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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC ISMAILA S O SH CHANDER SINGH TEHSIL SAMPLA ISMAILA 11B 37 ROHTAK | ROHTAK | ROHTAK | HARYANA | ₹7.6 L | L1 | Accepted-AOC Rate Accepted |
| 2 | L2₹7.7 LRejected-Finance AARA MACHINE WALL GALL MAHABIR PARK BAHADURGARH 124507 | BAHADURGARH | JHAJJAR | HARYANA | 124507 | ₹7.7 L | L2 | Rejected-Finance Above Rate, Rejected |
| 3 | L3₹7.9 LRejected-Finance H NO 150 ASAUDHA TODRAN 124505 | JHAJJAR | HARYANA | 124505 | ₹7.9 L | L3 | Rejected-Finance Above Rate, Rejected |
| 4 | L4₹8.0 LRejected-Finance | ₹8.0 L | L4 | Rejected-Finance Above Rate, Rejected |
| 5 | Not Admitted-Fee/PreQual/Technical HOUSE NO 2 RATHDHANA ROAD THE GOLDEN ERA PUBLIC SCHOOL KALAVATI VIHAR SONIPAT | SONIPAT | SONIPAT | HARYANA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8.6 L
EMD Value
₹17,163
Closing Date
30 Apr 2026, 6:00 pmClosed
BHARAT BHUSHAN
Municipal Council Bhadurgarh
Construction of CC street from Prem Nagar to Sector 02 in ward no. 27, Municipal Council, Bahadurgarh.
2026_HRY_517217_1
2026B072E546 F91E 4117 BA6C 916F66A9769E293ULB
Open Tender
Civil Works
90 days
Bahadurgarh
Compaction, CC, GSB, Drain, Brick work etc.
2 documents required · 2 mandatory
₹1,000
₹17,163
Yes
20 May 2026
23 Apr 2026
1 May 2026
23 Apr 2026
30 Apr 2026
23 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 | [17.14.1]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 1. Grading I material [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 | [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] | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | - | cum | - | - | 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 |
| 10 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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