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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC | ₹14.6 L | L1 | Accepted-AOC SITE HAND OVER |
| Sl No | Description | Qty | Unit | C K AHAMED KABEER L1 |
|---|---|---|---|---|
| 1.00road | ||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 1,084.5 | sqm | 43 ₹46,633.50 |
| 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 | 32.3 | cum | 40 ₹1,292 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 52.98 | cum | 2,200 ₹1.2 L |
| 1.00 | OD25484/2025-2026:providing and laying of departmental interlocking concrete block pavement having thickness 80 mm as per drawings and technical specification clause 1504 .Bedding with 6 mm aggregate and filling joint with sand. Sand as per table 1500.5 .
Bed =60.00x3.75x0.03=6.75 cum
Joints =60x0.08x0.1=0.48 | 1,772.7 | sqm | 240 ₹4.3 L |
| 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) | 21 | cum | 7,000 ₹1.5 L |
| 1.01 | 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 | 9.6 | cum | 7,000 ₹67,200 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.96 | tonne | 1,05,000 ₹1.0 L |
| 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) | 41.19 | cum | 8,500 ₹3.5 L |
| 1.01 | 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) | 23.85 | cum | 8,500 ₹2.0 L |
Tender Value
Refer Docs
EMD Value
₹36,849
Closing Date
3 Oct 2025, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
Annual Plan-Thalassery Municipality - Project No. 323/2025-26 -Logans Road Approach Road Maintenance in Thalassery Municipality
2025_LSGD_777382_40
E1-633/2025
Open Tender
Civil Works - Roads
180 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹36,849
Yes
22 May 2026
26 Sept 2025
4 Oct 2025
26 Sept 2025
3 Oct 2025
26 Sept 2025
Amount
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD25484/2025-2026:providing and laying of departmental interlocking concrete block pavement having thickness 80 mm as per drawings and technical specification clause 1504 .Bedding with 6 mm aggregate and filling joint with sand. Sand as per table 1500.5 . Bed =60.00x3.75x0.03=6.75 cum Joints =60x0.08x0.1=0.48
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
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)
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)
Bidder Name
C K AHAMED KABEER
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