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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 L+₹23,851.43 (5.02%)Rejected-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹5.0 L+₹23,851.43 (5.02%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.2 L+₹46,745.57 (9.84%)Rejected-AOC | ₹5.2 L+₹46,745.57 (9.84%) | L3 | Rejected-AOC L3 |
| 4 | L4₹5.3 L+₹51,845.90 (10.9%)Rejected-AOC | ₹5.3 L+₹51,845.90 (10.9%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | B I ABOOBACKER SIDIQ L3 | BM ABDHULLA L2 | MOHAMMED SABIR E K L4 | K ABDULLA KUNHI L1 |
|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 108.9 | cum | 56.32 ₹6,133.25 | 53.85 ₹5,864.27 | 54 ₹5,880.6 | 51.7 ₹5,630.13 Lowest |
| 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. | 36.3 | cum | 2,057.44 ₹74,685.07 | 1,967.19 ₹71,409 | 2,080 ₹75,504 | 1,873.01 ₹67,990.26 Lowest |
| 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) | 54.45 | cum | 7,917.36 ₹4,31,100.25 | 7,570.08 ₹4,12,190.86 | 8,005 ₹4,35,872.25 | 7,207.5 ₹3,92,448.38 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 10.89 | cum | 540.32 ₹5,884.08 | 516.62 ₹5,625.99 | 520 ₹5,662.8 | 492.2 ₹5,360.06 Lowest |
| 1.00 | OD385070/2025-2026: 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 | 3,217.28 ₹868.67 | 3,076.16 ₹830.56 | 3,700 ₹999 | 2,929.35 ₹790.92 Lowest |
| 1.01 | OD385069/2025-2026:16.21. Engraving letters in hard stone | 350 | per Letter per cm height | 9.42 ₹3,297 | 9.01 ₹3,153.5 | 9 ₹3,150 | 8.58 ₹3,003 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
6 Jul 2026, 5:00 pmClosed
RASEENA C K
KASARAGOD BLOCK PANCHAYAT
MLA-SDF-2025-26-POOKKATTA THIRTHODI ROAD IN KUMBALA GP
2026_CRD_851209_2
04-2026
Open Tender
Civil Works - Roads
Item Rate
90 days
KASARAGOD BLOCK PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
17 Sept 2026
27 Jun 2026
8 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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 | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.005 | OD385070/2025-2026: 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 | OD385069/2025-2026:16.21. Engraving letters in hard stone | - | per Letter per cm height | - | - |
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