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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.4 L+₹7,060.18 (2.14%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹7,060.18 (2.14%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹9,366.91 (2.85%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹9,366.91 (2.85%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.4 L+₹15,658.36 (4.76%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹15,658.36 (4.76%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.5 L+₹20,636.20 (6.27%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹20,636.20 (6.27%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL SHEREEF N L2 | SHARANKUMAR K M L6 | MOHAMMED SABIR E K L5 | ABDUL KHADER FAIZAL A M L4 | ANANDAN T L1 | KALANDAR ASIF K N L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00FOOTPATH CONCRETING | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 52.78 | cum | 51.26 ₹2,705.5 Lowest | 58.54 ₹3,089.74 | 52 ₹2,744.56 | 52.57 ₹2,774.64 | 54.46 ₹2,874.4 | 51.63 ₹2,725.03 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 26.39 | cum | 1,863.57 ₹49,179.61 | 2,127.31 ₹56,139.71 | 1,905 ₹50,272.95 | 1,911.5 ₹50,444.49 | 1,727.28 ₹45,582.92 Lowest | 1,876.35 ₹49,516.88 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 39.59 | cum | 7,149.92 ₹2,83,029.58 | 8,160.29 ₹3,23,025.08 | 7,465 ₹2,95,502.03 | 7,332.56 ₹2,90,259.39 | 7,000.14 ₹2,77,100.54 Lowest | 7,197.61 ₹2,84,917.39 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.36 | sqm | 3,735.09 ₹1,344.63 | 4,431.6 ₹1,595.38 | 3,655 ₹1,315.8 Lowest | 3,830.5 ₹1,378.98 | 10,114.67 ₹3,641.28 | 3,907.65 ₹1,406.75 |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
1 Aug 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Subdivision, Karadukka Block Panchayat
Annual Plan-KARADKA BLOCK PANCHAYAT PROJECT NO -191/25-26 KUMBARATHODE GADDEMOOLA UNNATHI FOOTPATH CONCRETE
2026_LSGD_862440_8
TN/01/2026-27/LIDEW/KDK
Open Tender
Civil Works - Roads
Item Rate
180 days
KUMBARATHODU SC NAGAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,580
Yes
3 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
1 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FOOTPATH CONCRETING | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.002 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | - | sqm | - | - |
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