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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | ₹5.7 L | L1 | Accepted-AOC Lowestbidderagreementexecuted |
| 2 | L2₹5.9 LRejected-AOC | ₹5.9 L | L2 | Rejected-AOC secondlowestHencerejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 Third lowest bidder.Hence rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 fourth lowest bidder.Hence rejected |
| Sl No | Description | Qty | Unit | FAIZAL V P L3 | MUHAMMED ALI P.S. L4 | SUHAIB A T L2 | ARJUN C AJITH L1 |
|---|---|---|---|---|---|---|---|
| 1.00Restoration work | |||||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 109.44 | cum | 54.5 ₹5,964.48 | 54.74 ₹5,990.75 | 60.86 ₹6,660.52 | 47.29 ₹5,175.42 |
| 1.00 | 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method | 54.72 | cum | 3,052.1 ₹1.7 L | 3,059.51 ₹1.7 L | 2,715.66 ₹1.5 L | 2,642.8 ₹1.4 L |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 54.72 | cum | 6,338 ₹3.5 L | 6,354.16 ₹3.5 L | 5,649.92 ₹3.1 L | 5,488.71 ₹3.0 L |
| 1.00 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 18.24 | cum | 7,600.23 ₹1.4 L | 7,629.7 ₹1.4 L | 6,836.69 ₹1.2 L | 6,590.53 ₹1.2 L |
Tender Value
₹7.6 L
EMD Value
₹19,037
Closing Date
18 May 2026, 5:00 pmClosed
Assistant Executive Engineer
PWD Roads Sub Division Shornur
DEPOSIT-Restoration works to Shornur Kavalappara Road B/w km 04/200 and 04/760- in Shornur LAC-General Civil Work-1
2026_PWD_849742_1
PWD/RB/288/2026-2027
Open Tender
Civil Works - Roads
120 days
Shornur Kavalappara road
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,680
Yes
₹19,037
Yes
12 Jun 2026
8 May 2026
21 May 2026
8 May 2026
18 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Restoration work | ||||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
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