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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.9 L+₹3,797.31 (2.02%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.0 L+₹16,771.72 (8.92%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹2.3 L+₹45,736.77 (24.3%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹2.4 L+₹50,940.91 (27.1%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | UBAID P L3 | RAMESH BABU M-WORKS CONTRACTOR L1 | KRISHNAN L4 | Ashraf ali L5 | VIJITH M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||||
| 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. | 147.9 | sqm | 12.89 ₹1,906.43 | 11.84 ₹1,751.14 Lowest | 14.71 ₹2,175.61 | 15.04 ₹2,224.42 | 12.09 ₹1,788.11 |
| 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. <br>(ii) Using Gravel mix soil. | 14.79 | cum | 2,002.16 ₹29,611.95 | 1,838.21 ₹27,187.13 Lowest | 2,285.34 ₹33,800.18 | 2,343.41 ₹34,659.03 | 1,875.42 ₹27,737.46 |
| 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) | 22.18 | cum | 7,708.38 ₹1,71,010.41 | 7,077.17 ₹1,57,007.02 Lowest | 8,798.65 ₹1,95,198.05 | 8,989.91 ₹1,99,441.15 | 7,220.07 ₹1,60,177.25 |
| 1.00 | OD230409/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | no | 2,262.44 ₹2,262.44 | 2,074.22 ₹2,074.22 Lowest | 2,582.44 ₹2,582.44 | 2,635.82 ₹2,635.82 | 2,114 ₹2,114 |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
15 Sept 2025, 10:00 amClosed
Assistant engineer
O/o Assistant engineer Muthuthala GP,LSGD Section
Murathodi road renovation(249/26)
2025_LSGD_792664_15
Vettamkunnu urulamkunnu road renovation(65/26)
Open Tender
Civil Works - Roads
Item Rate
180 days
Muthuthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,352
Yes
12 Dec 2025
1 Sept 2025
15 Sept 2025
1 Sept 2025
15 Sept 2025
1 Sept 2025
Amount
Concreting
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.
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. <br>(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)
OD230409/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete
VIJITH M (BID ID -2337885)
UBAID P (BID ID -2336479)
KRISHNAN (BID ID -2337847)
Ashraf ali (BID ID -2338157)
Bidder Name
Ashraf ali
RAMESH BABU M-WORKS CONTRACTOR
VIJITH M
KRISHNAN
UBAID P
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