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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.9 LAccepted-AOC | ₹2.9 L | l1 | Accepted-AOC L1 |
| 2 | l2₹2.9 L+₹2,160.78 (0.75%)Rejected-Finance | ₹2.9 L+₹2,160.78 (0.75%) | l2 | Rejected-Finance l2 |
| 3 | l3₹3.0 L+₹5,929.70 (2.04%)Rejected-Finance | ₹3.0 L+₹5,929.70 (2.04%) | l3 | Rejected-Finance l3 |
| 4 | l4₹3.1 L+₹19,560.13 (6.75%)Rejected-Finance | ₹3.1 L+₹19,560.13 (6.75%) | l4 | Rejected-Finance l4 |
| 5 | l5₹3.1 L+₹23,254.15 (8.02%)Rejected-Finance | ₹3.1 L+₹23,254.15 (8.02%) | l5 | Rejected-Finance l5 |
| Sl No | Description | Qty | Unit | Ashraf ali L1 | RAMESH BABU M-WORKS CONTRACTOR L5 | ABDUL AZEEZ T V L2 | MUHAMMED SHAFI P.A. L4 | VIJITH M L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||||
| 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. | 6 | cum | 45 ₹270 Lowest | 47.73 ₹286.38 | 46.12 ₹276.72 | 48.87 ₹293.22 | 46.72 ₹280.32 |
| 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. | 225.6 | sqm | 10.97 ₹2,474.83 Lowest | 11.84 ₹2,671.1 | 11.04 ₹2,490.62 | 11.7 ₹2,639.52 | 11.19 ₹2,524.46 |
| 1.00 | OD266454/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408 | 24.96 | cum | 1,604.05 ₹40,037.09 Lowest | 1,732.84 ₹43,251.69 | 1,615.99 ₹40,335.11 | 1,712.23 ₹42,737.26 | 1,636.83 ₹40,855.28 |
| 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) | 37.44 | cum | 6,551.17 ₹2,45,275.8 Lowest | 7,076.62 ₹2,64,948.65 | 6,599.94 ₹2,47,101.75 | 6,993.01 ₹2,61,818.29 | 6,685.05 ₹2,50,288.27 |
| 1.00 | OD214411/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages
etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6
mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of
primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc
complete | 1 | each | 1,920.91 ₹1,920.91 Lowest | 2,074.96 ₹2,074.96 | 1,935.21 ₹1,935.21 | 2,050.47 ₹2,050.47 | 1,960 ₹1,960 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
6 Oct 2025, 11:00 amClosed
Assistant Engineer
O/o Assistant engineer,Muthuthala GP,LSGD Section
Muthuthala GP 2025-26 Nilaparambu road rennovation (234/26)
2025_LSGD_801352_12
Muthuthala GP 2025-26-Parali road renovation(57/26)
Open Tender
Civil Works - Roads
Item Rate
180 days
Muthuthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
17 Aug 2026
25 Sept 2025
7 Oct 2025
25 Sept 2025
6 Oct 2025
25 Sept 2025
Amount
Road Concreting
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.
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.
OD266454/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408
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)
OD214411/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete
ABDUL AZEEZ T V (BID ID -2374043)
VIJITH M (BID ID -2372716)
MUHAMMED SHAFI P.A. (BID ID -2368049)
RAMESH BABU M-WORKS CONTRACTOR (BID ID -2373964)
Bidder Name
MUHAMMED SHAFI P.A.
Ashraf ali
RAMESH BABU M-WORKS CONTRACTOR
ABDUL AZEEZ T V
VIJITH M
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