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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ALI L2 | moidu L3 | ABDUL AZEEZ T V L1 | MOHAMMED MUSTHAFA P. L5 | MUHAMMED ALI P.S. L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00SAKKAATH NAGAR ROAD | ||||||||
| 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. | 115.02 | cum | 49.6 ₹5,704.99 | 51.68 ₹5,944.23 | 44.64 ₹5,134.49 Lowest | 55.2 ₹6,349.1 | 52.94 ₹6,089.16 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 46.01 | cum | 2,477.04 ₹1,13,963.66 | 2,581.18 ₹1,18,754.93 | 2,229.7 ₹1,02,584.04 Lowest | 2,756.42 ₹1,26,817.37 | 2,643.93 ₹1,21,641.93 |
| 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) | 69.01 | cum | 7,097.25 ₹4,89,795.42 | 7,395.64 ₹5,10,387.91 | 6,388.58 ₹4,40,888.68 Lowest | 7,897.74 ₹5,45,038.83 | 7,575.44 ₹5,22,796.27 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 31.95 | cum | 482.61 ₹15,419.39 | 502.9 ₹16,067.66 | 434.42 ₹13,879.72 Lowest | 537.05 ₹17,158.75 | 515.13 ₹16,458.4 |
| 1.00 | OD482044/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer in charge at site | 0.63 | sqm | 5,883.51 ₹3,706.61 | 6,130.87 ₹3,862.45 | 5,296.03 ₹3,336.5 Lowest | 6,546.1 ₹4,124.04 | 6,279.92 ₹3,956.35 |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
19 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
L A C - A D S - 2 0 2 5 - 2 6 - P A T T A M B I CONSTITUENCY -SAKKAATH NAGAR ROAD IN ONGALLUR GP
2026_LSGD_845587_8
21/ET/EE/2025-26 DT- 09/03/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,176
Yes
30 Jun 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SAKKAATH NAGAR ROAD | |||||
| 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. | 1 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 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) | 0.8 | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 1.005 | OD482044/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer in charge at site | 1 | sqm | - | - |
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