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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.3 L+₹80,666.42 (12.4%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹7.8 L+₹1.3 L (19.3%)Rejected-Finance PARAMBIL HOUSE KONDURKKAR PO AE | KOTTAYAM | KERALA | 686102 | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.6 L+₹2.1 L (31.8%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
Refer Docs
EMD Value
₹24,359
Closing Date
25 Mar 2025, 9:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID AND EW SECTION KULUKKALLUR GP
Annual Plan-Proj No -276-W- 11-Kulukkallur GP - 2024-25-Kulukkallur Transformer Kunnathodi Railway Station Road Renovation
2025_LSGD_751460_12
04/AE/LSGD/KLR/2024-2025
Open Tender
Civil Works - Roads
Item Rate
kulukkallur gp
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,150
Yes
₹24,359
Yes
Kulukkallur gp
16 May 2025
18 Mar 2025
26 Mar 2025
18 Mar 2025
25 Mar 2025
18 Mar 2025
18 Mar 2025 - 21 Mar 2025
19 Mar 2025
Amount
Road renovation
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
OD501548/2024-2025:Filling with contractor&#39;s own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
OD513137/2024-2025:Providing and fixing Name Board of size 60x45 cm using 1mm thick MS sheet and25x25x4mm angle section and fixing in 150cm(120cm above GL and 30 cm below GL) overall height(25x25x4mm angle section ) post including fixing 20x20x30 cm concrete block below ground level anf
ANWAR CONSTRUCTION (BID ID -2173519)
MANSOOR P M (BID ID -2169476)
muhhamed musthafa P (BID ID -2164793)
Bidder Name
ANWAR CONSTRUCTION
MANSOOR P M
muhhamed musthafa P
Musthafa K P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1218507.pdf
boq_comp_chart.xlsx
xlsx
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