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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1/1 dtd 27/10/2025 of KARADKA GP | |
| 2 | L2₹4.6 L+₹35,081.42 (8.17%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K M BHASKARAN L2 | Krishnayya Ballal L1 |
|---|---|---|---|---|---|
| 1.00KANAKKOD - EDATHODU KIRATHESHWARA ROAD IMPROVEMENT | |||||
| 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. | 258 | sqm | 13.76 ₹3,550.08 | 12.68 ₹3,271.44 Lowest |
| 1.00 | OD302612/2025-2026: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. . &lt;br&gt; (i) Using existing scarified material | 25.8 | cum | 91 ₹2,347.8 Lowest | 93 ₹2,399.4 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 24.87 | cum | 59 ₹1,467.33 | 54.08 ₹1,344.97 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 50.43 | cum | 8,223.27 ₹4,14,699.51 | 7,602 ₹3,83,368.86 Lowest |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 151 | sqm | 12.58 ₹1,899.58 | 10.99 ₹1,659.49 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 151 | sqm | 254.98 ₹38,501.98 | 235 ₹35,485 Lowest |
| 1.01 | 3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means | 65 | metre | 30.11 ₹1,957.15 | 27.89 ₹1,812.85 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,703
Closing Date
21 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER, KARADKKA GP
O/O ASSISTANT ENGINEER, KARADUKKA GP
PROJECT NO 125/25-26 KANAKKOD - EDATHODU KIRATHESHWARA ROAD IMPROVEMENT IN KARADKA G.P
2025_LSGD_809293_3
ET-03/2025/AE/LID EW/KRDK
Open Tender
Civil Works - Roads
Item Rate
180 days
KARADKKA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,703
Yes
1 Dec 2025
14 Oct 2025
23 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
14 Oct 2025 - 21 Oct 2025
Amount
KANAKKOD - EDATHODU KIRATHESHWARA ROAD IMPROVEMENT
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.
OD302612/2025-2026: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. . &lt;br&gt; (i) Using existing scarified material
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means
K M BHASKARAN (BID ID -2397030)
Bidder Name
K M BHASKARAN
Krishnayya Ballal
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