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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
3 Jun 2024, 11:30 amClosed
KANCHAN
EE PHE Division Hansi
Cleaning of various size sewer lines to be cleaning through Super Sucker De-silting Machine
2024_HRY_372245_1
2024550447D7 CF2B 41AD 9400 31A7197AD766567PUH
Open Tender
Civil Works
Works
180 days
Hansi
As per approved DNIT
3 documents required · 3 mandatory
₹15,000
₹5.1 L
Yes
10 Aug 2024
28 May 2024
3 Jun 2024
28 May 2024
3 Jun 2024
28 May 2024
Amount
Desilting of 800mm dia Master sewer lines has been prepared and the Appx discharge of 800mm i/d pipe with running full capacity at a velocity of 1.05 Mtr/Sec (As per sewerage design statement) = 14.25 Cusecs. (By converting the discharge in MLD = 34.86 MLD) Assuming 75 to 80% sewer line is silted and 20 to 25% sewage water is running = 8.71 MLD (6050 LPM) which needs to be diversion during the desilting of master sewer line. Required HP of pump = 6050 /60 = 100.83 LPS = 100.83 x 10 / 75 = 13.44 HP = 13.44 /0.65 = 20.68 HP Say 20 HP, So 20 HP sewage submersible pump along with 10 Mtr. head is required at site
Keeping in view the above desilting details the following analysis for desilting of 900mm dia Master sewer lines has been prepared and the Appx discharge with running full capacity at a velocity of 1.02 Mtr/Sec (As per sewerage design statement) = 23.47 Cusecs. (By converting the discharge in MLD = 57.42 MLD) Assuming 75 to 80% sewer line is silted and 20 to 25% sewage water is running = 14.36 MLD (9972 LPM) which needs to be diversion during the desilting of master sewer line. Required HP of pump = 9972 /60 = 166.20 LPS = 166.20 x 12 / 75 = 26.59 HP = 26.59 / 0.65 = 40.91 HP Say 50 HP, So 50 HP sewage submersible pump along with 12 Mtr. head is required at site
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