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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC | ₹4.5 L | 1 | Accepted-AOC LOW RATE |
| 2 | 2₹4.8 LRejected-Finance ELAVUMKUDI HOUSE MEPRATHUPADI | KOTTAYAM | KERALA | 686102 | ₹4.8 L | 2 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | Arun P L2 | NIZARUDHEEN P P L1 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION WORK | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 22.8 | cum | 48.47 ₹1,105.12 | 45 ₹1,026 |
| 1.00 | OD533007/2025-2026:DRY RUBBLE MASONRY with hard stone, foundation and superstructure including packing
to compactness to lines and levels, cost and conveyance of all materials labour charges etc.
complete as per approved drawing and relevant technical specifications | 87.6 | cum | 3,688.73 ₹3.2 L | 3,435 ₹3.0 L |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.23 | cum | 8,436.18 ₹27,206.68 | 7,795 ₹25,138.88 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | 89,054.42 ₹17,276.56 | 82,960 ₹16,094.24 |
| 2.00DRAINAGE | |||||
| 2.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 19.44 | cum | 48.47 ₹942.26 | 45 ₹874.80 |
| 2.00 | OD538343/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.2 | cum | 7,674.34 ₹9,209.21 | 7,150 ₹8,580 |
| 2.00 | OD537022/2025-2026:DRY RUBBLE MASONRY with hard stone, foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications | 23.4 | cum | 3,688.73 ₹86,316.28 | 3,435 ₹80,379 |
| 2.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.08 | cum | 8,766.51 ₹9,467.83 | 8,165 ₹8,818.20 |
Tender Value
₹5.1 L
EMD Value
₹12,643
Closing Date
19 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER
Annual Plan-Kurumathur GP Proj No 334/25 26-SIDE PROTECTION WORKS TO KARIMBAM VCB-General Civil Work
2026_LSGD_850207_4
AE/KMTR/TN/01/2026-27
Open Tender
Civil Works - Others
180 days
KURUMATHUR GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,115
Yes
₹12,643
Yes
17 Jun 2026
12 May 2026
21 May 2026
12 May 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SIDE PROTECTION WORK | ||||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD533007/2025-2026:DRY RUBBLE MASONRY with hard stone, foundation and superstructure including packing
to compactness to lines and levels, cost and conveyance of all materials labour charges etc.
complete as per approved drawing and relevant technical specifications | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - | BI01010001010000000000000515BI0100001117 |
| 2DRAINAGE | ||||||
| 2.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2.002 | OD538343/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.003 | OD537022/2025-2026:DRY RUBBLE MASONRY with hard stone, foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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