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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC KERALA | PATHANAMTHITTA | KERALA | 685533 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical VAIKOM RANNI P O 689 672 KERALA | PATHANAMTHITTA | KERALA | 689672 | - | Rejected-Technical L2 |
Tender Value
₹8.9 L
EMD Value
₹22,280
Closing Date
23 Dec 2019, 5:00 pmClosed
AE
AE ,RANNI BP
SIDE PROTECTION
2019_LSGD_316343_2
6
Open Tender
Civil Works - Others
Item Rate
90 days
RANNI
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,783
Yes
online
₹22,280
Yes
17 Apr 2020
16 Dec 2019
26 Dec 2019
16 Dec 2019
23 Dec 2019
16 Dec 2019
Amount
SIDE PROTECTION WALL
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
od175692/2019_2020 : Dry rubble without concrete levelling coarse 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
od175693/2019_2020 : Plain /reinforced cement concrete M20 1:2:4 using 20mm b/s in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 and 1204,without formwork (modified 11.4.3)
od175787/2019_2020 : Filling with contractor's own earth (excluding rock) in open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per site Engineer-in-charge
od193655/2019_2020 : 15mm thick back filling for pitching including supplying of required materials and consolidation etc.complete with: stone aggregate 10mm nominal size for insulation layer
od193656/2019_2020 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete compacted using needle vibrator and finished in continuous operation including provision for curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501(modified 6.4) with form work
od175694/2019_2020 : Name Board
Ranny Taluk Labour Contract Co-operative SocityLtd
Bidder Name
Ranny Taluk Labour Contract Co-operative SocityLtd
VAEGHESE P M
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finance_458419.pdf
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