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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L1 | Accepted-AOC agreement executed |
| Sl No | Description | Qty | Unit | BIJU.O.P L1 |
|---|---|---|---|---|
| 1.00Drain and road | ||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 57 | sqm | 16.01 ₹912.57 Lowest |
| 1.00 | OD20879/2026-2027:Construction of granular sub-base by providing local material spreading in uniform
layers on prepared surface and compacting by ramming to achieve the desired density complete. (ii) Using
Gravel mix soil/Quarry muck | 30 | cum | 1,822.7 ₹54,681 Lowest |
| 1.00 | OD27086/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, 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 Engineerin- charge. | 259.3 | sqm | 1,188.21 ₹3,08,102.85 Lowest |
| 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) | 4.69 | cum | 9,186.73 ₹43,076.58 Lowest |
| 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 | 1.6 | cum | 441.5 ₹706.4 Lowest |
| 1.01 | OD27100/2026-2027: Dry rubble masonry with good quality blasted rubble including conveyance of material and
labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1 | 3.02 | cum | 4,160.22 ₹12,580.51 Lowest |
| 1.01 | 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) | 0.18 | cum | 9,554.21 ₹1,719.76 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.01 | tonne | 1,00,437.21 ₹1,406.12 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
18 Jun 2026, 9:00 amClosed
assistant engineer lsgd vadakkekkara gp
assistant engineer lsgd vadakkekkara gp
road maintenance
2026_LSGD_853537_2
01/AE/LSGD/VDK/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
vadakkekkara gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,580
Yes
1 Jul 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain and road | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | sqm | - | - |
| 1.002 | OD20879/2026-2027:Construction of granular sub-base by providing local material spreading in uniform
layers on prepared surface and compacting by ramming to achieve the desired density complete. (ii) Using
Gravel mix soil/Quarry muck | - | cum | - | - |
| 1.003 | OD27086/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, 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 Engineerin- charge. | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | OD27100/2026-2027: Dry rubble masonry with good quality blasted rubble including conveyance of material and
labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1 | - | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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