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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Not Admitted-Fee/PreQual/Technical 1ST FLOOR B 11 1152 KENDRIYE VIDHALAYA NO 2 BHARAT NAGAR KANGANPUR ROAD GALI NO 12 DASHA SHAH NAGAR SIRSA 125055 | SIRSA | SIRSA | HARYANA | 125055 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹92.7 L
EMD Value
₹1.9 L
Closing Date
27 May 2024, 1:10 pmClosed
KANCHAN
EE PHE Division Hansi
Cleaning of various size sewer lines to be cleaning through Super Sucker De-silting Machine
2024_HRY_371959_1
2024A9619C56 694F 477F 9B7E CD229B68E43D567PUH
Open Tender
Civil Works
Works
180 days
Hansi
As per approved DNIT
3 documents required · 3 mandatory
₹5,000
₹1.9 L
Yes
25 Jul 2024
20 May 2024
27 May 2024
20 May 2024
27 May 2024
20 May 2024
Amount
Desilting of 400mm dia Master sewer lines has been prepared with taking Appx discharge of 400mm i/d pipe with running full capacity at a velocity of 0.75 Mtr/Sec (As per sewerage design statement) = 5.70 Cusecs. (By converting the discharge in MLD = 13.94 MLD) Assuming 75 to 80% sewer line is silted and 25 to 20% sewage water is running = 3.48 MLD (2417 LPM) which needs to be diversion during the desilting of master sewer line. Required HP of pump = 2417 /60 = 40.28 LPS = 40.28 x 10 / 75 = 5.37 HP = 5.37 /0.65 = 8.26 HP Say 10 HP, So 10 HP sewage submersible pump alngwith 10 Mtr. head is required at site
Desilting of 450mm dia Master sewer lines has been prepared with taking Appx discharge of 450mm i/d pipe with running full capacity at a velocity of 0.75 Mtr/Sec (As per sewerage design statement) = 5.70 Cusecs. (By converting the discharge in MLD = 13.94 MLD) Assuming 75 to 80% sewer line is silted and 25 to 20% sewage water is running = 3.48 MLD (2417 LPM) which needs to be diversion during the desilting of master sewer line. Required HP of pump = 2417 /60 = 40.28 LPS = 40.28 x 10 / 75 = 5.37 HP = 5.37 /0.65 = 8.26 HP Say 10 HP, So 10 HP sewage submersible pump along with 10 Mtr. head is required at site
Desilting of 500mm dia Master sewer lines has been prepared with taking Appx discharge of 500mm i/d pipe with running full capacity at a velocity of 0.75 Mtr/Sec (As per sewerage design statement) = 5.70 Cusecs. (By converting the discharge in MLD = 13.94 MLD) Assuming 75 to 80% sewer line is silted and 25 to 20% sewage water is running = 3.48 MLD (2417 LPM) which needs to be diversion during the desilting of master sewer line. Required HP of pump = 2417 /60 = 40.28 LPS = 40.28 x 10 / 75 = 5.37 HP = 5.37 /0.65 = 8.26 HP Say 10 HP, So 10 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 600mm dia Master sewer lines has been prepared with taking Appx discharge of 600mm i/d pipe with running full capacity at a velocity of 0.87 Mtr/Sec (As per sewerage design statement) = 7.87 Cusecs. (By converting the discharge in MLD = 19.25 MLD) Assuming 75 to 80% sewer line is silted and 25 to 20% sewage water is running = 4.81 MLD (3340 LPM) which needs to be diversion during the desilting of master sewer line. Required HP of pump = 3340 /60 = 55.66 LPS = 55.66 x 10 / 75 = 7.42 HP = 7.42 /0.65 = 11.42 HP Say 15 HP, So 15 HP sewage submersible pump along with 10 Mtr. head is required at site
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