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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹3.3 L+₹62.42 (0.02%)Rejected-AOC | ₹3.3 L+₹62.42 (0.02%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹3.4 L+₹8,515.59 (2.58%)Rejected-Finance | ₹3.4 L+₹8,515.59 (2.58%) | L3 | Rejected-Finance Kept in abeyance |
| 4 | L4₹3.5 L+₹18,190.16 (5.52%)Rejected-Finance | ₹3.5 L+₹18,190.16 (5.52%) | L4 | Rejected-Finance Kept in abeyance |
| Sl No | Description | Qty | Unit | HASSAINAR P L1 | MOHAMMED ISMAIL C H L4 | ABDUL HARIS L2 | MOHAMMED SIYAB T M L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD 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. | 307.5 | sqm | 11.75 ₹3,613.13 | 12.39 ₹3,809.93 | 11.7 ₹3,597.75 Lowest | 12.05 ₹3,705.38 |
| 1.00 | OD492935/2025-2026: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 departmental 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. | 15.38 | cum | 149.34 ₹2,296.1 | 156.3 ₹2,403.11 | 149 ₹2,290.88 Lowest | 151.95 ₹2,336.23 |
| 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) | 46.12 | cum | 7,016.76 ₹3,23,648.06 Lowest | 7,404.54 ₹3,41,534.41 | 7,018.56 ₹3,23,731.08 | 7,198.51 ₹3,32,031.27 |
Tender Value
₹4.2 L
EMD Value
₹10,563
Closing Date
6 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID_EW Section, Enmakaje GP
ANNUAL PLAN ENMAKAJE GP 2025-26 PRO.NO 358/26 PERLA GOLIYADI ROAD IMPROVEMENT PHASE 2
2026_LSGD_841313_11
06/2025/AE/EMJ/PHASE6
Open Tender
Civil Works - Roads
Item Rate
180 days
ENMAKAJE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,563
Yes
8 Jun 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
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.
OD492935/2025-2026: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 departmental 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.
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)
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