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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.9 L+₹4,742.31 (1.23%)Admitted-Fee/PreQual/Technical/Finance | ₹3.9 L+₹4,742.31 (1.23%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.3 L+₹40,494.80 (10.5%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹40,494.80 (10.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HAKKIM .M. S L2 | M.PRADEEP L1 | sasikumar murukan L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | ||||||
| 1.00 | 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 | 26.16 | cum | 2,302.53 ₹60,234.18 Lowest | 2,400 ₹62,784 | 2,500 ₹65,400 |
| 1.00 | OD96806/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobblesin lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 86.4 | sqm | 991.17 ₹85,637.09 Lowest | 1,020 ₹88,128 | 1,100 ₹95,040 |
| 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) | 22.87 | cum | 8,836.91 ₹2,02,117.81 | 8,500 ₹1,94,412 Lowest | 9,600 ₹2,19,571.2 |
| 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 | 5.76 | cum | 407.95 ₹2,349.79 | 300 ₹1,728 Lowest | 450 ₹2,592 |
| 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) | 3.2 | cum | 8,791.39 ₹28,132.45 | 8,500 ₹27,200 Lowest | 9,550 ₹30,560 |
| 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 | 0.86 | cum | 9,135.62 ₹7,893.18 | 9,000 ₹7,776 Lowest | 9,900 ₹8,553.6 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | 92,804.07 ₹4,825.81 | 85,000 ₹4,420 Lowest | 1,00,500 ₹5,226 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
11 Aug 2026, 4:00 pmClosed
AEE
Office of the Executive Engineer Palakkad Municipality
GENERAL PMC 2026 27 PRO NO 161 27 in Ward 35 MUTHUKULAM ROAD CONCRETING General Civil Work
2026_LSGD_864099_1
02/AEE/LIDEW/PMC/161/2026-27
Open Tender
Civil Works - Roads
Item Rate
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
13 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RENOVATION | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD96806/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobblesin lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | - | sqm | - | - |
| 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 | 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 | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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SBDNIT161.pdf
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