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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC MELARCODE | MADURAI | TAMIL NADU | 625001 | ₹2.9 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹3.0 L+₹3,388.81 (1.16%)Rejected-AOC | ₹3.0 L+₹3,388.81 (1.16%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | L3₹3.3 L+₹38,559.50 (13.2%)Rejected-AOC | ₹3.3 L+₹38,559.50 (13.2%) | L3 | Rejected-AOC L3 BIDDER |
| 4 | L4₹4.1 L+₹1.2 L (40.5%)Rejected-AOC | ₹4.1 L+₹1.2 L (40.5%) | L4 | Rejected-AOC L4 BIDDER |
| Sl No | Description | Qty | Unit | C.K.BABU L1 | V A ABDUL MUTHALIF L2 | M SIVADAS L3 | T Sundar Raj L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concreting Works | |||||||
| 1.00 | OD128380/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 209.4 | sqm | 25.32 ₹5,302.01 Lowest | 25.61 ₹5,362.73 | 28.67 ₹6,003.5 | 35.57 ₹7,448.36 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 31.41 | cum | 2,299.8 ₹72,236.72 Lowest | 2,326.5 ₹73,075.37 | 2,603.55 ₹81,777.51 | 3,231.06 ₹1,01,487.59 |
| 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) | 31.41 | cum | 6,589.42 ₹2,06,973.68 Lowest | 6,665.93 ₹2,09,376.86 | 7,459.73 ₹2,34,310.12 | 9,257.71 ₹2,90,784.67 |
| 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 | 0.54 | sqm | 3,447.19 ₹1,861.48 Lowest | 3,487.22 ₹1,883.1 | 3,902.48 ₹2,107.34 | 4,843.07 ₹2,615.26 |
| 2.00Shoulders | |||||||
| 2.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 8.88 | cum | 626.69 ₹5,564.38 Lowest | 633.97 ₹5,629.02 | 709.46 ₹6,299.3 | 880.46 ₹7,817.6 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
24 Aug 2026, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer LID and EW Sub Division Kuzhalmannam Block Panchayat
Annual Plan KBP 2026 27 Kunnuparambu Anthoorkalam SC Unnathi road in Kuzhalmannam GP Pr 36
2026_LSGD_864775_1
02/2026-27/AEE/LIDEW/KZMN/PH2
Open Tender
Civil Works - Roads
Item Rate
270 days
Kuzhalmannam
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,593
Yes
1 Sept 2026
11 Aug 2026
31 Aug 2026
11 Aug 2026
24 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting Works | |||||
| 1.001 | OD128380/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | 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 | - | - |
| 2Shoulders | |||||
| 2.001 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 1 | cum | - | - |
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