Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC | ₹47.2 L | L1 | Accepted-AOC Reject |
| 2 | L2₹62.8 L+₹15.6 L (33.0%)Accepted-AOC | ₹62.8 L+₹15.6 L (33.0%) | L2 | Accepted-AOC Reject |
Tender Value
₹50.2 L
EMD Value
₹50,210
Closing Date
21 Oct 2019, 3:30 pmClosed
Executive Engineer
MUNICIPAL CORPORATION RATLAM
Replacement of filter media for water treatment plant Old New WTP at Dholawad Morwani Ratlam
2019_UAD_55585_1
NNR/WW/560/3
Open Tender
Miscellaneous Works
Item Rate
30 days
MUNICIPAL CORPORATION RATLAM
Please refer Tender documents
5 documents required · 5 mandatory
₹10,000
Payable To Commissionor
₹50,210
18 May 2020
3 Oct 2019
23 Oct 2019
3 Oct 2019
21 Oct 2019
3 Oct 2019
Amount
REPLACEMENT OF FILTER MEDIA FOR WATER TREATMENT PLANT (OLD/NEW WTP) AT DHOLAWAD MORWANI RATLAM
REMOVING OLD FILTER MIDIA & GRAVAL Area of Filling Beds: Length: 7.20m; Width: 6.2m; Depth: 1.15 m 3x2x6.05x3.25x1.15 = 135.67 2x1x8.20x5.95x1.15 = 112.22 247.89 REMOVING NEW FILTER MIDIA & GRAVAL Area of Filling Beds: Length: 7.20m; Width: 6.2m; Depth: 1.15 m 6x1x7.10x7.35x1.15 = 360.08
PROVIDING SUPPLYING NEW FILTER GRAVAL& NEW FILTER MIDIA IN BAG FOR COMMISSIONING OF EXISISTING FILTER BEDS Filling Area & Media Size : A- TOP LAYER SAND - .45 to .07 mm with uniformity coefficient=1.3 to 1.7 750 mm Old - 3x2x6.05x3.25x0.75 = 88.48 2x1x8.20x5.95x0.75 = 73.19 161.67 New - 6x1x7.10x7.35x0.75 = 360.08
B- 2ND LAYER GRITS – 3 mm to 6 mm 100 mm Old - 3x2x6.05x3.25x0.10 = 11.80 2x1x8.20x5.95x0.10 = 9.76 21.56 New - 6x1x7.10x7.35x0.10 = 31.31
C- 3RD LAYER GRAVELS – 6 mm to 12 mm 100 mm Old - 3x2x6.05x3.25x0.10 = 11.80 2x1x8.20x5.95x0.10 = 9.76 21.56 New - 6x1x7.10x7.35x0.10 = 31.31
D- 4TH LAYER GRAVELS - 12 mm to 25 mm 100 mm Old - 3x2x6.05x3.25x0.10 = 11.80 2x1x8.20x5.95x0.10 = 9.76 21.56 New - 6x1x7.10x7.35x0.10 = 31.31
E- 5TH LAYER GRAVELS - 25 mm to 50 mm 150 mm Old - 3x2x6.05x3.25x0.10 = 11.80 2x1x8.20x5.95x0.10 = 9.76 21.56 New - 6x1x7.10x7.35x0.10 = 31.31
FILLING OF DIFFERENT SIZE OF NEW FILTER GRAVAL& NEW FILTER MIDIA ON EXISTING FILTER MIDIA BEDS AT WTP
SUPPLYING OF FINE SAND ( .45 to .07 mm with uniformity coefficient=1.3 to 1.7 ) FOR LEVELING OF EXISTING FILTR BEDS IN FUTURE
shivraj more
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .