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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.4 LAccepted-AOC PARAMBIL HOUSE KONDURKKARA P O | ₹10.4 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | FAHAD P.K. L1 | AMEERALI P L2 | ABDUL JALEEL P S L3 |
|---|---|---|---|---|---|---|
| 1.00THAZEPURAM MES ROAD | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 63 | cum | 54.89 ₹3,458.07 | 56.98 ₹3,589.74 | 61.7 ₹3,887.10 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 30.24 | cum | 362.6 ₹10,965.02 | 376.42 ₹11,382.94 | 407.54 ₹12,324.01 |
| 1.00 | OD401716/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc.complete as per direction of Departmental officers at site | 51.84 | cum | 3,416.78 ₹1.8 L | 3,547 ₹1.8 L | 3,840.29 ₹2.0 L |
| 1.00 | 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) | 5.4 | cum | 7,814.25 ₹42,196.95 | 8,112.05 ₹43,805.07 | 8,782.82 ₹47,427.23 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | 82,489.16 ₹17,817.66 | 85,632.9 ₹18,496.71 | 92,713.68 ₹20,026.15 |
| 1.01 | 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. | 21.75 | cum | 534.12 ₹11,617.11 | 554.48 ₹12,059.94 | 600.32 ₹13,056.96 |
| 1.01 | 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 | 95.55 | cum | 2,741.4 ₹2.6 L | 2,845.88 ₹2.7 L | 3,081.19 ₹2.9 L |
| 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) | 65.25 | cum | 7,854.7 ₹5.1 L | 8,154.05 ₹5.3 L | 8,828.29 ₹5.8 L |
| 1.01 | OD401717/2025-2026: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 | 0.9 | sqm | 6,511.43 ₹5,860.29 | 6,759.58 ₹6,083.62 | 7,318.52 ₹6,586.67 |
Tender Value
₹12.7 L
EMD Value
₹31,764
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-THAZEPURAM MES ROAD-
2026_LSGD_839342_12
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
₹2,760
Yes
₹31,764
Yes
3 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
THAZEPURAM MES ROAD
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD401716/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
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)
OD401717/2025-2026: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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