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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L | L1 | Accepted-AOC l1 |
| 2 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | M.PRADEEP L2 | ANANTHAKRISHNAN M L1 |
|---|---|---|---|---|---|
| 1.00ROAD & DRAIN | |||||
| 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 | 14 | cum | 250 ₹3,500 | 828.73 ₹11,602.22 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 4.5 | cum | 250 ₹1,125 | 781.72 ₹3,517.74 |
| 1.00 | OD378820/2025-2026: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 Cement concrete M10 (1:3:6), using 40mm ,20mm and 10mm broken stones in the ratio 6:3:1 with 250 kg cement | 4.5 | cum | 7,000 ₹31,500 | 7,183.87 ₹32,327.42 |
| 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) | 12 | cum | 8,800 ₹1.1 L | 7,897.03 ₹94,764.36 |
| 1.00 | 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 | 0.37 | tonne | 85,000 ₹31,365 | 83,768.68 ₹30,910.64 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 400 | sqm | 5 ₹2,000 | 13.29 ₹5,316 |
| 1.01 | 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 | 23.5 | cum | 2,000 ₹47,000 | 2,068.29 ₹48,604.82 |
| 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) | 60 | cum | 8,900 ₹5.3 L | 7,937.91 ₹4.8 L |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
6 Nov 2025, 4:00 pmClosed
Executive Engineer,PALAKKAD MUNICIPALITY
OFFICE OF THE EXECUTIVE ENGINEER, LID EW, PALAKKAD MUNICIPALITY
Annual Plan PMC Pr no 526 2025 26 Maintenance to Women and child hospital road in Ward No 23 of Palakkad MunicipalityGeneral Civil Work
2025_LSGD_817363_1
17/AEE/LID EW/PMC/2025-26
Open Tender
Civil Works - Roads
palakkad municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
1 Jan 2026
31 Oct 2025
7 Nov 2025
31 Oct 2025
6 Nov 2025
31 Oct 2025
Amount
ROAD & DRAIN
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
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD378820/2025-2026: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 Cement concrete M10 (1:3:6), using 40mm ,20mm and 10mm broken stones in the ratio 6:3:1 with 250 kg cement
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)
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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
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)
M.PRADEEP (BID ID -2429330)
Bidder Name
M.PRADEEP
ANANTHAKRISHNAN M
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