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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | BINU CHERIAN L1 |
|---|---|---|---|---|
| 1.00Road 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. | 286 | sqm | 16 ₹4,576 Lowest |
| 1.00 | OD368297/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M
- 40 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern | 281.2 | sqm | 1,133.96 ₹3,18,869.55 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) | 2.48 | cum | 9,186.73 ₹22,819.84 Lowest |
| 1.00 | OD374635/2025-2026:Demolishing Dry rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges | 3.6 | cum | 1,247.31 ₹4,490.32 Lowest |
| 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 | 16.96 | cum | 441.5 ₹7,490.05 Lowest |
| 1.01 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.05 | cum | 9,001.46 ₹9,415.53 Lowest |
| 1.01 | OD368295/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 22.23 | cum | 4,160.22 ₹92,481.69 Lowest |
| 1.01 | OD374680/2025-2026:DRY RUBBLE MASONRY _ Dry rubble with departmental stone without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 2.52 | cum | 1,787.53 ₹4,504.58 Lowest |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 2.61 | cum | 11,408.13 ₹29,775.22 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,670
Closing Date
3 Jan 2026, 2:00 pmClosed
SARITHA P GOPAL
O/O Assistant Engineer,LSGD Ayarkunnam
Pr No 357/25-26 Narivelippally Madathikavala Road Maintenance and Side protection wall ward 4
2025_LSGD_822183_1
AE/LIDEW/357/ARKM/25-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Ayarkunnam GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,670
Yes
30 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
3 Jan 2026
24 Dec 2025
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.
OD368297/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern
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)
OD374635/2025-2026:Demolishing Dry rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges
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
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
OD368295/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD374680/2025-2026:DRY RUBBLE MASONRY _ Dry rubble with departmental stone without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD368294/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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