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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1/2 dtd 18/08/2025 of Bellur GP | |
| 2 | L2₹2.9 L+₹23.80 (<0.01%)Rejected-AOC | L2 | Rejected-AOC Higher rate hence rejected |
| Sl No | Description | Qty | Unit | KALANDAR ASIF K N L1 | ABDUL KHADER FAIZAL A M L2 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 138 | sqm | 8.63 ₹1,190.94 Lowest | 11.25 ₹1,552.5 |
| 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. | 34.44 | cum | 49.55 ₹1,706.5 | 49.51 ₹1,705.12 Lowest |
| 1.00 | OD515841/2024-2025:Granular sub-base/base/surface course with departmental 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. <br>(ii) Using Gravel mix soil. (Modification of 4.11.2) | 12.6 | cum | 172.88 ₹2,178.29 | 143.27 ₹1,805.2 Lowest |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 9.3 | cum | 1,759.08 ₹16,359.44 Lowest | 1,759.28 ₹16,361.3 |
| 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) | 39.15 | cum | 6,747.76 ₹2,64,174.8 Lowest | 6,748.65 ₹2,64,209.65 |
Tender Value
₹3.8 L
EMD Value
₹9,520
Closing Date
8 Aug 2025, 5:00 pmClosed
AssistantEngineer
Office of the Assistant Engineer, LID and EW Section, Bellur Grama Panchayat
Annual Plan-Bellur Grama Panchayath Project No 162/26-Kayarpadavu Marathamoole road improvement
2025_LSGD_781008_2
2/AE/BLR/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Bellur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,520
Yes
1 Oct 2025
1 Aug 2025
12 Aug 2025
1 Aug 2025
8 Aug 2025
1 Aug 2025
Amount
Road Concrete
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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.
OD515841/2024-2025:Granular sub-base/base/surface course with departmental 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. <br>(ii) Using Gravel mix soil. (Modification of 4.11.2)
4.11.1: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. (i) Using naturally occuring gravel
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)
ABDUL KHADER FAIZAL A M (BID ID -2279933)
Bidder Name
ABDUL KHADER FAIZAL A M
KALANDAR ASIF K N
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