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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT | |
| 2 | 2₹3.8 L+₹13,206.54 (3.56%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | SIRAJUDEEN K L4 | BM ABDHULLA L6 | ABDUL HARIS L5 | AJMAL SWALIH K L2 | B IBRAHIM L3 | ABDUL THANWEER M K L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 330.9 | sqm | 12.21 ₹4,040.29 | 11.84 ₹3,917.86 | 11.58 ₹3,831.82 | 11.38 ₹3,765.64 | 11.57 ₹3,828.51 | 11 ₹3,639.9 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 5.96 | cum | 53.52 ₹319.14 | 50.32 ₹300.06 | 50.96 ₹303.87 | 49.94 ₹297.79 | 50.72 ₹302.44 | 45 ₹268.34 Lowest |
| 1.00 | OD324658/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2) | 14.89 | cum | 155.29 ₹2,312.42 | 150.54 ₹2,241.69 | 147.47 ₹2,195.98 | 144.74 ₹2,155.32 | 147.15 ₹2,191.21 | 138 ₹2,054.96 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) | 55.6 | cum | 6,931 ₹3,85,349.74 | 7,073.44 ₹3,93,269.12 | 6,946.58 ₹3,86,215.95 | 6,799.94 ₹3,78,063.06 | 6,914.2 ₹3,84,415.69 | 6,567 ₹3,65,112.07 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
23 Oct 2025, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 246/25-26-BALADUKKA ANGANWADI BAMBRANI NAGAR JUNCTION COLONY ROAD IMPROVEMENT
2025_LSGD_809873_1
AE/LIDEW/CH/ET/02/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
CENGLA
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,125
Yes
₹12,711
Yes
4 Nov 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
Amount
ROAD RENOVATION
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 <br> 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.
OD324658/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)
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)
AJMAL SWALIH K (BID ID -2403400)
B IBRAHIM (BID ID -2402859)
SIRAJUDEEN K (BID ID -2403082)
ABDUL HARIS (BID ID -2403602)
BM ABDHULLA (BID ID -2405844)
Bidder Name
SIRAJUDEEN K
BM ABDHULLA
ABDUL THANWEER M K
ABDUL HARIS
B IBRAHIM
AJMAL SWALIH K
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