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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹2.8 L+₹2,462.82 (0.88%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest | |
| 3 | L3₹2.9 L+₹10,217.35 (3.64%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest | |
| 4 | L4₹3.0 L+₹20,151.64 (7.18%)Rejected-Finance | L4 | Rejected-Finance 4th lowest | |
| 5 | L5₹3.0 L+₹23,415.53 (8.34%)Rejected-Finance | L5 | Rejected-Finance 5th lowest |
Tender Value
₹3.7 L
EMD Value
₹9,198
Closing Date
5 Sept 2022, 11:00 amClosed
Anu P Prabhu
O/o Assistant Engineer,LSGD Section,Nadathara
Annual Plan-AMBAZHAPADAM BYLINE ROAD CONCRETING W4, NADATHARA GP-AMBAZHAPADAM BYLINE ROAD CONCRETING W4, NADATHARA GPGeneral Civil Work
2022_LSGD_505138_1
4/AE/LSGD/NDA/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadathara
Please refer Tender documents.
8 documents required · 8 mandatory
₹815
₹9,198
28 Oct 2022
27 Aug 2022
6 Sept 2022
27 Aug 2022
5 Sept 2022
27 Aug 2022
Amount
ROAD CONCRETING
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.
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)
SIDE PROTECTION WALL
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
OD36169/2022-2023:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
Mooppattil Constructions
VISHNU U S
SOYI ALEXANDER
Abdul Saleem A
SASI R
SURESH T N
Bidder Name
Mooppattil Constructions
SURESH T N
Abdul Saleem A
BIJEESH N C
SOYI ALEXANDER
SASI R
VISHNU U S
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