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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 LAccepted-AOC | ₹27.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹31.1 L+₹3.3 L (12.0%)Rejected-Finance | ₹31.1 L+₹3.3 L (12.0%) | L2 | Rejected-Finance L2 |
| 3 | L3₹31.7 L+₹3.9 L (14.2%)Rejected-Finance | ₹31.7 L+₹3.9 L (14.2%) | L3 | Rejected-Finance L3 |
| 4 | L4₹31.8 L+₹4.0 L (14.5%)Rejected-Finance | ₹31.8 L+₹4.0 L (14.5%) | L4 | Rejected-Finance L4 |
| 5 | L5₹32.0 L+₹4.3 L (15.5%)Rejected-Finance STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | ₹32.0 L+₹4.3 L (15.5%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L2 | CM ASHARAF L5 | C M ABDUL RAHIMAN L6 | ABDUL MOUSUF K M L3 | ABDUL KHADER B A L1 | KALANDAR ASIF K N L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Culvert & Retaining wall | |||||||||
| 1.00 | OD240273/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintanining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | 12 | metre | 6,001.18 ₹72,014.16 | 1,500 ₹18,000 | 6,429.83 ₹77,157.96 | 584.04 ₹7,008.48 Lowest | 2,000 ₹24,000 | 6,138.63 ₹73,663.56 |
| 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 | 180.3 | cum | 47.37 ₹8,540.81 | 100 ₹18,030 | 50.75 ₹9,150.23 | 48.44 ₹8,733.73 | 45 ₹8,113.5 Lowest | 48.45 ₹8,735.54 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 14.1 | cum | 7,800.76 ₹1,09,982.92 | 8,500 ₹1,19,841.5 | 8,357.96 ₹1,17,838.88 | 7,976.89 ₹1,12,466.17 | 6,000 ₹84,594 Lowest | 7,979.43 ₹1,12,501.98 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 18 | cum | 8,063.25 ₹1,45,138.5 | 9,000 ₹1,62,000 | 8,639.2 ₹1,55,505.6 | 8,245.32 ₹1,48,415.76 | 7,000 ₹1,26,000 Lowest | 8,247.94 ₹1,48,462.92 |
| 1.00 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 58.55 | cum | 9,525.5 ₹5,57,670.4 | 12,200 ₹7,14,249 | 10,205.9 ₹5,97,504.42 | 9,740.58 ₹5,70,262.26 | 8,000 ₹4,68,360 Lowest | 9,743.68 ₹5,70,443.75 |
| 1.01 | OD221092/2025-2026:DRY RUBBLE MASONRY _Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc .complete as per direction of
departmental officers at site | 144.22 | cum | 4,776.13 ₹6,88,789.59 | 4,000 ₹5,76,860 Lowest | 5,117.28 ₹7,37,988.54 | 6,047.64 ₹8,72,160.4 | 5,000 ₹7,21,075 | 4,885.52 ₹7,04,565.27 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 6.12 | tonne | 87,463.62 ₹5,35,539.75 | 84,000 ₹5,14,332 | 93,711.02 ₹5,73,792.58 | 92,741.78 ₹5,67,857.92 | 80,000 ₹4,89,840 Lowest | 89,466.97 ₹5,47,806.26 |
| 1.01 | 10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 44 | metre | 3,192.35 ₹1,40,463.4 | 3,000 ₹1,32,000 | 3,420.38 ₹1,50,496.72 | 395.64 ₹17,408.16 Lowest | 2,000 ₹88,000 | 3,265.47 ₹1,43,680.68 |
| 2.00Road | |||||||||
Tender Value
₹33.7 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Road Construction
2026_LSGD_855177_2
12/2026-27
Open Tender
Civil Works - Roads
Item Wise
180 days
ENMAKAJE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
9 Sept 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert & Retaining wall | |||||
| 1.001 | OD240273/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintanining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | - | cum | - | - |
| 1.006 | OD221092/2025-2026:DRY RUBBLE MASONRY _Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc .complete as per direction of
departmental officers at site | - | cum | - | - |
| 1.007 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.008 | 10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | - | metre | - | - |
| 2Road | |||||
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