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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 LAccepted-AOC | ₹1.8 L | 1 | Accepted-AOC 1 |
| 2 | 2₹1.9 LRejected-AOC | ₹1.9 L | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | KAMAL P A M L1 | MUHAMMED NAJEEB L2 |
|---|---|---|---|---|---|
| 1.00Drain | |||||
| 1.00 | OD157345/2024-2025:Man coolie | 12 | no | 970.4 ₹11,644.80 | 988.71 ₹11,864.52 |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 3.3 | cum | 38.41 ₹126.75 | 39.13 ₹129.13 |
| 1.00 | 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) | 0.82 | cum | 8,456.3 ₹6,976.45 | 8,615.86 ₹7,108.08 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.3 | cum | 8,074.33 ₹34,751.92 | 8,226.68 ₹35,407.63 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.2 | cum | 9,104.21 ₹20,056.57 | 9,275.99 ₹20,435.01 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | 93,260.09 ₹23,688.06 | 95,019.71 ₹24,135.01 |
| 1.01 | OD157360/2024-2025:Taking out Existing C C Interlocking paver blocks from Foot path/central Verge Including Removal of Rubbish etc, Disposal of unserviceable material to the Dumping ground for Which payment Shall be made Separately and Stacking of Serviceable material within 50 mtr lead as per the direction of Engineer in Charge | 116 | sqm | 121.3 ₹14,070.80 | 123.59 ₹14,336.44 |
| 1.01 | OD157361/2024-2025: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 ( Rate for road width less than 2.40 m after deducting roller consolidation) | 5.81 | cum | 2,948.72 ₹17,140.91 | 3,004.36 ₹17,464.34 |
| 1.01 | OD157362/2024-2025:Providing and laying of Interlocking Concrete block Pavements using 60/80 mm Departmental paver blocks laid in Required pattern over and including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness etc all Complete as per the Direction of Engineer in Charge Unit- Sqm Taking out put-10 Sqm | 77.5 | sqm | 273.76 ₹21,216.40 | 278.93 ₹21,617.08 |
Tender Value
₹1.7 L
EMD Value
₹4,286
Closing Date
5 Nov 2024, 5:00 pmClosed
ASSISTANT ENGINEER
KALAMASSERY MUNICIPALITY
531/24-25 Ward 35-Drain maintenance at Muttayil road (Koonamthai road bylane)
2024_LSGD_700116_1
SO/531/25
Open Tender
Civil Works - Roads
180 days
KALAMASSERY MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,286
Yes
5 May 2026
29 Oct 2024
7 Nov 2024
29 Oct 2024
5 Nov 2024
29 Oct 2024
Amount
Drain
OD157345/2024-2025:Man coolie
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD157360/2024-2025:Taking out Existing C C Interlocking paver blocks from Foot path/central Verge Including Removal of Rubbish etc, Disposal of unserviceable material to the Dumping ground for Which payment Shall be made Separately and Stacking of Serviceable material within 50 mtr lead as per the direction of Engineer in Charge
OD157361/2024-2025: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 ( Rate for road width less than 2.40 m after deducting roller consolidation)
OD157362/2024-2025:Providing and laying of Interlocking Concrete block Pavements using 60/80 mm Departmental paver blocks laid in Required pattern over and including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness etc all Complete as per the Direction of Engineer in Charge Unit- Sqm Taking out put-10 Sqm
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)
MUHAMMED NAJEEB (BID ID -1965566)
Bidder Name
KAMAL P A M
MUHAMMED NAJEEB
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