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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106 | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.1 L+₹17,023.35 (1.42%)Rejected-Finance KHEWAT NO 1011 PLOT NO 1010 MATURAM COLONY 125050 | FATEHABAD | FATEHABAD | HARYANA | 125050 | L2 | Rejected-Finance L2 | |
| 3 | L3₹12.5 L+₹51,943.03 (4.34%)Rejected-Finance BIYANA KHERA VPO BIYANA KHERA HISSAR 125121 | HISAR | HARYANA | 125121 | L3 | Rejected-Finance L3 | |
| 4 | L4₹13.9 L+₹2.0 L (16.5%)Rejected-Finance PHOOLKAN | L4 | Rejected-Finance L4 |
Tender Value
₹14.5 L
EMD Value
₹29,200
Closing Date
7 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Fatehabad
Construction of CC Street from Senior Model School to 18 s Vogue in Model Town Ward no. 23 M.C Fatehabad
2026_HRY_511604_1
2026D1AC011E 77AC 474C B5BE A901ADF145B4272ULB
Open Tender
Civil Works
Works
150 days
Fatehabad
1st time tender
2 documents required · 2 mandatory
₹1,000
₹29,200
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 | [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] | 0.6 | cum | - | - |
| 2 | [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] | 0.6 | Sqm | - | - |
| 3 | [17.66.1]Rectangular Concrete Block Pavement 1. Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 [Through Rate] | 1 | cum | - | - |
| 4 | [17.67]Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. [Through Rate] | 0.8 | cum | - | - |
| 5 | [17.68]Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mm Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mm and spreading 25 mm thick sand underneath filling joints with sand as per technical specification clause 1503. [Through Rate] | 0.8 | cum | - | - |
| 6[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] | |||||
| 7[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] | |||||
| 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] | 0.6 | 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] | 0.6 | cum | - | - |
| 10 | [6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate] | 1 | cum | - | - |
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