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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC GROUND FLOOR SABERWAS ROAD NEAR MINNOR AGROHA SAWANI HISAR HARYANA 125047 | HISAR | HISAR | HARYANA | 125047 | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.5 L+₹7,303.15 (0.59%)Rejected-Finance 3701 3701 NEAR SAINI HOSPITAL UKLANA ROAD BHUNA 125111 | FATEHABAD | HARYANA | 125111 | L2 | Rejected-Finance L2 | |
| 3 | L3₹12.8 L+₹42,750.13 (3.45%)Rejected-Finance BAGAON VILLAGE BAGAON DISTT FATEHABAD 125050 | BAGAON | FATEHABAD | HARYANA | 125050 | L3 | Rejected-Finance L3 | |
| 4 | L4₹15.0 L+₹2.7 L (21.5%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹17.8 L
EMD Value
₹35,650
Closing Date
2 Mar 2026, 5:00 pmClosed
Narinder Pawar
Municipal Committee Bhuna
CONST OF IPB Street from h/o sardar santokh singh to h/o MC parveen kumar and h/o ankush panjabi to s/o satish likha and goyal tent to ramesh book store in ward 10 MC bhuna
2026_HRY_503888_1
20264AFD79F4 BE2E 48A3 9656 E0883B8C06F8275ULB
Open Tender
Civil Works
Works
170 days
Bhuna
2 documents required · 2 mandatory
₹1,000
₹35,650
Yes
2 Apr 2026
19 Feb 2026
3 Mar 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
19 Feb 2026 - 21 Feb 2026
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) 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]
[2.B0242] B0242. 150 mm dia PVC pipe [Rate]
[21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [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]
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
[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]
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