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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.1 LAccepted-AOC | ₹63.1 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹71.4 L+₹8.2 L (13.0%)Rejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹71.4 L+₹8.2 L (13.0%) | L2 | Rejected-Finance Higher |
| 3 | L3₹71.5 L+₹8.3 L (13.2%)Rejected-Finance 83 VPO SANGHI ROHTAK 124303 | ROHTAK | ROHTAK | HARYANA | 124303 | ₹71.5 L+₹8.3 L (13.2%) | L3 | Rejected-Finance Higher |
| 4 | L4₹88.2 L+₹25.0 L (39.6%)Rejected-Finance | ₹88.2 L+₹25.0 L (39.6%) | L4 | Rejected-Finance Higher |
| 5 | L5₹92.3 L+₹29.2 L (46.3%)Rejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹92.3 L+₹29.2 L (46.3%) | L5 | Rejected-Finance Higher |
Tender Value
₹84.0 L
EMD Value
₹1.7 L
Closing Date
25 Feb 2026, 9:00 amClosed
Padam Bhushan
Muncipal Corporation Sonipat
1218 - Estimate for Construction of C.C Street in Kalyan nagar Bhim Nagar and Various other places in ward no 11 M.C Sonipat .
2026_HRY_503021_1
202639CC6EC7 C52F 4995 A0E9 BCAB66006B54292ULB
Open Tender
Civil Works
Works
180 days
Sonepat
2 documents required · 2 mandatory
₹5,000
₹1.7 L
Yes
3 Apr 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
17 Feb 2026 - 19 Feb 2026
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]
[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]
[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.1.8]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) [Through Rate]
[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate]
[9.58.1.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1.3. Coupler 150 mm [Through Rate]
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