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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹2.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.7 Cr+₹5.7 L (2.13%)Rejected-Finance | ₹2.7 Cr+₹5.7 L (2.13%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 Cr+₹16.6 L (6.16%)Rejected-Finance | ₹2.9 Cr+₹16.6 L (6.16%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ANJANA CONSTRUCTIONS L3 | MOOSSA M L2 | MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 24 | cum | 2,400 ₹57,600 Lowest | 2,503 ₹60,072 | 2,420.74 ₹58,097.76 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 25.2 | cum | 2,600 ₹65,520 | 2,588 ₹65,217.6 | 2,503.42 ₹63,086.18 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. | 24 | cum | 5,200 ₹1,24,800 Lowest | 5,589 ₹1,34,136 | 5,404.25 ₹1,29,702 |
| 1.00 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 25.2 | cum | 11,000 ₹2,77,200 Lowest | 12,584 ₹3,17,116.8 | 12,171.37 ₹3,06,718.52 |
| 1.00 | 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 | 1,600 | sqm | 7 ₹11,200 | 6.3 ₹10,080 | 6.1 ₹9,760 Lowest |
| 1.01 | 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 | 601.5 | cum | 3,300 ₹19,84,950 Lowest | 3,526 ₹21,20,889 | 3,410.8 ₹20,51,596.2 |
| 1.01 | 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. | 240 | cum | 3,400 ₹8,16,000 Lowest | 3,590 ₹8,61,600 | 3,472.58 ₹8,33,419.2 |
| 1.01 | 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. | 1,600 | sqm | 69 ₹1,10,400 | 67.87 ₹1,08,592 | 65.64 ₹1,05,024 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. | 34,700 | sqm | 13 ₹4,51,100 | 13.11 ₹4,54,917 | 12.68 ₹4,39,996 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹1 L
Closing Date
16 Mar 2026, 2:00 pmClosed
Office of the Superintending Engineer, PWD Roads ,
Office of the Superintending Engineer, PWD Roads North circle Kozhikode
GENERAL City Road Improvements Pottammal Palazhi Puthoormadam road BM and BC to Pottammal Palazhi Puthurmadam road bet ch 0/000 and 3/500 General Civil Work
2026_PWD_842254_2
PWD/RB/TR/6711/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kozhikode
Please refer Tender documents.
8 documents required · 8 mandatory
₹8,270
Yes
₹1 L
Yes
16 Jun 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1 | 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. | - | cum | - | - |
| 1.004 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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