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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.5 L+₹1,878.75 (0.29%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.8 L+₹29,882.45 (4.58%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Joby Abraham L1 | HASSAN KOCHULLA L3 | ABDUL SALAM A K L2 |
|---|---|---|---|---|---|---|
| 1.00KANDANTHARA PATTURUMADAM ROAD | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 272 | sqm | 10 ₹2,720 Lowest | 15.21 ₹4,137.12 | 14.59 ₹3,968.48 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 18.67 | cum | 400 ₹7,466.8 Lowest | 419.43 ₹7,829.5 | 402.21 ₹7,508.05 |
| 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 | 13.4 | cum | 3,000 ₹40,200 Lowest | 3,170.99 ₹42,491.27 | 3,040.81 ₹40,746.85 |
| 1.00 | OD176310/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 450 | sqm | 1,050 ₹4,72,500 Lowest | 1,102.31 ₹4,96,039.5 | 1,057.05 ₹4,75,672.5 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.43 | cum | 9,000 ₹30,888 | 8,727.39 ₹29,952.4 | 8,369.11 ₹28,722.79 Lowest |
| 2.00NEBU ROAD | ||||||
| 2.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 85 | sqm | 10 ₹850 Lowest | 15.21 ₹1,292.85 | 14.59 ₹1,240.15 |
| 2.00 | OD176311/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 70 | sqm | 1,050 ₹73,500 Lowest | 1,102.31 ₹77,161.7 | 1,057.06 ₹73,994.2 |
| 2.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.57 | cum | 9,000 ₹14,112 | 8,727.39 ₹13,684.55 | 8,369.11 ₹13,122.76 Lowest |
Tender Value
₹7.2 L
EMD Value
₹17,950
Closing Date
29 Sept 2026, 3:00 pmClosed
Assistant Engineer ,
Office of the Assistant Engineer, LID and EW Section, Vengola GP.
Vengola GP Pro.No.337/2026-27RENOVATION OF KANDANTHARA PATTARUMADAM ROAD AND NEBU ROAD WARD 10-
2026_LSGD_871535_10
04/AE/LID EW/VGLA
Open Tender
Civil Works - Roads
Item Rate
180 days
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,585
Yes
₹17,950
Yes
14 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
22 Sept 2026 - 29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KANDANTHARA PATTURUMADAM ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 272 | sqm | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 18.67 | cum | - | - |
| 1.003 | 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 | 13.4 | cum | - | - |
| 1.004 | OD176310/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 450 | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.43 | cum | - | - |
| 2NEBU ROAD | |||||
| 2.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 85 | sqm | - | - |
| 2.002 | OD176311/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 70 | sqm | - | - |
| 2.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.57 | cum | - | - |
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