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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC 2168 9 SHIV COLONY KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | ₹7.2 L Quoted ₹7.8 L | L1 | Accepted-AOC wa |
| 2 | L2₹8.2 L+₹37,123.80 (4.76%)Rejected-AOC PRESIDENT RAJESH KUMAR R O VPO CHUHARMAJRA DISTT KAITHAL | ₹8.2 L+₹37,123.80 (4.76%) | L2 | Rejected-AOC wna |
| 3 | Not Admitted-Fee/PreQual/Technical H NO 311 1ST FLOOR OLD H B C SEC 13 KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.4 L
EMD Value
₹14,860
Closing Date
12 Mar 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
Raising of manholes and laying of RCC slab on various points
2026_HBC_506898_1
2026C3443331 D505 42CB 98B4 358F87397CF5240HSV
Open Tender
Civil Works
Works
60 days
Karnal
2 documents required · 2 mandatory
₹500
₹14,860
Yes
23 May 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
[1.PM026] PM026. Tractor with trolley
[1.PM057] PM057. Hire charges for JCB with bucket capacity more than 0.75 cum with fuel and driver
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
[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
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar
[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
[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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