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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 LRejected-AOC | ₹3.2 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | JAGANNATHA RAI L3 | ABDUL HARIS L1 | Mohammed Nuhman L4 | ABDUL KHADER T A L2 | MOHAMMED SIYAB T M L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00V M NAGAR ITI THAIVALAPPU ROAD CONCRETE | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 39.6 | cum | 49.5 ₹1,960.20 | 48.84 ₹1,934.06 | 50.44 ₹1,997.42 | 49.35 ₹1,954.26 | 52.34 ₹2,072.66 |
| 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. | 26.4 | cum | 1,793.28 ₹47,342.59 | 1,784.13 ₹47,101.03 | 1,842.58 ₹48,644.11 | 1,785.1 ₹47,126.64 | 1,896.16 ₹50,058.62 |
| 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) | 39.6 | cum | 6,900.7 ₹2.7 L | 6,865.61 ₹2.7 L | 7,090.54 ₹2.8 L | 6,869.22 ₹2.7 L | 7,296.58 ₹2.9 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3.52 | cum | 471.24 ₹1,658.76 | 468.54 ₹1,649.26 | 483.89 ₹1,703.29 | 469.09 ₹1,651.20 | 498.28 ₹1,753.95 |
Tender Value
₹4.2 L
EMD Value
₹10,568
Closing Date
20 Aug 2025, 1:00 pmClosed
ANIL KUMAR PV
LID EW SECTION BADIADKA GRAMA PANCHAYAT
Annual Plan-BADIADKA GP PROJ NO 121/26 V M NAGAR ITI THAIVALAPPU ROAD CONCRETE-WARD 17-General Civil Work
2025_LSGD_783751_10
03/2025-26/AE/LSGD/BDK
Open Tender
Civil Works - Roads
120 days
BADIADKA GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,568
Yes
10 Feb 2026
12 Aug 2025
21 Aug 2025
12 Aug 2025
20 Aug 2025
12 Aug 2025
Amount
V M NAGAR ITI THAIVALAPPU ROAD CONCRETE
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.
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.
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
ABDUL KHADER T A (BID ID -2297650)
JAGANNATHA RAI (BID ID -2297743)
Mohammed Nuhman (BID ID -2297673)
MOHAMMED SIYAB T M (BID ID -2296414)
Bidder Name
Mohammed Nuhman
JAGANNATHA RAI
ABDUL KHADER T A
ABDUL HARIS
MOHAMMED SIYAB T M
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