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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-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 | ₹1.8 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.8 Cr+₹4.3 L (2.45%)Rejected-AOC HOUSE NO 21 22 SECTOR 16 G2 ROHINI NORTH DELHI 110085 | DELHI | NORTH DELHI | DELHI | 110085 | ₹1.8 Cr+₹4.3 L (2.45%) | L2 | Rejected-AOC Reject |
| 3 | Not Admitted-Technical VPO CHANELI YAMUNANAGAR 135001 | YAMUNA NAGAR | YAMUNA NAGAR | HARYANA | 135001 | - | - | Not Admitted-Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | BABA DEEP SINGH BUILDER AND DESILTER PVT LTD L1 | M/s. Sainyam Goel L2 |
|---|---|---|---|---|---|
| 1.00 | Desilting of 300mm dia Master sewer lines has been prepared with taking Appx discharge of 300mm 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) Asuming 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 submerssible pump alngwith 10 Mtr. head is required at site | 6,845 | Metre | 450 ₹30,80,250 Lowest | 500 ₹34,22,500 |
| 2.00 | 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 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 submerssible pump alngwith 10 Mtr. head is required at site | 2,180 | Metre | 605 ₹13,18,900 | 600 ₹13,08,000 Lowest |
| 3.00 | 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 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 submerssible pump alngwith 10 Mtr. head is required at site | 1,390 | Metre | 605 ₹8,40,950 | 600 ₹8,34,000 Lowest |
| 4.00 | 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 desiling 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 submerssible pump alngwith 10 Mtr. head is required at site | 5,110 | Metre | 900 ₹45,99,000 Lowest | 900 ₹45,99,000 Lowest |
| 5.00 | ..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 desiling 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 submerssible pump alngwith 10 Mtr. head is required at site... | 3,180 | Metre | 1,500 ₹47,70,000 | 1,400 ₹44,52,000 Lowest |
| 6.00 | ..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 desiling 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 submerssible pump alngwith 12 Mtr. head is required at site | 800 | Metre | 1,500 ₹12,00,000 | 1,400 ₹11,20,000 Lowest |
| 7.00 | CCTV Survey by Lazer Profiler | 20,195 | Metre | 70 ₹14,13,650 Lowest | 90 ₹18,17,550 |
| 8.00 | Desilting of 550mm dia Master sewer lines has been prepared with taking Appx discharge of 550mm 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 submerssible pump alngwith 10 Mtr. head is required at site | 690 | Metre | 750 ₹5,17,500 Lowest | 900 ₹6,21,000 |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
15 Sept 2025, 3:00 pmClosed
BHANU PARKASH SHARMA
Jind PHED No. 1
Cleaning of various size sewer lines to be cleaning through Super Sucker De-silting Machine
2025_HRY_469782_1
2025BF98FD1B D491 4AB4 8EAD 02C1A422EE64568PUH
Open Tender
Civil Works
Works
200 days
Jind
4 documents required · 4 mandatory
₹15,000
₹4.9 L
Yes
10 Nov 2025
3 Sept 2025
15 Sept 2025
3 Sept 2025
15 Sept 2025
3 Sept 2025
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