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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹73.9 LAccepted-AOC | ₹73.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹73.9 L+₹3,415.88 (0.05%)Rejected-Finance | ₹73.9 L+₹3,415.88 (0.05%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L3 | T. MUHAMMED SADATHALI L5 | MK CONSTRUCTIONS CO L2 | MOHAMMED MUSTHAFA P. L4 | SAIFUDHEEN P L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00PURAMATHRA PALLIYALILL THODI ROAD NAVEEKARANAM | ||||||||
| 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. | 975 | sqm | 14.35 ₹13,991.25 | 15.76 ₹15,366 | 13.97 ₹13,620.75 Lowest | 14.6 ₹14,235 | 13.97 ₹13,620.75 Lowest |
| 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 | 27.23 | cum | 395.98 ₹10,780.56 | 434.87 ₹11,839.34 | 385.25 ₹10,488.43 Lowest | 402.82 ₹10,966.77 | 385.42 ₹10,493.06 |
| 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 | 134.06 | cum | 2,993.74 ₹4,01,349.77 | 3,287.81 ₹4,40,773.67 | 2,912.63 ₹3,90,475.92 | 3,045.48 ₹4,08,286.19 | 2,911.29 ₹3,90,296.27 Lowest |
| 1.00 | OD339144/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 990 | sqm | 1,151 ₹11,39,490 | 1,264.07 ₹12,51,429.3 | 1,119.83 ₹11,08,631.7 | 1,170.9 ₹11,59,191 | 1,119.31 ₹11,08,116.9 Lowest |
| 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) | 38.25 | cum | 8,577.72 ₹3,28,097.79 | 9,420.29 ₹3,60,326.09 | 8,345.33 ₹3,19,208.87 | 8,725.96 ₹3,33,767.97 | 8,341.5 ₹3,19,062.38 Lowest |
| 1.01 | OD329435/2025-2026: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 | 7,110.8 ₹6,399.72 | 7,809.27 ₹7,028.34 | 6,918.15 ₹6,226.34 | 7,233.68 ₹6,510.31 | 6,907.2 ₹6,216.48 Lowest |
| 2.00MELETHILL ROAD | ||||||||
| 2.00 | 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. | 693 | sqm | 14.35 ₹9,944.55 | 15.76 ₹10,921.68 | 13.97 ₹9,681.21 Lowest | 14.6 ₹10,117.8 | 13.97 ₹9,681.21 Lowest |
| 2.00 | 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 | 69.3 | cum | 2,993.74 ₹2,07,466.18 | 3,287.81 ₹2,27,845.23 | 2,912.63 ₹2,01,845.26 | 3,045.48 ₹2,11,051.76 | 2,911.29 ₹2,01,752.4 Lowest |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
GENERAL-BUDGET-(SI NO-62)-2025-26- P A T T A M B I C O N S T I T U E N C Y VAROIUS 5 ROADS
2026_LSGD_839342_17
19/ET/EE/2025-26 DT 21/2/26
Open Tender
Civil Works - Roads
Item Rate
240 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jul 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PURAMATHRA PALLIYALILL THODI ROAD NAVEEKARANAM | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | OD339144/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD329435/2025-2026: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 | - | sqm | - | - |
| 2MELETHILL ROAD | |||||
| 2.001 | 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. | - | sqm | - | - |
| 2.002 | 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 | 1 | cum | - | - |
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