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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC 575 TOHANA 125120 | TOHANA | FATEHABAD | HARYANA | 125120 | ₹16.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.3 LRejected-AOC SHIVAM COMPLEX RATIA ROAD TOHANA 125120 | FATEHABAD | HARYANA | 125120 | ₹17.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹17.9 LRejected-AOC | ₹17.9 L | L3 | Rejected-AOC L3 |
| 4 | l4₹18.2 LRejected-AOC | ₹18.2 L | l4 | Rejected-AOC L4 |
| 5 | Rejected-Technical 737 14 GEETA COLONY TOHANA TOHANA 125120 | FATEHABAD | HARYANA | 125120 | - | - | Rejected-Technical Technically bid not qualified |
Tender Value
₹23.2 L
EMD Value
₹46,320
Closing Date
10 Dec 2025, 5:00 pmClosed
Pankaj Kumar
Municipal Committee Jakhal Mandi
Const of IPB Street from railway road to H/o brijpal master Via Rangoli garden in Ward no 9, jakhal Mandi
2025_HRY_487631_1
2025FC59B714 BE34 4363 ABCD 1337EA69C656488ULB
Open Tender
Civil Works
80 days
Jakhal
Const of IPB Street from railway road to H/o brijpal master Via Rangoli garden in Ward no 9, jakhal Mandi
2 documents required · 2 mandatory
₹1,000
₹46,320
Yes
7 Mar 2026
3 Dec 2025
11 Dec 2025
3 Dec 2025
10 Dec 2025
3 Dec 2025
[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) 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]
[21.93.2]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 [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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