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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.0 LAccepted-AOC 2000 13 10 13 12 2024 116 25 | PATHANAMTHITTA | KERALA | 689694 | 1 | Accepted-AOC L1 | |
| 2 | 2₹37.6 L+₹2.6 L (7.51%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical ADIMALI G P | - | Rejected-Technical L3 |
Tender Value
₹44.6 L
EMD Value
₹50,000
Closing Date
13 Jul 2020, 6:00 pmClosed
assistant engineer
assistant engineer
Munnar GP 2020-21 construction of retaining wall in periyavara stand
2020_LSGD_369691_1
1/AE/LSGD/MNR/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Munnar
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,975
Yes
online
₹50,000
Yes
31 Oct 2020
4 Jul 2020
17 Jul 2020
4 Jul 2020
13 Jul 2020
4 Jul 2020
Amount
Retaining Wall
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(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)
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.9 : Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
od542495/2019_2020 : Filling with contractor's own earth (excluding rock) in trenches, plinth, side of foundation etc. in layers not exceeding 20cm in depth, consolidating each layer by ramming and watering.lead up to 50m and lift up to 1.5m as per direction of site Engineer-in- charge
PONNU CONSTRUCTIONS
Adimali Labour Contract Cooperative Soceity
Bidder Name
Adimali Labour Contract Cooperative Soceity
PONNU CONSTRUCTIONS
Yeldhos Puthussery
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_523130.pdf
boq_comp_chart.xlsx
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details.html
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