ₹6,148.8 | 1,025.2 ₹6,003.57 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 30 | cum | 9,292.94 ₹2,78,788.2 | 7,750 ₹2,32,500 Lowest | 8,000 ₹2,40,000 | 8,100 ₹2,43,000 | 8,400 ₹2,52,000 | 8,601.29 ₹2,58,038.7 |
| 1.01 | 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 | 525 | sqm | 6.46 ₹3,391.5 | 5 ₹2,625 Lowest | 6 ₹3,150 | 13 ₹6,825 | 5 ₹2,625 Lowest | 5.98 ₹3,139.5 |
Tender Value
₹1.0 Cr
EMD Value
₹50,000
Closing Date
25 Sept 2026, 4:00 pmClosed
Superintending Engineer, Roads Central Circle
Office of the Superintending Engineer, Roads Central Circle,Aluva
1 Year Running Contract work
2026_PWD_870304_1
PWD/RB/TR/5883/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Puthencruz
Please refer Tender documents.
10 documents required · 10 mandatory
₹6,508
Yes
₹50,000
Yes
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
16 Sept 2026 - 25 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reactive maintenance (Initial rectification work ) | |||||
| 1.001 | OD4830/2026-2027:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a
frequency of 7 days throughout the agreement period of the Running Contract as directed by the
Departmental Officer at site. | 183.6 | km | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 18.19 | cum | - | - |
| 1.003 | 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. | 18.19 | cum | - | - |
| 1.004 | 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. | 5,246.6 | sqm | - | - |
| 1.005 | 10.5.1b: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 from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 2,484.8 | sqm | - | - |
| 1.006 | OD4829/2026-2027: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. | 5,246.6 | sqm | - | - |
| 1.007 | OD4828/2026-2027:Removing the old existing vinyl sticker on the display board in running contract and replacing the new vinyl sticker including lettering and symbols etc | 5.86 | sqm | - | - |
| 1.008 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 30 | cum | - | - |
| 1.009 | 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 | 525 | sqm | - | - |
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