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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-Finance 1804 SECTOR 2 HUDA 124001 | ROHTAK | HARYANA | 124001 | ₹5.8 Cr | L1 | Accepted-Finance Due to L1 |
| 2 | L2₹6.1 Cr+₹27.7 L (4.78%)Accepted-Finance 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | ₹6.1 Cr+₹27.7 L (4.78%) | L2 | Accepted-Finance Due to L2 |
| 3 | L3₹6.5 Cr+₹69.0 L (11.9%)Accepted-Finance 52 SHANTI NAGAR MODEL TOWN PANIPAT OPPOSITE AMAR STEEL SHUTTERING WORKS 132103 | PANIPAT | PANIPAT | HARYANA | 132103 | ₹6.5 Cr+₹69.0 L (11.9%) | L3 | Accepted-Finance Due to L3 |
| 4 | L4₹6.7 Cr+₹92.9 L (16.0%)Accepted-Finance | ₹6.7 Cr+₹92.9 L (16.0%) | L4 | Accepted-Finance Due to L4 |
| 5 | L5₹6.9 Cr+₹1.1 Cr (18.5%)Accepted-Finance MD22 ELDECO MENSIONZ SOHNA ROAD NEAR FAZILPUR CHOCK GURGAON FF 19 OMAXE GURGAON MALL SOHNA ROAD GURUGRAM 2021R5777 | GURUGRAM | GURUGRAM | HARYANA | ₹6.9 Cr+₹1.1 Cr (18.5%) | L5 | Accepted-Finance Due to L5 |
| Sl No | Description | Qty | Unit | Jai Shree Balaji Constn Co. L3 | Bansal Construction Co, Gurgaon L5 | M/S SHREE BALAJI BUILDERS L2 | Narender Singh Contractor L1 | Rohtash L4 | Anil Kumar Contractor L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer. Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons. (Make Jain irrigation, Time technoplast, Duraline)
315 mm outer dia | 1,042 | Per Metre | 7,500 ₹78,15,000 | 9,000 ₹93,78,000 | 8,435 ₹87,89,270 | 7,150 ₹74,50,300 Lowest | 8,000 ₹83,36,000 | 12,800 ₹1,33,37,600 |
| 2.00 | Crossing of Roads with trenchless technology with MS Casing pipes with HDPE pipe of PE100 PN 6 Complete with all material and Labor cost | 100 | Metre | 20,000 ₹20,00,000 | 45,000 ₹45,00,000 | 43,335 ₹43,33,500 | 38,000 ₹38,00,000 | 43,000 ₹43,00,000 | 13,000 ₹13,00,000 Lowest |
| 3.00 | Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN6 (suitable for pulling method for jointing) pipes for sewer line as per IS14333 (amended upto date) with compliance for maintaining slope as per
design by trenchless adopting HDD method (Horizontal Directional Drilling)
below ground at all depth including carriage etc. complete in all respect,
construction of thrust pit and receiving pit of required size upto 3 metre
depth and soil investigation, making suitable arrangement for barricading of
pits, traffic diversion, lights, traffic permission from relevant authority
(though department will assist in getting the permission), refilling of pits in
compacted layers of 150 mm including disposal of surplus material with all
lift and lead upto 50 metre as per specification and the direction of the
Engineer. Note-1 Length of pipe shall be measured in between the outer wall
of two manholes / Inspection chambers, Pipe in the manhole/inspection
chamber’s wall shall deemed to be included in the item of
manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe
jacking is not permitted for workmen safety reasons. (Make Jain irrigation,
Time technoplast, Duraline) 400 mm outer dia | 1,000 | Per Mtr. | 9,500 ₹95,00,000 Lowest | 14,000 ₹1,40,00,000 | 13,335 ₹1,33,35,000 | 12,050 ₹1,20,50,000 | 14,000 ₹1,40,00,000 | 14,000 ₹1,40,00,000 |
| 4.00 | Providing, lifting, transporting, lowering in position Precasr Manhole with Circular segment 1800mm i/d of M-30 concrete with 200mm thick RCC slab. | 80 | Each | 75,000 ₹60,00,000 | 50,000 ₹40,00,000 Lowest | 88,935 ₹71,14,800 | 73,200 ₹58,56,000 | 85,000 ₹68,00,000 | 1,60,000 ₹1,28,00,000 |
| 5.00 | Providing house hold sewer connections complete in all respect... | 350 | No. | 3,000 ₹10,50,000 | 3,000 ₹10,50,000 | 1,150 ₹4,02,500 Lowest | 2,050 ₹7,17,500 | 2,700 ₹9,45,000 | 6,500 ₹22,75,000 |
| 6.00 | Design, construction, erection, testing and commissioning of MPS and following components: b) RCC Inlet chamber, screening chamber, collecting tank, wet well sump suitable for 4.50 MLD average flow with peak factor 3 including providing and installing 5 No. non clog sewage submersible pump set i.e. 1 No. of 9400 LPM, 2 No. 3200 LPM and 2 No of 1600 LPM ( 1 No. 55 BHP , 2 No. 20 BHP, 2 No. 10 BHP ) having minimum head of 15.00 m. equipped with suitable LT panel board, all safety devices automatic capacitor bank and suitable size submersible cable complete in all respect as per approved NIT. c) K9 DI pipes of suitable dia at MPS including welding and screwing of flanges, ISI marked DI fittings, sluice valves, non returning valves as per
requirements even for bye-pass arrangements complete in all respects as per approved NIT. d) 3 No. Cl Gear operated sluice gate with SS spindle (SS 410) and seats (SS304) (2Nos. for screen and 1 No. for partition of collecting tank) as per design complete in all respect as per approved NIT. e) Supply and installation of 2 Nos. mechanical coarse screens suitable for 4.50 MLD average flow with peak factor of 3.0 complete in all respects as per approved NIT: f) All the infrastructure except construction of staff quarter, boundary wall and worked covered under schedule-1A ( HSR-items ) and path ways/roads required to be executed at site to make the MPS functional is included in the scope of work for lumpsump job complete in all respects as per approved NIT. g) All
the pumping machinery, panel board, Level sensor etc. h) Railing , Stair SS , Guide Pipe , Specials plus SV shall be controlled by PLC and SCADA and shall be synchronized with PLC panels at MPS and STP site through broadband internet facility. h) The size and quantities of all the above components will be as per approved structural/ Hydraulic/ Mechanical/ Electrical design to be approved by department before actual
execution of work complete in all respects as per approved NIT | 1 | Job | 1,35,00,000 ₹1,35,00,000 | 1,01,00,000 ₹1,01,00,000 | 74,55,000 ₹74,55,000 | 64,30,000 ₹64,30,000 Lowest | 78,00,000 ₹78,00,000 | 1,20,00,000 ₹1,20,00,000 |
Tender Value
₹7.6 Cr
EMD Value
₹15.1 L
Closing Date
29 Jul 2026, 11:00 amClosed
AMIT KUMAR SANDILA
Nuh (P) PHED No. 1
Providing and laying of sewer line 200mm, 250mm, 300mm, 400mm i/d SW sewer line in balance area and replacement of damaged existing sewer line and Construction of MPS in Tauru Town
2026_HRY_532825_1
2026387AAA16 5CBD 42A6 BF96 C0D7D72D2142560PUH
Open Tender
Civil Works
Works
365 days
Taoru
Providing and laying of sewer line 200mm, 250mm, 300mm, 400mm i/d SW sewer line in balance area and replacement of damaged existing sewer line and Construction of MPS in Tauru Town
2 documents required · 2 mandatory
₹20,000
₹15.1 L
Yes
2 Sept 2026
1 Jul 2026
29 Jul 2026
1 Jul 2026
29 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer. Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons. (Make Jain irrigation, Time technoplast, Duraline)
315 mm outer dia | 1,042 | Per Metre | - | - |
| 2 | Crossing of Roads with trenchless technology with MS Casing pipes with HDPE pipe of PE100 PN 6 Complete with all material and Labor cost | 100 | Metre | - | - |
| 3 | Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN6 (suitable for pulling method for jointing) pipes for sewer line as per IS14333 (amended upto date) with compliance for maintaining slope as per
design by trenchless adopting HDD method (Horizontal Directional Drilling)
below ground at all depth including carriage etc. complete in all respect,
construction of thrust pit and receiving pit of required size upto 3 metre
depth and soil investigation, making suitable arrangement for barricading of
pits, traffic diversion, lights, traffic permission from relevant authority
(though department will assist in getting the permission), refilling of pits in
compacted layers of 150 mm including disposal of surplus material with all
lift and lead upto 50 metre as per specification and the direction of the
Engineer. Note-1 Length of pipe shall be measured in between the outer wall
of two manholes / Inspection chambers, Pipe in the manhole/inspection
chamber’s wall shall deemed to be included in the item of
manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe
jacking is not permitted for workmen safety reasons. (Make Jain irrigation,
Time technoplast, Duraline) 400 mm outer dia | 1,000 | Per Mtr. | - | - |
| 4 | Providing, lifting, transporting, lowering in position Precasr Manhole with Circular segment 1800mm i/d of M-30 concrete with 200mm thick RCC slab. | 80 | Each | - | - |
| 5 | Providing house hold sewer connections complete in all respect... | 350 | No. | - | - |
| 6 | Design, construction, erection, testing and commissioning of MPS and following components: b) RCC Inlet chamber, screening chamber, collecting tank, wet well sump suitable for 4.50 MLD average flow with peak factor 3 including providing and installing 5 No. non clog sewage submersible pump set i.e. 1 No. of 9400 LPM, 2 No. 3200 LPM and 2 No of 1600 LPM ( 1 No. 55 BHP , 2 No. 20 BHP, 2 No. 10 BHP ) having minimum head of 15.00 m. equipped with suitable LT panel board, all safety devices automatic capacitor bank and suitable size submersible cable complete in all respect as per approved NIT. c) K9 DI pipes of suitable dia at MPS including welding and screwing of flanges, ISI marked DI fittings, sluice valves, non returning valves as per
requirements even for bye-pass arrangements complete in all respects as per approved NIT. d) 3 No. Cl Gear operated sluice gate with SS spindle (SS 410) and seats (SS304) (2Nos. for screen and 1 No. for partition of collecting tank) as per design complete in all respect as per approved NIT. e) Supply and installation of 2 Nos. mechanical coarse screens suitable for 4.50 MLD average flow with peak factor of 3.0 complete in all respects as per approved NIT: f) All the infrastructure except construction of staff quarter, boundary wall and worked covered under schedule-1A ( HSR-items ) and path ways/roads required to be executed at site to make the MPS functional is included in the scope of work for lumpsump job complete in all respects as per approved NIT. g) All
the pumping machinery, panel board, Level sensor etc. h) Railing , Stair SS , Guide Pipe , Specials plus SV shall be controlled by PLC and SCADA and shall be synchronized with PLC panels at MPS and STP site through broadband internet facility. h) The size and quantities of all the above components will be as per approved structural/ Hydraulic/ Mechanical/ Electrical design to be approved by department before actual
execution of work complete in all respects as per approved NIT | 1 | Job | - | - |
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