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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC 1ST FLOOR BHARAT PHOTOSTATE OLD BAZAR BHUNA DISTRICT FATEHABAD 125111 | BHUNA | FATEHABAD | HARYANA | 125111 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.6 L+₹46,994.22 (4.21%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L2₹11.6 L+₹46,994.22 (4.21%)Rejected-Finance 3701 3701 NEAR SAINI HOSPITAL UKLANA ROAD BHUNA 125111 | FATEHABAD | HARYANA | 125111 | L2 | Rejected-Finance L2 | |
| 4 | Not Admitted-Fee/PreQual/Technical GALI NO 2 BHUNA ROAD FATEHABAD 125050 | FATEHABAD | FATEHABAD | HARYANA | 125050 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.2 L
EMD Value
₹32,410
Closing Date
11 Mar 2026, 5:00 pmClosed
Narinder Pawar
Municipal Committee Bhuna
Const of IPB street from Gurbhej Sardar to Panna sardar , REENA RANI TO BHAJAN KAMBOJ HOUSE Ward 2 BHUNA
2026_HRY_505500_1
2026D5D0A160 1203 41CB 9416 872AB74826A7275ULB
Open Tender
Civil Works
Works
230 days
Bhuna
2 documents required · 2 mandatory
₹1,000
₹32,410
Yes
7 May 2026
27 Feb 2026
12 Mar 2026
27 Feb 2026
11 Mar 2026
27 Feb 2026
27 Feb 2026 - 1 Mar 2026
[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate]
[17.22.3]Water Bound Macadam Gr I 3. Water Bound Macadam Grading I with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
[20.85.2]Supplying and Fixing of PVC water bars for water stops flexible physical plastic for preventing leakage in concrete joints to avoid seepage ( Fixo- stop) with ribs and central bulbs marked as per IS-12200 of 2001 along with bitumen filler complete in all respects. 2. 150mm wide X 6.00 mm thickness of wall [Through Rate]
[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 [Through Rate]
[22.206.1]Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [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]
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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