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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.2 LAccepted-AOC | 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 | ABDUL JALEEL P S L3 | MUHAMMED ALI P.S. L2 | MUHAMMED SHAFI P.A. L1 |
|---|---|---|---|---|---|---|
| 1.00KHADEEJA MANSIL MALA ROAD INTERLOCK | ||||||
| 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. | 1,032 | sqm | 15.47 ₹15,965.04 | 15.09 ₹15,572.88 | 14.9 ₹15,376.8 Lowest |
| 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. | 62.5 | cum | 64.61 ₹4,038.13 | 63.03 ₹3,939.38 | 62.24 ₹3,890 Lowest |
| 1.00 | 6.1.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 | 87 | cum | 3,226.72 ₹2,80,724.64 | 3,147.95 ₹2,73,871.65 | 3,108.23 ₹2,70,416.01 Lowest |
| 1.00 | OD447703/2025-2026: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. (Morth 55.22) | 1,000 | sqm | 1,193.9 ₹11,93,900 | 1,164.75 ₹11,64,750 | 1,150.05 ₹11,50,050 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 52.1 | cum | 9,236.05 ₹4,81,198.21 | 9,010.57 ₹4,69,450.7 | 8,896.88 ₹4,63,527.45 Lowest |
| 1.01 | OD447702/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 11.61 | cum | 915.98 ₹10,634.53 | 893.62 ₹10,374.93 | 882.34 ₹10,243.97 Lowest |
| 1.01 | OD447704/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 4,241.08 ₹4,241.08 | 4,137.54 ₹4,137.54 | 4,085.34 ₹4,085.34 Lowest |
Tender Value
₹20.6 L
EMD Value
₹50,000
Closing Date
27 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
LAC-ADS-THRITHALA LAC-2024-25- KHADEEJA MANASIL MALA ROAD INTERLOCKING IN CHALISSERY GP
2026_LSGD_847299_12
22/ET/EE/2025-26 DT-12.03.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Jun 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KHADEEJA MANSIL MALA ROAD INTERLOCK | |||||
| 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 | 3.5.2: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. | - | cum | - | - |
| 1.003 | 6.1.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 | - | - |
| 1.004 | OD447703/2025-2026: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. (Morth 55.22) | - | sqm | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | OD447702/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 1 | cum | - | - |
| 1.007 | OD447704/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | - | each | - | - |
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