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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.0 L+₹21,933.70 (7.77%)Admitted-Fee/PreQual/Technical/Finance ACHARATH HOUSE KALLADIKODE | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.1 L+₹24,693.17 (8.74%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.1 L+₹27,525.96 (9.75%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.1 L+₹30,955.66 (11.0%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V A ABDUL MUTHALIF L1 | SUDHEESH U L3 | A SUGUNANUNNI L2 | Rajeesh R L5 | BASHEER CM L4 | SHAMSUDHEEN .T.U L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road - Concrete | |||||||||
| 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. | 228 | sqm | 10.68 ₹2,435.04 Lowest | 11.61 ₹2,647.08 | 11.5 ₹2,622 | 11.85 ₹2,701.8 | 11.72 ₹2,672.16 | 11.99 ₹2,733.72 |
| 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 | 22.8 | cum | 2,226.37 ₹50,761.24 Lowest | 2,419.96 ₹55,175.09 | 2,399.26 ₹54,703.13 | 2,470.36 ₹56,324.21 | 2,443.33 ₹55,707.92 | 2,500.07 ₹57,001.6 |
| 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) | 34.2 | cum | 6,379.02 ₹2,18,162.48 Lowest | 6,933.72 ₹2,37,133.22 | 6,874.42 ₹2,35,105.16 | 7,078.13 ₹2,42,072.05 | 7,000.67 ₹2,39,422.91 | 7,163.25 ₹2,44,983.15 |
| 1.00 | OD143501/2026-2027:(DAR- 51.2.3) Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade Details of cost for 300 cum | 14.59 | cum | 631.96 ₹9,221.56 Lowest | 695.96 ₹10,155.45 | 681.09 ₹9,938.47 | 701.27 ₹10,232.93 | 693.6 ₹10,121.01 | 709.71 ₹10,356.09 |
| 1.00 | OD143467/2026-2027:Name board (MORD):Supplying and providing readymade GI name board withallconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm
post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat ofenamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 1,870.44 ₹1,870.44 Lowest | 2,033.09 ₹2,033.09 | 2,015.7 ₹2,015.7 | 2,075.43 ₹2,075.43 | 2,052.72 ₹2,052.72 | 2,100.39 ₹2,100.39 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
19 Sept 2026, 4:00 pmClosed
Assistant engineer
Assistant engineer,Office of the Assistant Executive Engineer, Palakkad Block panchayath
Annual Plan-2026-27- Palakkad Block Panchayath- (Project 21/26-27) Maramparambu Road Mankara Grama Panchayath- Plan SCP-General Civil Work
2026_LSGD_868289_10
ET2/AE/LSGD/PKDBP/2026-27
Open Tender
Civil Works - Roads
Item Rate
Palakkad Block panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,587
Yes
28 Sept 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road - Concrete | |||||
| 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. | 228 | sqm | - | - |
| 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 | 22.8 | 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) | 34.2 | cum | - | - |
| 1.004 | OD143501/2026-2027:(DAR- 51.2.3) Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade Details of cost for 300 cum | 14.59 | cum | - | - |
| 1.005 | OD143467/2026-2027:Name board (MORD):Supplying and providing readymade GI name board withallconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm
post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat ofenamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | - | - |
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