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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.2 LAccepted-AOC 83 VPO SANGHI ROHTAK 124303 | ROHTAK | ROHTAK | HARYANA | 124303 | ₹69.2 L Quoted ₹72.8 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹75.4 LRejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹75.4 L | L2 | Rejected-Finance Higher |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | The Bhadana Co. Op. Society L2 | The Gopinath Coop. L C Society Ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | -providing and fixing MS jali reinforcement of galvanized steel wire complete in all respect | 6,250 | Sqm | 100 ₹6.3 L | 90 ₹5.6 L |
Tender Value
₹68.4 L
EMD Value
₹1.4 L
Closing Date
26 Dec 2025, 9:00 amClosed
Padam Bhushan
Muncipal Corporation Sonipat
Estimate for Providing and laying of Mastic Asphalt in Various Streets gali no. 8 to 10 Connecting streets, gali no 4A Branch street and gali no. 4 gohana road of Mayur Vihar Ward no. 19 M.C. Sonipat.
2025_HRY_491555_1
202596A4CB19 0D17 452F AC2A D4AAA6CC202F292ULB
Open Tender
Civil Works
240 days
Sonepat
2 documents required · 2 mandatory
₹5,000
₹1.4 L
Yes
27 Jan 2026
18 Dec 2025
26 Dec 2025
18 Dec 2025
26 Dec 2025
18 Dec 2025
18 Dec 2025 - 20 Dec 2025
-providing and fixing MS jali reinforcement of galvanized steel wire complete in all respect
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
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NUMBER #
[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate]
[17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) [Through Rate]
[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [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]
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