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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-AOC CHANKANHOUSE POTTA P O CHALAKUDY THRISSUR DISTRICT PIN 680307 | THRISSUR | KERALA | 680307 | ₹8.0 L Quoted ₹79.6 L | 1 | Accepted-AOC LOWEST |
| 2 | 2nd₹8.4 L−₹71.2 L (89.5%)Rejected-AOC | ₹8.4 L−₹71.2 L (89.5%) | 2nd | Rejected-AOC 2ND LOWEST |
| 3 | 3₹8.5 L−₹71.1 L (89.4%)Rejected-Finance | ₹8.5 L−₹71.1 L (89.4%) | 3 | Rejected-Finance 3rd |
| 4 | 4₹8.6 L−₹71.1 L (89.3%)Rejected-Finance | ₹8.6 L−₹71.1 L (89.3%) | 4 | Rejected-Finance 4th |
| Sl No | Description | Qty | Unit | C.J.Shaju L1 | SAJIMON.I.P L3 | P D JACOB L4 | Ponganamoola Kuttiayyappan Sajeevkumar L2 |
|---|---|---|---|---|---|---|---|
| 1.00Bridge Maintenance | |||||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 12.68 | cum | 739 ₹9,372 Lowest | 786.24 ₹9,971.1 | 800 ₹10,145.6 | 776.81 ₹9,851.5 |
| 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. | 14.7 | cum | 63 ₹926.1 Lowest | 66.84 ₹982.55 | 70 ₹1,029 | 66.05 ₹970.94 |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 15.8 | cum | 2,335 ₹36,893 Lowest | 2,484.07 ₹39,248.31 | 2,484.07 ₹39,248.31 | 2,454.26 ₹38,777.31 |
| 1.00 | 11.4.1.2: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> (ii) Nominal mix 1:3.6 (Hand mixing) | 3.7 | cum | 8,814 ₹32,611.8 Lowest | 9,375.56 ₹34,689.57 | 9,375.56 ₹34,689.57 | 9,263.03 ₹34,273.21 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 28.93 | cum | 9,295 ₹2,68,904.35 Lowest | 9,887.04 ₹2,86,032.07 | 9,887.04 ₹2,86,032.07 | 9,768.4 ₹2,82,599.81 |
| 1.01 | 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) | 19.2 | cum | 8,991 ₹1,72,627.2 Lowest | 9,563.75 ₹1,83,624 | 10,000 ₹1,92,000 | 9,448.99 ₹1,81,420.61 |
| 1.01 | 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 | 0.96 | cum | 9,831 ₹9,437.76 Lowest | 10,457.41 ₹10,039.11 | 10,457.41 ₹10,039.11 | 10,331.94 ₹9,918.66 |
| 1.01 | 12.5.4: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> IV. R.C.C. grade M 25 | 8.4 | cum | 10,333 ₹86,797.2 Lowest | 10,991.68 ₹92,330.11 | 10,991.68 ₹92,330.11 | 10,859.78 ₹91,222.15 |
| 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 | 1.56 | tonne | 94,881 ₹1,48,204.12 Lowest | 1,00,926.12 ₹1,57,646.6 | 1,00,926.12 ₹1,57,646.6 | 99,715 ₹1,55,754.83 |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
24 Jun 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE LID EW SECTION PANANCHERY GP
MLA-SDF 2024-25 - OLLUR LAC- BRIDGE CONSTRUCTION OF MUDIKODE KOOTTALA ROAD WARD 21
2026_LSGD_844322_9
16/2025-26/AE/LIDEW/PCY/PHASE XVI
Open Tender
Civil Works - Bridges
Item Rate
PANANCHERY PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,179
Yes
21 Aug 2026
16 Jun 2026
26 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bridge Maintenance | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | 11.4.1.2: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> (ii) Nominal mix 1:3.6 (Hand mixing) | - | cum | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 12.5.4: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> IV. R.C.C. grade M 25 | - | cum | - | - |
| 1.009 | 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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