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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.1 L+₹51,362.53 (3.10%)Rejected-AOC SANGEETH BHAVAN KOOTTIKKADA LSGD SECTION JILLA PANCHAYATH KOLLAM KERALA | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹17.1 L
EMD Value
₹42,800
Closing Date
22 Mar 2023, 5:00 pmClosed
EE LSGD DP KOLLAM
EE LSGD DP KOLLAM
MLA ADS Sri Noushad MLA Mayyanadu GP Pattarumukku Pulimoottil Puthumana Naduvilakkara Road renovation
2023_LSGD_566214_7
08/EE/LSGD/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
DP KOLLAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹42,800
Yes
24 Jun 2023
15 Mar 2023
27 Mar 2023
15 Mar 2023
22 Mar 2023
15 Mar 2023
Amount
Road Interlocking
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
OD9724/2022-2023:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD408220/2022-2023: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.
3.15.1: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.
OD74808/2022-2023:Mord:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
OD352670/2022-2023:S/F Name board of size 75*60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmantal officers at site.
SASANKAN R
PREMLAL P
Bidder Name
PREMLAL P
SASANKAN R
NAVAS ABOOBAKER
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tech_eval.pdf
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finance_835879.pdf
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