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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹13,119.85 (3.47%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.0 L+₹20,020.57 (5.29%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹4.0 L+₹22,900.94 (6.06%)Rejected-Finance ALUKKA MOOKKANNOOR | ERNAKULAM | KERALA | 680667 | L4 | Rejected-Finance L4 | |
| 5 | L5₹4.2 L+₹41,204.72 (10.9%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | P. RAMESAN L6 | K.M BABU L1 | Cinto M.A L3 | ELDO ALIAS L4 | MARTIN P STEEPHAN L5 | PBABY PV L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Basilica Road Bylane Block Pavement - Near Rajagiri Hospital, Ward 25 (PRO NO:100/2026)-AMC-General Civil Work | |||||||||
| 1.00 | OD82552/2025-2026:Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | 265.6 | sqm | 56.7 ₹15,059.52 | 50.6 ₹13,439.36 Lowest | 55 ₹14,608 | 53.73 ₹14,270.69 | 54.02 ₹14,347.71 | 52.42 ₹13,922.75 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 273.9 | cum | 14.6 ₹3,998.94 | 13 ₹3,560.7 Lowest | 13.71 ₹3,755.17 | 13.84 ₹3,790.78 | 77.63 ₹21,262.86 | 13.5 ₹3,697.65 |
| 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 | 27.39 | cum | 3,100 ₹84,909 | 2,710 ₹74,226.9 Lowest | 2,848.21 ₹78,012.47 | 2,873.91 ₹78,716.39 | 3,005.09 ₹82,309.42 | 2,803.82 ₹76,796.63 |
| 1.00 | OD82584/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the
direction of Engineer-in-charge | 257.3 | sqm | 1,100 ₹2,83,030 | 1,001 ₹2,57,557.3 Lowest | 1,053 ₹2,70,936.9 | 1,061.55 ₹2,73,136.82 | 1,045 ₹2,68,878.5 | 1,035.66 ₹2,66,475.32 |
| 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) | 3.93 | cum | 8,300 ₹32,643.9 | 7,459.6 ₹29,338.61 Lowest | 7,839.03 ₹30,830.9 | 7,909.77 ₹31,109.13 | 8,270.81 ₹32,529.1 | 7,716.85 ₹30,350.37 |
Tender Value
₹4.7 L
EMD Value
₹11,644
Closing Date
11 Jul 2025, 4:00 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-ANGAMALY MUNICIPALITY 2025-26 - Basilica Road Bylane Block Pavement - Near Rajagiri Hospital, Ward 25 (PRO NO 100/2026)-AMC-General Civil Work
2025_LSGD_774225_1
PW 15579/25
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,644
Yes
27 Sept 2025
4 Jul 2025
14 Jul 2025
4 Jul 2025
11 Jul 2025
4 Jul 2025
Amount
Basilica Road Bylane Block Pavement - Near Rajagiri Hospital, Ward 25 (PRO NO:100/2026)-AMC-General Civil Work
OD82552/2025-2026:Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
OD82584/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
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)
PBABY PV (BID ID -2247691)
Cinto M.A (BID ID -2247214)
ELDO ALIAS (BID ID -2247551)
MARTIN P STEEPHAN (BID ID -2247521)
P. RAMESAN (BID ID -2244195)
Bidder Name
Cinto M.A
P. RAMESAN
PBABY PV
K.M BABU
ELDO ALIAS
MARTIN P STEEPHAN
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