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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC ADIMALI G P | ₹4.2 L | 1 | Accepted-AOC Re tender |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L1 |
|---|---|---|---|---|
| 1.00Maintenance | ||||
| 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. | 120.8 | sqm | 16.01 ₹1,934.01 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 6.69 | cum | 66.84 ₹447.03 |
| 1.00 | 3.16:Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 | 300.9 | sqm | 3.09 ₹929.78 |
| 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. | 6.58 | cum | 2,484.07 ₹16,345.18 |
| 1.00 | OD297829/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness , minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness , then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc; complete ( Labour & Material observed from 55.23 of MORTH data) | 300.9 | sqm | 1,092.11 ₹3.3 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) | 7.93 | cum | 9,186.73 ₹72,869.14 |
| 1.01 | OD297830/2025-2026:providing and fixing good quality granite name board of size 0.60X0.30 m with lettering ,including of all cost,conveyance labour charges etc. Complete. | 1 | each | 2,253.4 ₹2,253.40 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
28 Feb 2026, 11:00 amClosed
Assistant engineer
Lsgd,konnathadi
Annual Plan-Muniyara Churali Road ward 04- in ward 04 project no 225-General Civil Work
2026_LSGD_837597_1
78563/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Konnathadi gp
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,585
Yes
17 Apr 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.16:Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
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.
OD297829/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness , minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness , then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc; complete ( Labour & Material observed from 55.23 of MORTH data)
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)
OD297830/2025-2026:providing and fixing good quality granite name board of size 0.60X0.30 m with lettering ,including of all cost,conveyance labour charges etc. Complete.
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