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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC Society bears 10 percent concession |
| 2 | L2₹3.5 LRejected-Finance | ₹3.5 L | L2 | Rejected-Finance High rate |
| 3 | L3₹3.6 LRejected-Finance | ₹3.6 L | L3 | Rejected-Finance High rate |
| Sl No | Description | Qty | Unit | SUNEESH T K L1 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L2 | KUNHIMOIDEEN A P L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD TARRING AND HANDRAIL | ||||||
| 1.00 | OD407844/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 51.75 | cum | 354.7 ₹18,355.73 | 365.9 ₹18,935.33 | 366.8 ₹18,981.90 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 31.88 | cum | 52.4 ₹1,670.25 | 54.1 ₹1,724.44 | 54.2 ₹1,727.63 |
| 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. | 12.75 | cum | 1,898.7 ₹24,208.43 | 1,958.9 ₹24,975.98 | 1,963.8 ₹25,038.45 |
| 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) | 19.12 | cum | 7,304.8 ₹1.4 L | 7,536.2 ₹1.4 L | 7,555.2 ₹1.4 L |
| 1.00 | OD466508/2025-2026:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 72 | metre | 2,034.6 ₹1.5 L | 2,099 ₹1.5 L | 2,104.3 ₹1.5 L |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.88 | cum | 6,719.1 ₹19,351.01 | 6,931.9 ₹19,963.87 | 6,949.4 ₹20,014.27 |
| 1.01 | OD375883/2025-2026:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone | 1 | each | 2,545.1 ₹2,545.10 | 2,625.7 ₹2,625.70 | 2,632.3 ₹2,632.30 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
2 Mar 2026, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
Annual Plan-Pro.173/25-26 POYIL THAMBALAGOTTUTHADAM SC SANKETHAM ROAD CONCRETE - DIVISION 25 - MUKKAM MUNICIPALITY -General Civil Work
2026_LSGD_839282_2
26/2025-26/AE/LIDEW/MKM
Open Tender
Civil Works - Roads
180 days
Mukkam municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
3 May 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
ROAD TARRING AND HANDRAIL
OD407844/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
OD466508/2025-2026:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD375883/2025-2026:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone
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