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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹10.1 LRejected-AOC NELLIKUZHY GRAMA PANCHAYATH | WAYANAD | KERALA | 670644 | ₹10.1 L | L2 | Rejected-AOC 2 LOWEST |
| 3 | L3₹10.6 LRejected-AOC | ₹10.6 L | L3 | Rejected-AOC 3 LOWEST |
| Sl No | Description | Qty | Unit | A R CHERIYAN L3 | antony devassy L2 | V M MUHAMMED L1 |
|---|---|---|---|---|---|---|
| 1.00SWANTHWANAM SCHOOL ROAD MAINTENANCE | ||||||
| 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. | 225 | sqm | 16.81 ₹3,782.25 | 16.01 ₹3,602.25 | 15.03 ₹3,381.75 |
| 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 | 18.75 | cum | 3,504.77 ₹65,714.44 | 3,337.88 ₹62,585.25 | 3,134.26 ₹58,767.38 |
| 1.00 | OD30649/2025-2026:Providing and laying of Interlocking Concrete block Pavements using 80mm M40 grade
hydraulic blocks of approved size, design & shape, laid in required pattern over a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc all complete as per the
direction of Engineer-in-charge. | 187.5 | per sqm | 1,247.62 ₹2.3 L | 1,188.21 ₹2.2 L | 1,115.72 ₹2.1 L |
| 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) | 3.83 | cum | 9,646.07 ₹36,896.22 | 9,186.73 ₹35,139.24 | 8,626.33 ₹32,995.71 |
| 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) | 0.38 | cum | 10,041.94 ₹3,765.73 | 9,563.75 ₹3,586.41 | 8,980.36 ₹3,367.64 |
| 2.00SWANTHWANAM SIDE WALL maintenance | ||||||
| 2.00 | 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 | 8.57 | cum | 463.58 ₹3,971.95 | 441.5 ₹3,782.77 | 414.56 ₹3,551.95 |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.16 | cum | 9,451.53 ₹20,415.30 | 9,001.46 ₹19,443.15 | 8,452.37 ₹18,257.12 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.32 | tonne | 1,05,459.18 ₹2.4 L | 1,00,437.31 ₹2.3 L | 94,310.63 ₹2.2 L |
Tender Value
₹10.1 L
EMD Value
₹25,212
Closing Date
27 Feb 2026, 11:00 amClosed
Assistant Engineer
Muncipal office kothamangalam
GENERAL-ANNUAL PROJECT 2025-26- PROJECT NO 111/26 SWANTHANAM SPECIAL SCHOOL BHAAGAM RETARRING KAIMALAKKADAVU ROAD RETARRING MAINTENANCE SIDE PROTECTION RAMALLOOR BLOCK OFFICE ROAD IN WARD 2-General Civil Work
2026_LSGD_838062_3
PW1-15352/22
Open Tender
Civil Works - Roads
180 days
Kothamangalam
please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹25,212
25 May 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
27 Feb 2026
21 Feb 2026
SWANTHWANAM SCHOOL ROAD MAINTENANCE
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.
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
OD30649/2025-2026:Providing and laying of Interlocking Concrete block Pavements using 80mm M40 grade hydraulic blocks of approved size, design & shape, laid in required pattern over a compacted bed of 6mm stone aggregate of 50mm average thickness, etc all 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)
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)
SWANTHWANAM SIDE WALL maintenance
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
KAIMALAKKADAVU ROAD SIDE WALL MAINTENANCE
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
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