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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC 28 29 GALI NO 05 MAHABIR PARK 124507 | BAHADURGARH | JHAJJAR | HARYANA | 124507 | ₹37.4 L | L1 | Accepted-AOC Rate Accepted |
| 2 | L2₹44.3 LRejected-Finance 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | ₹44.3 L | L2 | Rejected-Finance Above Rate Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical BAGDI PANA VILLAGE SANKHOL 124507 | JHAJJAR | HARYANA | 124507 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹42.1 L
EMD Value
₹84,290
Closing Date
24 Apr 2026, 6:00 pmClosed
BHARAT BHUSHAN
Municipal Council Bhadurgarh
Construction of CC Street Model town, Ram Nagar and Dharm pura in Ward no 17 MC Bahadurgarh
2026_HRY_515673_1
2026146DA52A 9488 4DCF BA41 F95A10AD144E293ULB
Open Tender
Civil Works
180 days
Bahadurgarh
CC Road
2 documents required · 2 mandatory
₹2,500
₹84,290
Yes
3 Jun 2026
17 Apr 2026
25 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | - | Kg. | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated)
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] | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 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] | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate] | - | Metre | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | [21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. [Through Rate] | - | Metre | - | - | BI01010001010000000000000515BI0100001117 |
| 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] | - | Each | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | [34.53]Providing and erecting 12 m wide overhead signs with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing [Through Rate] | - | Nos. | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | [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] | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | [6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
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