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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.8 L+₹37,085.76 (5.01%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹7.4 L
EMD Value
₹14,800
Closing Date
7 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Fatehabad
Construction of CC streets from Happy Nagpal ( friends furniture ) to Mangiram Bishnoi and from Basant Naik to Baljit Sardar and adjoining streets, in Ward No. 8, MC Fatehabad
2026_HRY_511588_1
2026D69D0F4D 7ADD 4B55 85C9 B588886CB7DC272ULB
Open Tender
Civil Works
Works
150 days
Fatehabad
1st time tender
2 documents required · 2 mandatory
₹1,000
₹14,800
Yes
16 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 | [17.5.2]Compacting Original Ground 2. Compacting original ground below embankment
Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate] | 1 | cum | - | - |
| 3[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] | |||||
| 4[2.B0241] B0241. 100 mm dia PVC pipe [Rate] | |||||
| 5[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] | |||||
| 6 | [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] | 1 | Each | - | - |
| 7 | [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] | 1 | cum | - | - |
| 8 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | 1 | cum | - | - |
| 9 | [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) [Through Rate] | 1 | cum | - | - |
| 10[5.3.1.2]Dismantling Stone Pitching 1.2. Dry Conditions Stone pitching laid dry, but grouted with natural silt and clay [Through Rate] | |||||
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