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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹1.1 L+₹2,393.93 (2.13%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | 3₹1.2 L+₹5,254.67 (4.68%)Rejected-AOC | 3 | Rejected-AOC 3 |
| Sl No | Description | Qty | Unit | C H MOHAMMED THASNEEM L2 | HARIS BABU L1 | mohammedali T L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 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. | 4.01 | cum | 59.86 ₹239.92 | 58.61 ₹234.91 Lowest | 61.35 ₹245.89 |
| 1.00 | OD15838/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.08 | cum | 7,234.53 ₹7,813.29 | 7,083.48 ₹7,650.16 Lowest | 7,414.99 ₹8,008.19 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.98 | cum | 7,352.87 ₹14,558.68 | 7,199.35 ₹14,254.71 Lowest | 7,536.29 ₹14,921.85 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.54 | cum | 8,740.85 ₹4,720.06 | 8,558.35 ₹4,621.51 Lowest | 8,958.89 ₹4,837.8 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 83,950.71 ₹1,846.92 | 82,197.9 ₹1,808.35 Lowest | 86,044.87 ₹1,892.99 |
| 1.01 | OD15872/2026-2027: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 | 1.24 | cum | 859.29 ₹1,063.8 | 841.35 ₹1,041.59 Lowest | 880.73 ₹1,090.34 |
| 1.01 | OD20129/2026-2027:MODIFOED FROM 4.1.A.1Granular 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 plate roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 2.53 | cum | 2,761.76 ₹6,987.25 | 2,704.1 ₹6,841.37 Lowest | 2,830.65 ₹7,161.54 |
| 1.01 | OD15835/2026-2027: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 ( without shuttering)
(i) Nominal mix (1:2:4) | 9.04 | cum | 7,686.42 ₹69,454.49 | 7,525.94 ₹68,004.39 Lowest | 7,878.16 ₹71,187.05 |
| 1.01 | OD20011/2026-2027:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Details of cost for 1 mx1 m framed guard bar grating of 0.218 quintal | 51.55 | kg | 154.85 ₹7,982.52 | 151.62 ₹7,816.01 Lowest | 158.72 ₹8,182.02 |
Tender Value
₹1.3 L
EMD Value
₹3,150
Closing Date
1 Jun 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE ASSISTANT ENGINEER MAKKARAPPARAMBA GP
Annual Plan-VILAKKATHODI PATHWAY RENOVATION-99/27-WARD 7- MAKKARAPARAMBA GP-2026/27-General Civil Work
2026_LSGD_852374_6
AE/LIDEW/MKPB/TN/01/2026-2027
Open Tender
Civil Works - Roads
Item Rate
240 days
MAKKARAPPARAMBA
Please refer Tender documents.
12 documents required · 12 mandatory
₹555
Yes
₹3,150
Yes
29 Jun 2026
25 May 2026
3 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 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. | - | cum | - | - |
| 1.002 | OD15838/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD15872/2026-2027: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 | - | cum | - | - |
| 1.007 | OD20129/2026-2027:MODIFOED FROM 4.1.A.1Granular 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 plate roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.008 | OD15835/2026-2027: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 ( without shuttering)
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.009 | OD20011/2026-2027:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Details of cost for 1 mx1 m framed guard bar grating of 0.218 quintal | 1 | kg | - | - |
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