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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.4 LAccepted-AOC 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 | 1 | Accepted-AOC Rates are reasonable | |
| 2 | 2₹11.3 L+₹1.5 L (15.7%)Rejected-Finance | 2 | Rejected-Finance Rates are on higher side as compare to L1 |
| Sl No | Description | Qty | Unit | BABA DEEP SINGH BUILDER AND DESILTER PVT LTD L1 | THE HP CO-OP L AND C SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.10 | Desilting of 300 mm dia Master sewer lines has been prepared with taking Appx discharge of 300 mm 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 desiling 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 and diversion of 300 mm dia with roka etc. complete in all respect | 1,400 | Per Mtr. | 700 ₹9,80,000 Lowest | 810 ₹11,34,000 |
Tender Value
₹6.9 L
EMD Value
₹13,720
Closing Date
1 Aug 2025, 3:00 pmClosed
SHASHIKANT
Hisar PHED No. 2
Consumable Store, repair of structure, desilting of sewer line, elect. charge, O and M etc.
2025_HRY_460955_1
2025C1779C01 A456 48AA A73C 57FE4C57F44F565PUH
Open Tender
Civil Works
Works
60 days
Uklana Mandi
As per DNIT
3 documents required · 3 mandatory
₹1,000
₹13,720
Yes
10 Oct 2025
24 Jul 2025
1 Aug 2025
24 Jul 2025
1 Aug 2025
24 Jul 2025
Amount
Desilting of 300 mm dia Master sewer lines has been prepared with taking Appx discharge of 300 mm 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 desiling 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 and diversion of 300 mm dia with roka etc. complete in all respect
THE HP CO-OP L AND C SOCIETY LTD (BID ID -1307998)
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