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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L5₹3.1 L+₹21,608.75 (7.54%)Accepted-AOC | ₹3.1 L+₹21,608.75 (7.54%) | L5 | Accepted-AOC L5 BIDDER |
| 2 | L1₹2.9 LRejected-AOC | ₹2.9 L | L1 | Rejected-AOC L1 BIDDER |
| 3 | L2₹2.9 L+₹3,542.37 (1.24%)Rejected-AOC | ₹2.9 L+₹3,542.37 (1.24%) | L2 | Rejected-AOC L2 BIDDER |
| 4 | L3₹2.9 L+₹5,507.91 (1.92%)Rejected-AOC MELARCODE | MADURAI | TAMIL NADU | 625001 | ₹2.9 L+₹5,507.91 (1.92%) | L3 | Rejected-AOC L3 BIDDER |
| 5 | L4₹3.1 L+₹18,605.58 (6.50%)Rejected-AOC | ₹3.1 L+₹18,605.58 (6.50%) | L4 | Rejected-AOC L4 BIDDER |
| Sl No | Description | Qty | Unit | Alathur Labour Contract Co Operative Society Ltd L5 | C.K.BABU L3 | M SIVADAS L6 | C MUKUNDAN L1 | R.SREEJITH L4 | RAJESH V L7 | SASIKUMAR U L8 | AFSAL.A L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | |||||||||||
| 1.00 | OD49100/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding
15 cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5M in all kinds of soil | 210.9 | sqm | 26.72 ₹5,635.25 | 25.32 ₹5,339.99 | 28.67 ₹6,046.5 | 24.84 ₹5,238.76 Lowest | 26.46 ₹5,580.41 | 30.76 ₹6,487.28 | 31.2 ₹6,580.08 | 32 ₹6,748.8 |
| 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 | 31.64 | cum | 2,426.64 ₹76,766.76 | 2,299.8 ₹72,754.17 | 2,603.55 ₹82,363.3 | 2,256.41 ₹71,381.53 Lowest | 2,403 ₹76,018.91 | 2,793.81 ₹88,382.18 | 2,833.86 ₹89,649.16 | 2,269 ₹71,779.82 |
| 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) | 31.64 | cum | 6,952.85 ₹2,19,953.41 | 6,589.42 ₹2,08,456.3 | 7,459.73 ₹2,35,988.56 | 6,465.1 ₹2,04,523.44 Lowest | 6,885 ₹2,17,806.98 | 8,004.86 ₹2,53,233.75 | 8,119.62 ₹2,56,864.18 | 6,500 ₹2,05,627.5 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> 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 | 3,637.31 ₹1,964.15 | 3,447.19 ₹1,861.48 | 3,902.48 ₹2,107.34 | 3,382.15 ₹1,826.36 Lowest | 3,602 ₹1,945.08 | 4,187.66 ₹2,261.34 | 4,247.7 ₹2,293.76 | 4,000 ₹2,160 |
| 2.00Filling | |||||||||||
| 2.00 | 51.2.3:Filling with Quarry Muck <br> 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 | 5.59 | cum | 661.26 ₹3,695.78 | 626.69 ₹3,502.57 | 709.46 ₹3,965.17 | 614.87 ₹3,436.51 Lowest | 655 ₹3,660.8 | 761.31 ₹4,254.96 | 772.22 ₹4,315.94 | 650 ₹3,632.85 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
24 Aug 2026, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE KUZHALMANNAM BLOCK
karakkode palli poothoni road in kuthanur gp
2026_LSGD_864365_8
02/2026-27/AEE/LIDEW/KZMN/PH2
Open Tender
Civil Works - Roads
Item Rate
LSGD SUB DIVISION KUZHALMANNAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,592
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 Concrete | |||||
| 1.001 | OD49100/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding
15 cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5M in all kinds of soil | - | sqm | - | - |
| 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 | - | 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 <br> B. Semi-Reflective Traffic signs <br> 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 | - | - |
| 2Filling | |||||
| 2.001 | 51.2.3:Filling with Quarry Muck <br> 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 | - | cum | - | - |
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