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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.7 L+₹14,332.50 (0.63%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MISHEL KRISHNA E U L1 | EDACHALIL CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation (Restoration) | |||||
| 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 | 85.5 | cum | 392.48 ₹33,557.04 Lowest | 392.48 ₹33,557.04 Lowest |
| 1.00 | OD216620/2025-2026:Carriage of departmental cut earth from one site to other site or to stacking yard by
means of tipper of 5.50cum capacity including all cost of labour, machineries, loading,
unloading, and stacking/ spreading charges as per the direction of Engineer at site | 85.5 | cum | 169.6 ₹14,500.8 Lowest | 169.6 ₹14,500.8 Lowest |
| 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. <br>(ii) Using Gravel mix soil. | 48.43 | cum | 2,208.34 ₹1,06,949.91 Lowest | 2,208.34 ₹1,06,949.91 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> 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. | 1,514.5 | sqm | 45.36 ₹68,697.72 Lowest | 45.36 ₹68,697.72 Lowest |
| 1.00 | OD280105/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23) | 57.57 | sqm | 1,055 ₹60,736.35 Lowest | 1,055 ₹60,736.35 Lowest |
| 1.01 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 144 | cum | 3,334.33 ₹4,80,143.52 Lowest | 3,334.33 ₹4,80,143.52 Lowest |
| 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) | 20.13 | cum | 8,167.01 ₹1,64,401.91 Lowest | 8,167.01 ₹1,64,401.91 Lowest |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 268.76 | sqm | 371.9 ₹99,952.22 Lowest | 371.9 ₹99,952.22 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,395 | sqm | 71.46 ₹99,686.7 Lowest | 71.46 ₹99,686.7 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
20 Sept 2025, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION, KPLM GP
KAIPAMANGALAM GP 2025-26 PROJECT NO 219/26 RESTORATION RENOVATION OF VARIOUS ROADS IN WARD 7
2025_LSGD_795667_13
ET3/AE/LSGD/KPLM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
26 Oct 2025
10 Sept 2025
20 Sept 2025
10 Sept 2025
20 Sept 2025
10 Sept 2025
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finance_1316440.pdf
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