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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC H NO 413 VILLAGE SULKHANI P O BUGANA 125121 | HISAR | HARYANA | 125121 | ₹1.8 L | L1 | Accepted-AOC ok |
| 2 | L2₹1.9 LRejected-Finance GALI NO 5 SUNAROWALI VINOD NAGAR MILL GATE HISAR | ₹1.9 L | L2 | Rejected-Finance ok |
| 3 | L3₹2.0 LRejected-Finance | ₹2.0 L | L3 | Rejected-Finance ok |
Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
2 Mar 2026, 9:00 amClosed
BHUPENDER SINGH
DIV 1 Hissar
A/mtc estimate for roads in sector- 1and4 Hisar for the year 2025-2026.
2026_HBC_504813_1
20263FBC3403 49C7 4F24 A15C 19B39B9E3227259HSV
Open Tender
Civil Works
60 days
Hisar
Repairing of Storm Water Drains at various locations in Jindal HBC in Sector-4P-II, Hisar and all others works contingent thereto
2 documents required · 2 mandatory
₹250
Yes
₹4,000
Yes
15 Apr 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)
[11.52]Cement rendering on plaster 1 mm thick
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
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