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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC GROUND FLOOR OFFICE NO 3 TOWER 2 SHRIRAM HEIGHTS RAJ NAGAR EXT GHAZIABAD 201017 | GHAZIABAD | UTTAR PRADESH | 201017 | ₹8.4 L | L1 | Accepted-AOC AOC |
| 2 | L2₹8.9 LRejected-Finance | ₹8.9 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹9.2 LRejected-Finance | ₹9.2 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Contractor refused to bid |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Contractor refused to bid |
| Sl No | Description | Qty | Unit | SARA CONSTRUCTIONS L3 | The Badgujar Contractor L2 | OM ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Supply and fixing of good Earth (including royalty) by mechanical transport up to a lead cum of taken also including ramming and watering of the earth in layers etc. Complete | 218.81 | cum | 600 ₹1.3 L | 550 ₹1.2 L | 504 ₹1.1 L |
Tender Value
₹8.4 L
EMD Value
₹16,795
Closing Date
5 Jan 2026, 5:00 pmClosed
SATPAL
Municipal Council Hodal
Construction of IPB Road and Drain From Kali sadak to BSN school in ward no 07 MC Hodal
2025_HRY_492148_1
20251388CC32 DF83 46C2 B528 9DEDD447B6CA329ULB
Open Tender
Civil Works
210 days
Hodel
2 documents required · 2 mandatory
₹1,000
₹16,795
Yes
16 Feb 2026
22 Dec 2025
6 Jan 2026
22 Dec 2025
5 Jan 2026
22 Dec 2025
Supply and fixing of good Earth (including royalty) by mechanical transport up to a lead cum of taken also including ramming and watering of the earth in layers etc. Complete
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
[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]
[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]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick [Through Rate]
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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