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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 279 A 22 SONIPAT ROAD ROHTAK 124001 HARYANA | ROHTAK | ROHTAK | HARYANA | 124001 | ₹1.8 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹1.9 CrRejected-Finance NOT AVAILABLE | ₹1.9 Cr | L2 | Rejected-Finance HIGHER |
| 3 | L3₹2.0 CrRejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹2.0 Cr | L3 | Rejected-Finance HIGHER |
| 4 | L4₹2.2 CrRejected-Finance | ₹2.2 Cr | L4 | Rejected-Finance HIGHER |
| 5 | L5₹2.5 CrRejected-Finance VCC FARM HOUSE GALL NO 3 VIKAS NAGAR NEAR UNIQUE GARDEN MURTHAL ROAD SONIPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001 | ₹2.5 Cr | L5 | Rejected-Finance HIGHER |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
14 Jan 2026, 10:00 amClosed
Vishal Garg
Muncipal Corporation Sonipat
1170 - Estimate for replacement of rising main from rathdhana disposal to rathdhana STP and repair work of rathdhana disposal in ward no-9 under MC Sonepat
2025_HRY_493828_1
2025CBFA9766 0ADF 465D 824F CD0E7D99AB34292ULB
Open Tender
Civil Works
180 days
Sonepat
2 documents required · 2 mandatory
₹15,000
₹5.8 L
Yes
14 May 2026
30 Dec 2025
14 Jan 2026
30 Dec 2025
14 Jan 2026
30 Dec 2025
30 Dec 2025 - 1 Jan 2026
[2.EL294] EL294. 200 mm dia [Rate]
[2.PH893] PH893. Submersible motor pumping set non clog for sewerage having head 12.00 m (KSB, CRI, Kirlosker, Cromp. Greeve,Lubi) Discharge in LPM 9200 Power in BHP 40 [Rate]
[20.63.3]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 3. 200 mm i/d [Through Rate]
[20.63.8]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 8. 450 mm i/d [Through Rate]
[20.65.3]Extra for fixing K-9 D1 socketed or flanged pipe valves and specials casting in vertical positions for over head reservoirs and stand pipes etc. including cost of all special scaffolding derricks , jim poles, tools and plants, ropes, guyes complete. 3. 200 mm i/d [Through Rate]
[20.65.8]Extra for fixing K-9 D1 socketed or flanged pipe valves and specials casting in vertical positions for over head reservoirs and stand pipes etc. including cost of all special scaffolding derricks , jim poles, tools and plants, ropes, guyes complete. 8. 450 mm i/d [Through Rate]
[21.99.7]`Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN-10 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE `Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.` 7. 400 mm Outside Dia [Through Rate]
[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
[5.66.7]Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre: 7. 300 mm diameter C.I. pipe [Through Rate]
credit of steel work
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