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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.1 L+₹19,769.83 (2.88%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.2 L+₹33,392.42 (4.87%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹7.8 L+₹92,252.33 (13.4%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹7.9 L+₹1.1 L (15.8%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
11 Nov 2024, 10:00 amClosed
Assistant Engineer
Assistant Engineer, kadalundi GP
Annual Plan-MUKATHUKADAVU KAVULLAKANDI ROAD MAINTENANCE WARD 12-KDY PRO NO 101/24-25-General Civil Work
2024_LSGD_701980_1
AE/KDY/T2-2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadalundi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,171
Yes
3 Feb 2025
4 Nov 2024
12 Nov 2024
4 Nov 2024
11 Nov 2024
4 Nov 2024
4 Nov 2024 - 11 Nov 2024
Amount
Drainage & Footpath
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD169605/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6(Without shuttering)
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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 For height upto 5 m 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
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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.
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)
OD213929/2024-2025:Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern
VISHNU BABU (BID ID -1971327)
P HASSAN KOYA (BID ID -1970467)
HASSAN C (BID ID -1971335)
FEROKE CO-OPERATIVE lABOUR cONTRACT SOCIETY LTD.ND.D2855 (BID ID -1968338)
Bidder Name
P HASSAN KOYA
HASSAN C
VISHNU BABU
FEROKE CO-OPERATIVE lABOUR cONTRACT SOCIETY LTD.ND.D2855
PRABHU P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1097160.pdf
boq_comp_chart.xlsx
xlsx
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