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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | ₹6.5 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L2 | MUNEER P L1 |
|---|---|---|---|---|---|
| 1.00NILA PARAMBU ROAD | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 435 | sqm | 12.96 ₹5,637.60 | 12.21 ₹5,311.35 |
| 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 | 58 | cum | 2,703.68 ₹1.6 L | 2,546.13 ₹1.5 L |
| 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) | 65.25 | cum | 7,746.64 ₹5.1 L | 7,295.22 ₹4.8 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 21.75 | cum | 526.77 ₹11,457.25 | 496.07 ₹10,789.52 |
| 1.00 | OD401103/2025-2026: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 | 1.08 | sqm | 6,421.84 ₹6,935.59 | 6,047.63 ₹6,531.44 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
2 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
GENERAL-BUDGET-(SI NO-1724)-2025-26- P A T T A M B I C O N S T I T U E N C Y - RENNOVATION OF ROADS IN VARIOUS PANCHAYATH-NILA PARAMBU ROAD-
2026_LSGD_839342_10
19/ET/EE/2025-26 DT 21/2/26
Open Tender
Civil Works - Roads
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
5 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
NILA PARAMBU ROAD
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
4.1.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
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)
3.14:Construction of Subgrade and Earthen Shoulders 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.
OD401103/2025-2026: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
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