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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.0 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | l2₹4.1 L+₹9,892 (2.47%)Rejected-AOC | l2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
14 Feb 2023, 6:00 pmClosed
ASSISTANT ENGIEER
The Assistant Enginee LSGD Section Enadimangalam Grama Panchayat
EDMGP2022-23 PRO.NO266-23MURUPPEITHARA CHAPPALIL ROADSIDE PROTECTION WALL CONSTRUCTIONWARD NO 3
2023_LSGD_554642_2
35/AE/LSGD/ENDM/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
ELAMANOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,710
Yes
31 Mar 2023
6 Feb 2023
20 Feb 2023
6 Feb 2023
14 Feb 2023
6 Feb 2023
Amount
side wall construction
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD308745/2022-2023: Filling with contractor'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
RADHAKRISHNAN NAIR.D
SASIKUMAR B
SIVAGOPAL MG
Bidder Name
JOSE A
RADHAKRISHNAN NAIR.D
SASIKUMAR B
SIVAGOPAL MG
stage.html
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fin_eval.pdf
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finance_814944.pdf
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