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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹17.9 LRejected-AOC | ₹17.9 L | L2 | Rejected-AOC 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical 3rd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical 4th Lowest |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L3 | AK THOUSEEF L2 | MUHAMMED UNAISE L1 | T D MOHAMMED NOUFAL L4 |
|---|---|---|---|---|---|---|---|
| 1.00Drainage | |||||||
| 1.00 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 388 | cum | 68.46 ₹26,562.48 | 66 ₹25,608 | 64.11 ₹24,874.68 | 1,125 ₹4.4 L |
| 1.00 | 4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 | 45 | cum | 3,272.43 ₹1.5 L | 2,850 ₹1.3 L | 3,064.68 ₹1.4 L | 7,303.5 ₹3.3 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. | 79 | cum | 6,179.02 ₹4.9 L | 5,860 ₹4.6 L | 5,786.75 ₹4.6 L | 18,000 ₹14.2 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 121.2 | cum | 7,152.38 ₹8.7 L | 6,800 ₹8.2 L | 6,698.32 ₹8.1 L | 18,254.25 ₹22.1 L |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 31.5 | cum | 7,768.64 ₹2.4 L | 7,400 ₹2.3 L | 7,275.45 ₹2.3 L | 19,806.75 ₹6.2 L |
| 1.01 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 1.08 | MT | 87,862.87 ₹94,979.76 | 82,500 ₹89,182.50 | 82,284.92 ₹88,950 | 2,21,229 ₹2.4 L |
| 1.01 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 340 | metre | 71.56 ₹24,330.40 | 70 ₹23,800 | 67.02 ₹22,786.80 | 220.5 ₹74,970 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
7 Feb 2026, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer PWD Roads Division Kasaragod
earthwork, CC 1 3 6, M15, M20, and steel reinforcement
2026_PWD_832491_1
D5-TD/39/E tender/2025-26
Open Tender
Civil Works - Roads
90 days
Majeswaram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,670
₹50,000
Yes
18 Mar 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
Drainage
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
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