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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹6.3 L+₹73,874.96 (13.3%)Rejected-AOC | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | ANISH C P L2 | salam aboobacker L1 |
|---|---|---|---|---|---|
| 1.00INTER LOCK TILE PAVING | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 179.01 | cum | 410.15 ₹73,420.95 | 361.99 ₹64,799.83 Lowest |
| 1.00 | OD57096/2025-2026:Taking out existing cc interlocking paver blocks from footpath/central verge including removal of rubbish etc disposal of unservicebale material to the dumping ground for which payment shall be made separately and stacking of serviceble material within 50 meter lead as per direction of engineer in charge | 596.7 | sqm | 131.84 ₹78,668.93 | 116.36 ₹69,432.01 Lowest |
| 1.00 | OD57099/2025-2026:Interlocking Concrete Block Pavement Providing and laying of Interlocking Concrete Block
Pavements Having Thickness 80 mm as per Drawings and Technical Specification Clause | 179.01 | sqm | 971.12 ₹1,73,840.19 | 857.11 ₹1,53,431.26 Lowest |
| 1.00 | OD57100/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT
PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone
aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge. | 417.69 | sqm | 274.22 ₹1,14,538.95 | 242.02 ₹1,01,089.33 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 59.67 | cum | 3,100.52 ₹1,85,008.03 | 2,736.73 ₹1,63,300.68 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.45 | cum | 8,534.47 ₹3,840.51 | 7,532.2 ₹3,389.49 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,937
Closing Date
13 Jun 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
SO448/26-Interlock tile paving at pipeline forth cross road balance portion in ward 27
2025_LSGD_768187_9
LIDEW/AEE/ET/4/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,937
Yes
9 Aug 2025
7 Jun 2025
16 Jun 2025
7 Jun 2025
13 Jun 2025
7 Jun 2025
Amount
INTER LOCK TILE PAVING
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD57096/2025-2026:Taking out existing cc interlocking paver blocks from footpath/central verge including removal of rubbish etc disposal of unservicebale material to the dumping ground for which payment shall be made separately and stacking of serviceble material within 50 meter lead as per direction of engineer in charge
OD57099/2025-2026:Interlocking Concrete Block Pavement Providing and laying of Interlocking Concrete Block Pavements Having Thickness 80 mm as per Drawings and Technical Specification Clause
OD57100/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
ANISH C P (BID ID -2224357)
Bidder Name
ANISH C P
salam aboobacker
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