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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹7.0 L+₹22,118.94 (3.25%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹7.4 L+₹55,301.71 (8.13%)Rejected-Finance | L3 | Rejected-Finance Board Resolution | |
| 4 | L4₹7.5 L+₹74,956.98 (11.0%)Rejected-Finance | L4 | Rejected-Finance Board Resolution |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L1 | NOUSHAD POOVATHINGAL L3 | ABDUL AZEEZ A K L2 | VIJITH M L4 |
|---|---|---|---|---|---|---|---|
| 1.00Interlocking | |||||||
| 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. | 508.64 | sqm | 12.84 ₹6,530.94 Lowest | 13.89 ₹7,065.01 | 13.34 ₹6,785.26 | 14.26 ₹7,253.21 |
| 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. (ii) Using Gravel mix soil. | 76.5 | cum | 1,994 ₹1,52,541 Lowest | 2,155.68 ₹1,64,909.52 | 2,059 ₹1,57,513.5 | 2,213.24 ₹1,69,312.86 |
| 1.00 | OD35553/2025-2026:od1731447/2022_2023 :Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements - Providing and laying of
Interlocking
concrete blocks pavement having thickness 100 mm or nearest thickness minimum strength
M40 including
providing a layer of 6 mm aggregate for 5 cm thickness ,then laying interlock cabbles in lines
and levels as
per direction of department officers at site inclusive of all cost and conveyance charges etc
.Complete as per
drawings and Technical Specification Clause 1504 | 414.4 | sqm | 986 ₹4,08,598.4 Lowest | 1,066.4 ₹4,41,916.16 | 1,018 ₹4,21,859.2 | 1,094.95 ₹4,53,747.28 |
| 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) | 14.34 | cum | 7,679 ₹1,10,116.86 Lowest | 8,299.42 ₹1,19,013.68 | 7,927 ₹1,13,673.18 | 8,520.63 ₹1,22,185.83 |
| 1.00 | OD35703/2025-2026: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 | 2,249 ₹2,249 Lowest | 2,433.54 ₹2,433.54 | 2,324 ₹2,324 | 2,494 ₹2,494 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
2 Sept 2025, 11:00 amClosed
Assistant Engineer
LID EW SECTION KOPPAM GP
Akkaparambu Road Renovation -Ward-3
2025_LSGD_788638_8
1/AE/LSGD/KPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Koppam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,184
Yes
8 Oct 2025
21 Aug 2025
3 Sept 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
21 Aug 2025 - 30 Aug 2025
Amount
Interlocking
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. (ii) Using Gravel mix soil.
OD35553/2025-2026:od1731447/2022_2023 :Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements - Providing and laying of Interlocking concrete blocks pavement having thickness 100 mm or nearest thickness minimum strength M40 including providing a layer of 6 mm aggregate for 5 cm thickness ,then laying interlock cabbles in lines and levels as per direction of department officers at site inclusive of all cost and conveyance charges etc .Complete as per drawings and Technical Specification Clause 1504
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)
OD35703/2025-2026: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 A K (BID ID -2321418)
NOUSHAD POOVATHINGAL (BID ID -2319899)
VIJITH M (BID ID -2320928)
Bidder Name
NOUSHAD POOVATHINGAL
VIJITH M
ABDUL AZEEZ A K
ANWAR CONSTRUCTION
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