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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC BAGAON VILLAGE BAGAON DISTT FATEHABAD 125050 | BAGAON | FATEHABAD | HARYANA | 125050 | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.0 L+₹59,889.92 (4.15%)Rejected-Finance CIA STAFF GALI NARWANA JIND HARYANA 126116 | NARWANA | JIND | HARYANA | 126116 | L2 | Rejected-Finance L2 | |
| 3 | L3₹16.0 L+₹1.6 L (10.8%)Rejected-Finance VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106 | L3 | Rejected-Finance L3 | |
| 4 | L4₹16.5 L+₹2.0 L (14.2%)Rejected-Finance DHANI CHATRIAN DHANI CHATRIAN HIJRAWAN KALAN 2025R20864 | HIJRAWAN KALAN | FATEHABAD | HARYANA | L4 | Rejected-Finance L4 | |
| 5 | L5₹17.9 L+₹3.4 L (23.8%)Rejected-Finance MUNICIPAL CORPORATION URBAN LOCAL BODIES FATEHABAD | L5 | Rejected-Finance L5 |
Tender Value
₹20.7 L
EMD Value
₹41,400
Closing Date
7 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Fatehabad
Construction of IPB side path from Ram Sewa Samiti Dharamshala to Gaushala Gate,Anaj Mandi Gate 1 to Gate 2, IPB Street from Radheshyam Shop to National Library in Ward 24 M.C Fatehabad
2026_HRY_511589_1
2026AD85ACB4 57FB 43AA 922E 5F8145466B44272ULB
Open Tender
Civil Works
Works
180 days
Fatehabad
1st Time Tender
2 documents required · 2 mandatory
₹1,000
Yes
₹41,400
Yes
20 May 2026
28 Mar 2026
8 Apr 2026
28 Mar 2026
7 Apr 2026
28 Mar 2026
28 Mar 2026 - 30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | |||||
| 2 | [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] | 0.2 | cum | - | - |
| 3 | [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] | 1 | Sqm | - | - |
| 4 | [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] | 0.4 | Sqm | - | - |
| 5 | [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] | 0.4 | Sqm | - | - |
| 6[2.B0242] B0242. 150 mm dia PVC pipe [Rate] | |||||
| 7[21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate] | |||||
| 8[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] | |||||
| 9 | [5.3.1.2]Dismantling Stone Pitching 1.2. Dry Conditions Stone pitching laid dry, but grouted with natural silt and clay [Through Rate] | 0.2 | cum | - | - |
| 10 | [5.6]Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : [Through Rate] | 0.4 | cum | - | - |
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