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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC 93 BADANPUR JIND 126152 | JIND | JIND | HARYANA | 126152 | ₹1.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 LRejected-AOC VILLAGE BALYNAPUR KHURD SONIPAT | ₹1.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹1.9 LRejected-AOC 0 MAHARISHI DAYANAND NAGAR 1 KANHELI ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹1.9 L | L3 | Rejected-AOC L3 |
Tender Value
₹1.8 L
EMD Value
₹3,700
Closing Date
12 Feb 2026, 5:00 pmClosed
Jagmal
DIV 1 Rohtak
Annual Maintenance Estimate for Storm Water Drainage in Sector-4(Extn.), Rohtak for the year 2025-26.
2026_HBC_501014_1
202644AFBBDA 70BB 471A 9249 2E18E6D4EF98267HSV
Open Tender
Civil Works
30 days
Rohtak
As per approved DNIT/NIT/CBD
2 documents required · 2 mandatory
₹250
Yes
₹3,700
Yes
2 Mar 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
[10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth.
[11.52]Cement rendering on plaster 1 mm thick
[11.7.1]20 mm cement plaster of mix : 1. 1:4 (1 cement: 4 fine sand)
[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)
[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)
[6.30.4]Centering and shuttering including strutting, propping etc. and removal of form for 4. Shelves (Cast in situ)
[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
[7.20.1]Brick work with common burnt clay 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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