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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1st | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Technical Documents not uploaded. |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
Tender Value
Refer Docs
EMD Value
₹2.9 L
Closing Date
28 Mar 2022, 9:00 amClosed
Executive Engineer
O/o Executive Engineer PWD Doimukh Division,AP, Doimukh
C/o. Flood Control Work at Kolma, Doimukh in Papumpare District (AP). (SH-R.C.C. wall/anti erosion work).
2022_PWDAP_657_1
DD/2021-22/ 10
Open Tender
Chemicals/Minerals
Item Rate
90 days
Doimukh
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE, PWD,Doimukh Division,AP, Doimukh
₹2.9 L
Yes
20 Dec 2023
21 Mar 2022
29 Mar 2022
21 Mar 2022
28 Mar 2022
21 Mar 2022
Amount
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material).
Ordinary soil
Manual Means
upto 3 m depth
Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
R.C.C. Grade M20.
Case I, Using concrete mixer .
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification .
Granular material
MS TANA AKIN TARA
M/s Kunung & Ompu Enterprises
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
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