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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | l2₹4.2 L+₹278.14 (0.07%)Rejected-Finance CHOYIMADEATHIL ARIKKULAM KOYILANDY KOZHIKODE | KOZHIKODE | KERALA | 612906 | l2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | GOVINDAN C M L2 | RAHUL C M L1 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 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. | 73 | cum | 66 ₹4,818 | 65 ₹4,745 Lowest |
| 1.00 | OD300885/2025-2026:( DAR 60.7.8)Dry rubble without concrete levelling courseusing departmental rubble including packing to compactness to lines and levels labour charges etc complete as per directions of departmentaa officers at site | 152 | cum | 1,642 ₹2,49,584 | 1,641 ₹2,49,432 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 8.34 | cum | 9,606 ₹80,152.46 | 9,605 ₹80,144.12 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.6 | tonne | 92,703 ₹55,621.8 | 92,702 ₹55,621.2 Lowest |
| 1.00 | OD305294/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 11.7 | cum | 305 ₹3,568.5 | 304 ₹3,556.8 Lowest |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 19.5 | cum | 15 ₹292.5 | 14 ₹273 Lowest |
| 1.01 | 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. | 13 | cum | 2,284 ₹29,692 | 2,283 ₹29,679 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
15 Oct 2025, 4:40 pmClosed
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
P R O J E C T N O 1 2 4 - T H E E Y Y A R KANDIMEETHAL ROAD WARD 6-
2025_LSGD_806492_3
AE/MDY/TENDER/86/P/2025-26
Open Tender
Civil Works - Buildings
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,592
Yes
6 Jul 2026
7 Oct 2025
16 Oct 2025
7 Oct 2025
15 Oct 2025
7 Oct 2025
7 Oct 2025 - 14 Oct 2025
Amount
ROAD WORK
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.
OD300885/2025-2026:( DAR 60.7.8)Dry rubble without concrete levelling courseusing departmental rubble including packing to compactness to lines and levels labour charges etc complete as per directions of departmentaa officers at site
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD305294/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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.
GOVINDAN C M (BID ID -2391298)
Bidder Name
GOVINDAN C M
RAHUL C M
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