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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.4 LAccepted-AOC | ₹5.4 L | l1 | Accepted-AOC L1 |
| 2 | l2₹5.6 L+₹20,575.91 (3.84%)Rejected-AOC | ₹5.6 L+₹20,575.91 (3.84%) | l2 | Rejected-AOC L2 |
| 3 | l3₹5.7 L+₹33,192.31 (6.19%)Rejected-AOC | ₹5.7 L+₹33,192.31 (6.19%) | l3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SAYID SUHAIB C A L3 | K ABDULLA KUNHI L1 | ABDUL THANWEER M K L2 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 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. | 118.5 | cum | 54.19 ₹6,421.52 | 51.06 ₹6,050.61 Lowest | 56 ₹6,636 |
| 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. | 39.5 | cum | 1,964.15 ₹77,583.93 | 1,923.8 ₹75,990.1 | 1,917.16 ₹75,727.82 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) | 59.25 | cum | 7,558.38 ₹4,47,834.02 | 7,117.53 ₹4,21,713.65 Lowest | 7,377.54 ₹4,37,119.25 |
| 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 | 1.62 | cum | 43.18 ₹69.95 | 40.68 ₹65.9 Lowest | 44 ₹71.28 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.86 | cum | 6,952.25 ₹33,787.94 | 5,913.16 ₹28,737.96 Lowest | 6,888 ₹33,475.68 |
| 1.01 | OD93671/2025-2026: 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 | 3,528.42 ₹952.67 Lowest | 3,841.1 ₹1,037.1 | 3,800 ₹1,026 |
| 1.01 | OD93672/2025-2026:16.21. Engraving letters in hard stone | 320 | per Letter per cm height | 8.57 ₹2,742.4 | 8.14 ₹2,604.8 Lowest | 8.5 ₹2,720 |
Tender Value
₹6.8 L
EMD Value
₹16,945
Closing Date
18 May 2026, 5:00 pmClosed
PEETHAMBARAN P
KASARAGOD BLOCK PANCHAYAT
MLA-SDF-2024-25-CHENNARKATTA OLAMALA ROAD CONCRETE IN BADIADKA GP
2026_CRD_849659_1
689430-2026-C
Open Tender
Civil Works - Roads
Item Rate
90 days
KASARAGOD BLOCK PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,945
Yes
17 Sept 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 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. | - | 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 | 3.5.3: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 | - | - |
| 1.005 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.006 | OD93671/2025-2026: 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 | - | - |
| 1.007 | OD93672/2025-2026:16.21. Engraving letters in hard stone | - | per Letter per cm height | - | - |
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