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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-Finance | ₹4.2 L | L1 | Accepted-Finance Lowest rate quoted |
| 2 | L2₹4.3 LAccepted-Finance | ₹4.3 L | L2 | Accepted-Finance High rate quoted |
| Sl No | Description | Qty | Unit | B ABDULLA KUNHI L1 | umanathan L2 |
|---|---|---|---|---|---|
| 1.00Road Improvement Work | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2.52 | cum | 66 ₹166.32 | 66 ₹166.32 |
| 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. | 90.81 | cum | 614.4 ₹55,793.66 | 614.4 ₹55,793.66 |
| 1.00 | OD453417/2025-2026: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 | 6.37 | cum | 3,900 ₹24,843 | 4,500 ₹28,665 |
| 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) | 2.04 | cum | 8,950 ₹18,213.25 | 8,950 ₹18,213.25 |
| 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. | 15.75 | cum | 2,338 ₹36,823.50 | 2,338 ₹36,823.50 |
| 1.01 | 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) | 31.5 | cum | 8,997 ₹2.8 L | 9,100 ₹2.9 L |
| 1.01 | OD453419/2025-2026: 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 | 4,000 ₹1,080 | 4,000 ₹1,080 |
| 1.01 | OD453418/2025-2026:16.21. Engraving letters in hard stone | 310 | per Letter per cm height | 10.2 ₹3,162 | 10.2 ₹3,162 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
5 Mar 2026, 1:00 pmClosed
ASSISTANT ENGINEER,KASARAGOD BLOCK PANCHAYATH
ASSISTANT ENGINEER,KASARAGOD BLOCK PANCHAYATH
Annual Plan-KBP P No. 292/2025-26 Thekkemoola Kundanoor road construction in Chengala GP-General Civil Work
2026_LSGD_840004_1
09/2025-26/AE/LSGD/BPKSD
Open Tender
Civil Works - Roads
180 days
KASARAGOD BLOCK PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,591
Yes
25 Apr 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
Road Improvement Work
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
OD453417/2025-2026: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
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)
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.
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)
OD453419/2025-2026: 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
OD453418/2025-2026:16.21. Engraving letters in hard stone
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