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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.4 L+₹1,055.12 (0.31%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹1,055.12 (0.31%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹4,446.44 (1.31%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹4,446.44 (1.31%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.5 L+₹8,002.86 (2.36%)Admitted-Fee/PreQual/Technical/Finance KOICKAL H POICKATTUSSERY CHENGAMANADU KERALA | ERNAKULAM | KERALA | 683572 | ₹3.5 L+₹8,002.86 (2.36%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.6 L+₹18,046.16 (5.31%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹18,046.16 (5.31%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L7 | ITTEERA K.I. L4 | T.V POULOSE L6 | Cinto M.A L5 | PROPRIETORSHIP L2 | K.D DEVASSYKUTTY L8 | Jinson Poulose L3 | MARTIN P STEEPHAN L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00irish | |||||||||||
| 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 | 46.36 | cum | 381.89 ₹17,704.42 | 362.65 ₹16,812.45 | 350 ₹16,226 Lowest | 355 ₹16,457.8 | 355.4 ₹16,476.34 | 397.39 ₹18,423 | 358.94 ₹16,640.46 | 354.3 ₹16,425.35 |
| 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 | 4 | cum | 2,887.23 ₹11,548.92 | 2,741.73 ₹10,966.92 | 2,900 ₹11,600 | 2,837 ₹11,348 | 2,686.96 ₹10,747.84 | 3,004.43 ₹12,017.72 | 2,713.7 ₹10,854.8 | 2,678.65 ₹10,714.6 Lowest |
| 1.00 | OD140540/2026-2027:Providing plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 laid to required slope and camber in panels @ 3m c/c) as required including compaction using needle vibrator finishing and tamping etc. complete. Max. size of cooourse aggregate not exceeding 25mm mixed in concrete mixer etc. complete as per specification. (i) Nominal mix (1:2:4) modified 75.8.1 | 42.36 | cum | 7,954.38 ₹3,36,947.54 | 7,553.53 ₹3,19,967.53 | 7,895 ₹3,34,432.2 | 7,790 ₹3,29,984.4 | 7,402.62 ₹3,13,574.98 | 8,277.25 ₹3,50,624.31 | 7,476.28 ₹3,16,695.22 | 7,379.7 ₹3,12,604.09 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
15 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o The Assistant Executive Engineer LSGD Sub Division Parakkadavu Block Panchayath
Annual Plan-PKD BP 175/2026-27-ACHANS ROAD RENOVATION IN WARD NO OF NEDUMBASSERY GP-General Civil Work
2026_LSGD_868259_1
1/26-27
Open Tender
Civil Works - Others
Item Rate
LSGD Sub Division Parakkadavu Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
17 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1irish | |||||
| 1.001 | 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 | 46.36 | cum | - | - |
| 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 | 4 | cum | - | - |
| 1.003 | OD140540/2026-2027:Providing plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 laid to required slope and camber in panels @ 3m c/c) as required including compaction using needle vibrator finishing and tamping etc. complete. Max. size of cooourse aggregate not exceeding 25mm mixed in concrete mixer etc. complete as per specification. (i) Nominal mix (1:2:4) modified 75.8.1 | 42.36 | cum | - | - |
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