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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | ₹3.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.3 L+₹9,467.33 (2.99%)Accepted-Finance | ₹3.3 L+₹9,467.33 (2.99%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ABDUL SALAM PM L1 | K ABDULLA KUNHI L2 | ABDUL HAMEED AC L3 | MUNAFFIR C A L4 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | |||||||
| 1.00 | 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 | 17.1 | cum | 38.5 ₹658.35 Lowest | 40.56 ₹693.58 | 300 ₹5,130 | 40.83 ₹698.19 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 78 | cum | 47.92 ₹3,737.76 Lowest | 49.77 ₹3,882.06 | 80 ₹6,240 | 51.25 ₹3,997.5 |
| 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 | cum | 1,750.69 ₹45,517.94 | 1,802.87 ₹46,874.62 | 1,600 ₹41,600 Lowest | 1,856.61 ₹48,271.86 |
| 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 | cum | 6,736.95 ₹2,62,741.05 Lowest | 6,937.59 ₹2,70,566.01 | 6,900 ₹2,69,100 | 7,144.52 ₹2,78,636.28 |
| 1.00 | OD32752/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished,
machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of
required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4
( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss
finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | 0.27 | sqm | 2,737.61 ₹739.15 | 2,819.65 ₹761.31 | 2,600 ₹702 Lowest | 3,335.22 ₹900.51 |
| 1.01 | OD32751/2026-2027:16.21. Engraving letters in hard stone | 350 | per Letter per cm height | 8.02 ₹2,807 Lowest | 8.26 ₹2,891 | 16 ₹5,600 | 8.1 ₹2,835 |
Tender Value
₹4.2 L
EMD Value
₹10,558
Closing Date
27 Jun 2026, 1:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER,KASARAGOD BLOCK PANCHAYATH
Annual Plan-KBP P NO.77/2026-27 PANALAM JUMA MASJID ANGANVADI CROSS ROAD CONCRETE-General Civil Work
2026_LSGD_856622_1
ET-01/2026-27/AE/LSGD/BPKSD
Open Tender
Civil Works - Roads
Item Rate
180 days
KASARGOD BLOCK PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,558
Yes
5 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 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 | - | - |
| 1.002 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD32752/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished,
machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of
required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4
( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss
finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | - | sqm | - | - |
| 1.006 | OD32751/2026-2027:16.21. Engraving letters in hard stone | - | per Letter per cm height | - | - |
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