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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.9 LAccepted-AOC KAKKUR | ₹71.9 L | L1 | Accepted-AOC lowest rate quoted |
| 2 | L2₹79.3 L+₹7.3 L (10.2%)Rejected-AOC | ₹79.3 L+₹7.3 L (10.2%) | L2 | Rejected-AOC 2nd lowest rate quoted |
| Sl No | Description | Qty | Unit | ABDUL SALEEM K P L1 | A ONE Labour Contract and Construction Co Operative Society Ltf L2 |
|---|---|---|---|---|---|
| 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 | 1.25 | cum | 3,310 ₹4,137.5 Lowest | 3,601.21 ₹4,501.51 |
| 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. | 2.62 | cum | 3,370 ₹8,846.25 Lowest | 3,666.44 ₹9,624.41 |
| 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. | 70 | sqm | 97 ₹6,790 Lowest | 105.51 ₹7,385.7 |
| 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. | 70 | sqm | 18 ₹1,260 Lowest | 20.42 ₹1,429.4 |
| 1.00 | OD245777/2025-2026:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification | 70 | 1 sqm | 330 ₹23,100 Lowest | 366.01 ₹25,620.7 |
| 1.01 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 146.25 | sqm | 490 ₹71,662.5 Lowest | 537.28 ₹78,577.2 |
| 1.01 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm | 4 | each | 2,950 ₹11,800 Lowest | 3,215.88 ₹12,863.52 |
| 1.01 | OD245778/2025-2026:Providing and fixing vinyl sticker in existing RC board including lettering and printing | 2.4 | sqm | 1,040 ₹2,496 Lowest | 1,138.3 ₹2,731.92 |
| 1.01 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 8.4 | cum | 60 ₹504 Lowest | 65.88 ₹553.39 |
Tender Value
₹72.9 L
EMD Value
₹50,000
Closing Date
20 Aug 2026, 3:00 pmClosed
Executive Engineer
PWD Road Maintenance Division, Kozhikode
GENERAL-RM - 2025-26 -RC1- One year Running Contract for various PWD roads under Roads Section Narikkuni in Kozhikode District 6 road stretches for a length of 30.33 km-under road maintenance subdivision , kozhikode-General Civil Work
2026_PWD_865091_1
D2/RMKKD/RC1/05/2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Narikkuni
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
18 Sept 2026
11 Aug 2026
22 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 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 | 5.1.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 | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | OD245777/2025-2026:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification | - | 1 sqm | - | - |
| 1.006 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | - | sqm | - | - |
| 1.007 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm | - | each | - | - |
| 1.008 | OD245778/2025-2026:Providing and fixing vinyl sticker in existing RC board including lettering and printing | 1 | sqm | - | - |
| 1.009 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
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