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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.4 Cr+₹27,861.69 (0.20%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KANNUR | KERALA | 670511 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.5 Cr+₹7.2 L (5.10%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.5 Cr+₹7.6 L (5.34%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NISHAD EM L4 | SUNNY K M L2 | MOHANAN.N.V L1 | Saju C S L3 |
|---|---|---|---|---|---|---|---|
| 1.00Reactive Maintenance/ Initial rectification works | |||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 78 | cum | 2,500 ₹1,95,000 | 2,320.12 ₹1,80,969.36 | 2,290 ₹1,78,620 Lowest | 2,350 ₹1,83,300 |
| 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. | 78 | cum | 6,000 ₹4,68,000 | 5,761.04 ₹4,49,361.12 | 5,700 ₹4,44,600 Lowest | 6,150 ₹4,79,700 |
| 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. | 28,493 | sqm | 18.84 ₹5,36,808.12 | 17.08 ₹4,86,660.44 | 16 ₹4,55,888 Lowest | 18 ₹5,12,874 |
| 1.00 | OD341710/2025-2026: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. | 28,493 | sqm | 330 ₹94,02,690 | 317.13 ₹90,35,985.09 | 314 ₹89,46,802 Lowest | 340 ₹96,87,620 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 285.85 | cum | 49.78 ₹14,229.61 | 45.14 ₹12,903.27 | 45 ₹12,863.25 | 40 ₹11,434 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 | 54 | cum | 3,300 ₹1,78,200 | 3,259.51 ₹1,76,013.54 | 3,300 ₹1,78,200 | 3,100 ₹1,67,400 Lowest |
| 1.01 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 360 | sqm | 1,206.39 ₹4,34,300.4 | 1,093.89 ₹3,93,800.4 Lowest | 1,150 ₹4,14,000 | 1,200 ₹4,32,000 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 21.75 | cum | 7,000 ₹1,52,250 | 6,644.72 ₹1,44,522.66 | 6,200 ₹1,34,850 Lowest | 6,600 ₹1,43,550 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 25.48 | cum | 8,200 ₹2,08,895 | 7,697.33 ₹1,96,089.48 | 7,300 ₹1,85,967.5 Lowest | 7,600 ₹1,93,610 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
23 Sept 2026, 4:00 pmClosed
Superintending Engineer
O/o Superintending Engineer PWD Roads Central Circle Aluva
The estimate contains Initial Rectification works Pre monsoon works Proactive or Preventive maintenance and Emergency works
2026_PWD_870297_1
PWD/RB/TR/4145/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
PWD roads under roads section Piravom
Please refer Tender documents.
10 documents required · 10 mandatory
₹6,508
Yes
₹50,000
Yes
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
16 Sept 2026 - 23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reactive Maintenance/ Initial rectification works | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 78 | 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. | 78 | cum | - | - |
| 1.003 | 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. | 28,493 | sqm | - | - |
| 1.004 | OD341710/2025-2026: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. | 28,493 | sqm | - | - |
| 1.005 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 285.85 | cum | - | - |
| 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 | 54 | cum | - | - |
| 1.007 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 360 | sqm | - | - |
| 1.008 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 21.75 | cum | - | - |
| 1.009 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 25.48 | cum | - | - |
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