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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹8.5 LAccepted-AOC | ₹8.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹8.6 LRejected-AOC MATHUR | MATHURA | UTTAR PRADESH | 209402 | ₹8.6 L | l2 | Rejected-AOC l2 |
| 3 | l3₹9.0 LRejected-AOC | ₹9.0 L | l3 | Rejected-AOC l3 |
| 4 | l4₹9.1 LRejected-AOC | ₹9.1 L | l4 | Rejected-AOC l4 |
| Sl No | Description | Qty | Unit | S.NIYAZUDHEEN L3 | R.GIRISH L2 | RANJITH P L1 | SANJAY K S L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||
| 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 | 2 | cum | 2,491.92 ₹4,983.84 | 2,177.93 ₹4,355.86 | 2,155.27 ₹4,310.54 | 2,310.01 ₹4,620.02 |
| 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) | 3 | cum | 9,563.75 ₹28,691.25 | 8,358.71 ₹25,076.13 | 8,271.69 ₹24,815.07 | 8,865.6 ₹26,596.80 |
| 1.00 | 2.5.1.B: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> (B) Cement Concrete | 30.72 | cum | 1,233.92 ₹37,906.02 | 1,078.44 ₹33,129.68 | 1,067.22 ₹32,785 | 1,143.84 ₹35,138.76 |
| 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. | 24 | cum | 66.84 ₹1,604.16 | 58.41 ₹1,401.84 | 57.81 ₹1,387.44 | 61.96 ₹1,487.04 |
| 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 | 7.2 | cum | 941.83 ₹6,781.18 | 823.15 ₹5,926.68 | 814.59 ₹5,865.05 | 873.08 ₹6,286.18 |
| 1.01 | OD446050/2025-2026: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 | 7.2 | cum | 7,356.98 ₹52,970.26 | 7,564.7 ₹54,465.84 | 7,485.94 ₹53,898.77 | 8,023.44 ₹57,768.77 |
| 1.01 | 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) | 37.2 | cum | 8,087.31 ₹3.0 L | 8,315.66 ₹3.1 L | 8,229.08 ₹3.1 L | 8,819.93 ₹3.3 L |
| 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 | 20.04 | cum | 9,411.66 ₹1.9 L | 9,139.77 ₹1.8 L | 9,044.61 ₹1.8 L | 9,694.02 ₹1.9 L |
| 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 | 2.75 | tonne | 1,00,926.12 ₹2.8 L | 88,209.42 ₹2.4 L | 87,291 ₹2.4 L | 93,558.5 ₹2.6 L |
Tender Value
₹9.8 L
EMD Value
₹24,576
Closing Date
6 Feb 2026, 2:00 pmClosed
Assistant Executive Engineer,
OFFICE OF THE EXECUTIVE ENGINEER, LID EW, PALAKKAD MUNICIPALITY
Annual Plan PMC PRO NO 523 2025 26 MELEPPADAM SC NAGAR ROAD CONCRETING AND DRAINAGE CONSTRUCTION IN WARD 7 AT PALAKKAD MUNICIPALITY General Civil Work
2026_LSGD_831816_1
23/AEE/LID EW/PMC/2025-26
Open Tender
Civil Works - Others
palakkad municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,170
Yes
₹24,576
Yes
7 Mar 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
6 Feb 2026
31 Jan 2026
ROAD CONCRETING
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)
2.5.1.B: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> (B) Cement Concrete
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.
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
OD446050/2025-2026: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)
12.5.3: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
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
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