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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST AND HENCE ADMITTED | |
| 2 | L2₹7.8 L+₹29,683.41 (3.96%)Rejected-AOC | L2 | Rejected-AOC HIGHEST AND HENCE REJECTED | |
| 3 | L3₹8.0 L+₹46,641.56 (6.22%)Rejected-Finance THRIKKARAUVE GRAMA PANCHAYATH | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹8.9 L+₹1.4 L (18.8%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹8.5 L
EMD Value
₹21,175
Closing Date
8 Aug 2024, 5:00 pmClosed
LEENA L
Block Development Officer,Block Development Office, Chittumala
NCFRW 23 24 Improvements of Pambalil Kizhakke Anganwadi road in Panayam GP
2024_CRD_682985_4
34/NCFRW/24
Open Tender
Civil Works - Roads
Item Rate
180 days
Panayam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,175
Yes
23 Nov 2024
31 Jul 2024
13 Aug 2024
31 Jul 2024
8 Aug 2024
31 Jul 2024
Amount
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
OD8331/2024-2025: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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD8328/2024-2025:Name Board
KABEERKUTTY CONTRACTOR
BERNISKONI M
SANDEEP S PANICKER
Bidder Name
KABEERKUTTY CONTRACTOR
BERNISKONI M
SANDEEP S PANICKER
G B Sasikumar
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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