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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.4 L+₹63,709.46 (5.01%)Admitted-Fee/PreQual/Technical/Finance AISWARAYA BHAVAN IRUMPANANGADU P O EZHUKONE KOLLAM | EZHUKONE | KOLLAM | KERALA | ₹13.4 L+₹63,709.46 (5.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Prasad G L2 | RANJITH P L1 |
|---|---|---|---|---|---|
| 1.00DRINAGE AND RECONCRETING | |||||
| 1.00 | 2.5.1.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> (I) By Manual Means <br> (A) Lime Concrete | 4 | cum | 1,048.39 ₹4,193.56 | 998.37 ₹3,993.48 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 50 | cum | 463.58 ₹23,179 | 441.46 ₹22,073 Lowest |
| 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 | 10 | cum | 9,451.53 ₹94,515.3 | 9,000.56 ₹90,005.6 Lowest |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 31 | cum | 9,990.21 ₹3,09,696.51 | 9,513.54 ₹2,94,919.74 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.8 | tonne | 1,05,459.18 ₹2,95,285.7 | 1,00,427.27 ₹2,81,196.36 Lowest |
| 1.01 | 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 | 11.25 | cum | 10,381.39 ₹1,16,790.64 | 9,886.05 ₹1,11,218.06 Lowest |
| 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) | 11.38 | cum | 10,041.94 ₹1,14,227.07 | 9,562.79 ₹1,08,776.74 Lowest |
| 2.00ROAD RETARRING | |||||
| 2.00 | 4.11.1: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> (i) Using naturally occuring gravel | 52 | cum | 2,616.53 ₹1,36,059.56 | 2,491.68 ₹1,29,567.36 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,774
Closing Date
10 Aug 2026, 3:00 pmClosed
AEE
OFFICE OF EXECUTIVE ENGINEER PMC
GENERAL-PMC/2026/PROJ NO 83 /27 , WARD 16 AYYAPURAM DYFI OFFICE FRONT SIDE GANAESH NAGAR ,THORAPALAYAM ROAD AND DRINAGE RENNOVATION
2026_LSGD_863923_1
02/AEE/LIDEW/PMC/83/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,774
Yes
11 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
10 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRINAGE AND RECONCRETING | |||||
| 1.001 | 2.5.1.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> (I) By Manual Means <br> (A) Lime Concrete | - | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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 | - | - |
| 2ROAD RETARRING | |||||
| 2.001 | 4.11.1: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> (i) Using naturally occuring gravel | - | cum | - | - |
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