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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹5.4 L
EMD Value
₹13,400
Closing Date
31 Jan 2020, 2:00 pmClosed
ASSISTANT ENGINEER
LSGD SECTION, PERUVAYAL GP
ANNUAL PLAN 2019-20 PERUVAYAL GRAMA PANCHAYAT 74/20 KAVUKULAM ANGANWADI ROAD
2020_LSGD_338210_1
AE/LSGD/PVL/2/ETENDER/2019-20
Open Tender
Civil Works - Roads
Item Rate
60 days
PERUVAYAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,250
Yes
online
₹13,400
Yes
7 Apr 2020
24 Jan 2020
3 Feb 2020
24 Jan 2020
31 Jan 2020
24 Jan 2020
Amount
CONCRETE ROAD
11.1.1.1 : Excavation for StructuresEarthwork 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
od391044/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels for road protection to<br>withstand the dynamic loads due to moving traffic including cost and conveyance of all materials labour<br>charges etc. complete as per direction of Departmental officers at site
12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> 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
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.
11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
VINOD E C
Bidder Name
VINOD E C
Crescent consultant
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_472327.pdf
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