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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC VILLAGE BALYNAPUR KHURD SONIPAT | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 LRejected-AOC VILLAGE RATAULI DISTRICT ROHTAK | ROHTAK | ROHTAK | HARYANA | ₹1.7 L | L2 | Rejected-AOC L2 |
Tender Value
₹1.7 L
EMD Value
₹3,340
Closing Date
24 Feb 2026, 5:00 pmClosed
Jagmal
DIV Panipat
B02)-A/mtc. of EPHS (Sewer) in Sector-29 P-I, U/E, Panipat-Repair of damaged manholes, construction of slabs and providing and fixing of SFRC manhole covers at various locations in Sector-29-I, Panipat
2026_HBC_503868_1
2026D5CFDAE0 DFC7 4502 93FE 029FC5CB5E1A241HSV
Open Tender
Civil Works
30 days
Panipat
2 documents required · 2 mandatory
₹250
₹3,340
Yes
17 Mar 2026
19 Feb 2026
25 Feb 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
[11.13.1]Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 1. 12 mm cement plaster
[11.9.1]15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand)
[21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
[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
[6.33.3]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 below 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. 3. Cold twisted bars
[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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