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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹32.6 L+₹3.8 L (13.2%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹32.9 L+₹4.1 L (14.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PAULKANNANTHANAM L2 | SALY PAUL KANNANTHANAM L3 | SIVA SHANKARA M.G L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A : Reactive Maintanance Work (Initial Rectification work) | ||||||
| 1.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 5.62 | cum | 3,620.23 ₹20,363.79 | 3,656.46 ₹20,567.59 | 3,198.58 ₹17,992.01 Lowest |
| 1.00 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 3.75 | cum | 11,403.82 ₹42,764.33 | 11,517.96 ₹43,192.35 | 10,075.62 ₹37,783.58 Lowest |
| 1.00 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 1.35 | cum | 3,877.03 ₹5,233.99 | 3,915.84 ₹5,286.38 | 3,425.47 ₹4,624.38 Lowest |
| 1.00 | OD125185/2026-2027:Mix seal surfacing providing ,laying and rolling of close graded premixed surfacing
material of 20mm thickness composed of 11.2mm to 0.9 mm(type A) or 13.2mm to
0.9 mm (Type B) aggregate using bitumen VG-30 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 static roller 8-10KN and finishing to required level and
grades as per technical specification . By manual means Type A (Bitumen VG-30). | 1,000 | sqm | 372.52 ₹3,72,520 | 376.25 ₹3,76,250 | 329.13 ₹3,29,130 Lowest |
| 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. | 1,000 | sqm | 20.65 ₹20,650 | 20.86 ₹20,860 | 18.25 ₹18,250 Lowest |
| 2.00Appendix B : PreMonsoon Works | ||||||
| 2.00 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 775 | metre | 87.77 ₹68,021.75 | 88.64 ₹68,696 | 77.54 ₹60,093.5 Lowest |
| 2.00 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 424.8 | sqm | 64.06 ₹27,212.69 | 64.7 ₹27,484.56 | 56.6 ₹24,043.68 Lowest |
| 2.00 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 487.2 | sqm | 31.62 ₹15,405.26 | 31.93 ₹15,556.3 | 27.94 ₹13,612.37 Lowest |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
22 Sept 2026, 3:30 pmClosed
Executive Engineer
Road maintenance Division Kannur
Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works Appendix E Hand railing
2026_PWD_869190_1
D2/TN/14/2026-27
Open Tender
Civil Works - Roads
Item Rate
Koothuparamba, Thalasseri
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
26 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A : Reactive Maintanance Work (Initial Rectification work) | |||||
| 1.001 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 5.63 | cum | - | - |
| 1.002 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 3.75 | cum | - | - |
| 1.003 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 1.35 | cum | - | - |
| 1.004 | OD125185/2026-2027:Mix seal surfacing providing ,laying and rolling of close graded premixed surfacing
material of 20mm thickness composed of 11.2mm to 0.9 mm(type A) or 13.2mm to
0.9 mm (Type B) aggregate using bitumen VG-30 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 static roller 8-10KN and finishing to required level and
grades as per technical specification . By manual means Type A (Bitumen VG-30). | 1,000 | sqm | - | - |
| 1.005 | 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. | 1,000 | sqm | - | - |
| 2Appendix B : PreMonsoon Works | |||||
| 2.001 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 775 | metre | - | - |
| 2.002 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 424.8 | sqm | - | - |
| 2.003 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 487.2 | sqm | - | - |
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