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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹16,334.90 (2.83%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.3 L+₹51,726.91 (8.97%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹6.5 L+₹76,705.24 (13.3%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SATHEESH.C L1 | RAMESH L3 | SIVAN R L2 | PRAJITHA L4 |
|---|---|---|---|---|---|---|---|
| 1.00Concrete work | |||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 39.33 | cum | 358.5 ₹14,099.81 | 60.16 ₹2,366.09 Lowest | 368.65 ₹14,499 | 406.18 ₹15,975.06 |
| 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 | 36.45 | cum | 2,710.36 ₹98,792.62 Lowest | 3,004.09 ₹1,09,499.08 | 2,787.13 ₹1,01,590.89 | 3,070.85 ₹1,11,932.48 |
| 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) | 54.67 | cum | 7,765.77 ₹4,24,593.47 Lowest | 8,607.4 ₹4,70,609.6 | 7,985.73 ₹4,36,619.79 | 8,798.65 ₹4,81,066.19 |
| 1.00 | OD156873/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,277.06 ₹2,277.06 Lowest | 2,523 ₹2,523 | 2,341.56 ₹2,341.56 | 2,579.92 ₹2,579.92 |
| 1.00 | 11.4.1.1: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 | 0.96 | cum | 7,309.19 ₹7,016.82 Lowest | 8,100 ₹7,776 | 7,516.22 ₹7,215.57 | 8,281.34 ₹7,950.09 |
| 1.01 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.4 | cum | 7,555.14 ₹18,132.34 Lowest | 9,411 ₹22,586.4 | 7,769.14 ₹18,645.94 | 8,560.01 ₹20,544.02 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.14 | tonne | 81,952.01 ₹11,801.09 Lowest | 90,833 ₹13,079.95 | 84,273.31 ₹12,135.36 | 92,852.03 ₹13,370.69 |
Tender Value
₹8.4 L
EMD Value
₹17,800
Closing Date
20 Feb 2026, 4:00 pmClosed
AEE CHITTUR BLOCK
AEE CHITTUR BLOCK
Annual Plan-CHITTUR BLOCK/2025-26/P No-39/2025-Kurakkankulambu road concrete work at Perumatty Grama Panchayath-General Civil Work
2026_LSGD_835583_8
ET-6/AEE/LSGD/CTR/2025-26
Open Tender
Civil Works - Roads
Item Rate
150 days
LSGD CHITTUR BLOCK
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,500
Yes
₹17,800
Yes
9 Jun 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete work | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 1 | cum | - | - |
| 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) | 1 | cum | - | - |
| 1.004 | OD156873/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | - | each | - | - |
| 1.005 | 11.4.1.1: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 | - | - |
| 1.006 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.007 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
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