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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.4 L+₹9,742.50 (4.31%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Mohamed Fazal L4 | MOHAMMED BASHEER K K L1 | Mohammed Ansad PP L3 | HIBA SULTHANA P L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Retarring | |||||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 5.16 | cum | 787 ₹4,060.92 | 669.68 ₹3,455.55 Lowest | 741 ₹3,823.56 | 698.52 ₹3,604.36 |
| 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. | 150.5 | sqm | 18 ₹2,709 | 13.24 ₹1,992.62 Lowest | 14 ₹2,107 | 13.82 ₹2,079.91 |
| 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. | 7.74 | cum | 67.97 ₹526.09 | 59.27 ₹458.75 Lowest | 63 ₹487.62 | 61.82 ₹478.49 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 18.92 | cum | 3,457.63 ₹65,418.36 | 2,772.41 ₹52,454 Lowest | 3,067 ₹58,027.64 | 2,891.8 ₹54,712.86 |
| 1.00 | OD129466/2025-2026:[OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 150.5 | sqm | 1,027.88 ₹1,54,695.94 | 893.45 ₹1,34,464.23 Lowest | 991 ₹1,49,145.5 | 931.92 ₹1,40,253.96 |
| 1.01 | OD140472/2025-2026: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) | 4.39 | cum | 8,997.21 ₹39,479.76 | 7,610.4 ₹33,394.44 Lowest | 8,117 ₹35,617.4 | 7,938.13 ₹34,832.51 |
Tender Value
₹2.5 L
EMD Value
₹6,277
Closing Date
14 Aug 2025, 2:00 pmClosed
AE LSGD ARNAGAR GP
THE ASSISTANT ENGINEER LID EW SECTION A R NAGAR GP 676305
ANNUAL PLAN -ABDURAHIMAN NAGAR GP PROJ NO 462 26 CHENDAPURAYA AZAD NAGAR ROAD IMPROVEMENT
2025_LSGD_782818_23
02A/AE/ARNR/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
AR NAGAR
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
₹6,277
6 Nov 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
14 Aug 2025
7 Aug 2025
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