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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106 | ₹15.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.3 L+₹3,387.42 (0.22%)Rejected-Finance | ₹15.3 L+₹3,387.42 (0.22%) | L2 | Rejected-Finance L2 |
| 3 | L3₹16.0 L+₹79,792.48 (5.23%)Rejected-Finance BIYANA KHERA VPO BIYANA KHERA HISSAR 125121 | HISAR | HARYANA | 125121 | ₹16.0 L+₹79,792.48 (5.23%) | L3 | Rejected-Finance L3 |
| 4 | L4₹16.3 L+₹1.0 L (6.76%)Rejected-Finance | ₹16.3 L+₹1.0 L (6.76%) | L4 | Rejected-Finance L4 |
| 5 | L5₹16.9 L+₹1.7 L (11.1%)Rejected-Finance | ₹16.9 L+₹1.7 L (11.1%) | L5 | Rejected-Finance L5 |
Tender Value
₹18.8 L
EMD Value
₹37,700
Closing Date
25 May 2026, 5:00 pmClosed
Sumit Chopra
Municipal Council Fatehabad
Construction of CC Street Satish Colony Gali no. 3 From H/O Suresh Singla to Radheshyam Plastic House In ward 19, 21 M.C Fatehabad
2026_HRY_522057_1
2026C3A12C25 C305 4A4D 966C 2672E3F7FE11272ULB
Open Tender
Civil Works
Works
160 days
Fatehabad
2nd time tender
2 documents required · 2 mandatory
₹1,000
₹37,700
Yes
22 Sept 2026
16 May 2026
26 May 2026
16 May 2026
25 May 2026
16 May 2026
16 May 2026 - 18 May 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 | [10.17]Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect [Through Rate] | 0.4 | Sqm | - | - |
| 2 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 1 | Sqm | - | - |
| 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] | 0.6 | Sqm | - | - |
| 4 | [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 | - | - |
| 5 | [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] | - | Each | - | - |
| 6 | [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] | 0.6 | cum | - | - |
| 7 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | - | cum | - | - |
| 8 | [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 | - | - |
| 9 | [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] | 0.4 | cum | - | - |
| 10 | [6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level [Through Rate] | 0.6 | cum | - | - |
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