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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT | |
| 2 | L2₹2.8 L+₹9,629.40 (3.61%)Rejected-Finance | L2 | Rejected-Finance REJECTED | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | T A MOHAMMED L1 | aboobacker k m L4 | A AMOO L2 | MOHAMMED IQBAL C N L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||
| 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. | 255 | sqm | 7.57 ₹1,930.35 Lowest | 9 ₹2,295 | 7.84 ₹1,999.2 | 8 ₹2,040 |
| 1.00 | OD290102/2024-2025:Granular sub-base/base/surface course with available departmental 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. &lt;br&gt;(ii)
Using Gravel mix soil.(using departmental materials ) | 11.47 | cum | 77.98 ₹894.82 Lowest | 164.62 ₹1,889.01 | 149.29 ₹1,713.1 | 160 ₹1,836 |
| 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. | 2.31 | cum | 387.37 ₹894.82 | 42.95 ₹99.21 Lowest | 52.31 ₹120.84 | 55 ₹127.05 |
| 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) | 40.65 | cum | 6,409.9 ₹2,60,562.44 Lowest | 7,291.81 ₹2,96,412.08 | 6,642 ₹2,69,997.3 | 7,250 ₹2,94,712.5 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 6.3 | cum | 356.59 ₹2,246.52 Lowest | 403 ₹2,538.9 | 369.51 ₹2,327.91 | 390 ₹2,457 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
16 Jan 2025, 5:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 652/2024-25-PADINHARMOOLA - BAFAKHI NAGAR ROAD IMPROVEMENT IN WARD 21
2025_LSGD_724312_1
AE/LSGD/CH/ET/02/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
CHENGALA GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,472
Yes
10 Nov 2025
9 Jan 2025
18 Jan 2025
9 Jan 2025
16 Jan 2025
9 Jan 2025
Amount
ROAD CONCRETE
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.
OD290102/2024-2025:Granular sub-base/base/surface course with available departmental 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. &lt;br&gt;(ii) Using Gravel mix soil.(using departmental materials )
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.
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
A AMOO (BID ID -2063948)
MOHAMMED IQBAL C N (BID ID -2060272)
aboobacker k m (BID ID -2061106)
Bidder Name
A AMOO
T A MOHAMMED
aboobacker k m
MOHAMMED IQBAL C N
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