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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC | 1 | Accepted-AOC executed agreement | |
| 2 | 2₹3.8 L+₹3,846.27 (1.02%)Rejected-Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | 2 | Rejected-Finance second least | |
| 3 | 3₹4.2 L+₹45,494.65 (12.1%)Rejected-Finance | 3 | Rejected-Finance highest |
| Sl No | Description | Qty | Unit | THAMPAN.PV L2 | RAJESH. T.V. L1 | BENNY M JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 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. | 6.08 | cum | 59.38 ₹360.73 | 58.11 ₹353.02 Lowest | 60 ₹364.5 |
| 1.00 | 14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 <br> Stone/Boulder | 5.7 | cum | 931.76 ₹5,311.03 Lowest | 2,224.36 ₹12,678.85 | 3,000 ₹17,100 |
| 1.00 | 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. | 243 | sqm | 13.45 ₹3,268.35 | 13.16 ₹3,197.88 | 12 ₹2,916 Lowest |
| 1.00 | OD500140/2025-2026: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 (Modified data of MoRD 4.1.A.2 using departmental GSB material) | 18.23 | cum | 212.29 ₹3,868.99 | 207.73 ₹3,785.88 Lowest | 225 ₹4,100.63 |
| 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 | 16.65 | cum | 2,853.43 ₹47,509.61 | 2,792.25 ₹46,490.96 Lowest | 3,000 ₹49,950 |
| 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) | 36.45 | cum | 8,034.44 ₹2,92,855.34 | 7,861.2 ₹2,86,540.74 Lowest | 9,000 ₹3,28,050 |
| 1.01 | OD443845/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 450 mm dia (Modified 9.3.C) | 7.5 | metre | 3,521.16 ₹26,408.7 | 3,025.22 ₹22,689.15 | 2,500 ₹18,750 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,543
Closing Date
17 Mar 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
PR NO.599/25 KARINKALKUZHI-KULAVAYAL ROAD CONCRETING
2026_LSGD_845361_11
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
₹930
Yes
₹10,543
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 |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 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 | 14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 <br> Stone/Boulder | - | cum | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | OD500140/2025-2026: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 (Modified data of MoRD 4.1.A.2 using departmental GSB material) | - | 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 | 1 | 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) | - | cum | - | - |
| 1.007 | OD443845/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 450 mm dia (Modified 9.3.C) | - | metre | - | - |
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