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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC | ₹29.9 L | L1 | Accepted-AOC Accepted Vide Resolution No.II(1) dtd.10.08.2026 of Nagaroor GP |
| 2 | L2₹30.7 L+₹75,451 (2.52%)Rejected-Finance | ₹30.7 L+₹75,451 (2.52%) | L2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | L3₹31.9 L+₹2.0 L (6.67%)Rejected-Finance | ₹31.9 L+₹2.0 L (6.67%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹32.2 L+₹2.3 L (7.80%)Rejected-Finance | ₹32.2 L+₹2.3 L (7.80%) | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | NAZARUDEEN L4 | G GIRIKUMAR L1 | REJIN L2 | SHIBU R L3 |
|---|---|---|---|---|---|---|---|
| 1.00Restoration | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 993.55 | cum | 54 ₹53,651.97 | 53.23 ₹52,886.93 Lowest | 54.58 ₹54,228.23 | 56.78 ₹56,414.05 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 496.78 | cum | 2,600 ₹12,91,630.6 Lowest | 2,703.34 ₹13,42,967.95 | 2,771.53 ₹13,76,843.44 | 2,883.68 ₹14,32,557.43 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 496.78 | cum | 3,600 ₹17,88,411.6 | 3,039.3 ₹15,09,866.49 Lowest | 3,115.95 ₹15,47,944.76 | 3,242.04 ₹16,10,583.87 |
| 2.00Restoration- Crossing | |||||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 29.22 | cum | 54 ₹1,577.88 | 53.23 ₹1,555.38 Lowest | 54.58 ₹1,594.83 | 56.78 ₹1,659.11 |
| 2.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 14.61 | cum | 2,600 ₹37,988.6 Lowest | 2,703.34 ₹39,498.5 | 2,771.53 ₹40,494.82 | 2,883.68 ₹42,133.45 |
| 2.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 14.61 | cum | 3,500 ₹51,138.5 | 3,039.3 ₹44,407.21 Lowest | 3,115.95 ₹45,527.15 | 3,242.04 ₹47,369.45 |
Tender Value
₹37.7 L
EMD Value
₹50,000
Closing Date
30 Jul 2026, 11:00 amClosed
SNEHA BABU
Office of the Assistant Engineer LID EW Section Nagaroor Grama Panchayat
Annual Plan-KWA JJM Restoration Work in Sivanmukku Nandayivanam Road in Nagaroor GP-123/27
2026_LSGD_860914_19
23/AE/LIDEW/NGR/2026-27
Open Tender
Civil Works - Roads
Item Rate
365 days
Nagaroor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
21 Aug 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Restoration | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 0.4 | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 0.4 | cum | - | - |
| 2Restoration- Crossing | |||||
| 2.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 2.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 2.003 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
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