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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.6 LAccepted-AOC | 1 | Accepted-AOC executed agreement | |
| 2 | 2₹11.0 L+₹36,685.22 (3.46%)Rejected-Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | 2 | Rejected-Finance second least | |
| 3 | 3₹11.3 L+₹67,479.99 (6.36%)Rejected-Finance SOUPARNIKA P O VELLUR | KERALA | 3 | Rejected-Finance high quoted | |
| 4 | 4₹12.3 L+₹1.6 L (15.5%)Rejected-Finance | 4 | Rejected-Finance high quoted |
| Sl No | Description | Qty | Unit | RAJESH. T.V. L1 | THAMPAN.PV L2 | Radhakrishnan P K V L3 | BENNY M JOSEPH L4 |
|---|---|---|---|---|---|---|---|
| 1.00Concreting | |||||||
| 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. | 5.25 | cum | 57.06 ₹299.57 Lowest | 59.04 ₹309.96 | 60.69 ₹318.62 | 70 ₹367.5 |
| 1.00 | OD498579/2025-2026: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 (Modified 11.4.1.1 excluding form work) | 3.15 | cum | 6,987.69 ₹22,011.22 Lowest | 7,229.23 ₹22,772.07 | 7,431.99 ₹23,410.77 | 8,400 ₹26,460 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 15.75 | cum | 7,100 ₹1,11,825 Lowest | 7,347.49 ₹1,15,722.97 | 7,553.57 ₹1,18,968.73 | 8,300 ₹1,30,725 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 183.5 | cum | 534.3 ₹98,044.05 Lowest | 552.85 ₹1,01,447.98 | 568.36 ₹1,04,294.06 | 600 ₹1,10,100 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 57.88 | cum | 2,742.16 ₹1,58,702.51 Lowest | 2,836.95 ₹1,64,188.48 | 2,916.52 ₹1,68,793.6 | 2,900 ₹1,67,837.5 |
| 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) | 86.81 | cum | 7,721.63 ₹6,70,337.87 Lowest | 7,988.02 ₹6,93,463.98 | 8,212.07 ₹7,12,914.43 | 9,100 ₹7,89,998.3 |
Tender Value
₹12.3 L
EMD Value
₹30,671
Closing Date
17 Mar 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
Proj no. 677/26 THUMBAKKOVVAL ANGANVADI ROAD CONCRETING
2026_LSGD_845361_23
AE/LSGD/ETNDR-08/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹30,671
Yes
11 Jul 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | OD498579/2025-2026: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 (Modified 11.4.1.1 excluding form work) | 1 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.005 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | - | 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) | 0.2 | cum | - | - |
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