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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC GROUND FLOOR OFFICE NO 3 TOWER 2 SHRIRAM HEIGHTS RAJ NAGAR EXT GHAZIABAD 201017 | GHAZIABAD | UTTAR PRADESH | 201017 | ₹13.7 L | L1 | Accepted-AOC AOC |
| 2 | L2₹14.4 LRejected-Finance | ₹14.4 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹14.8 LRejected-Finance | ₹14.8 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | Not Admitted-Fee/PreQual/Technical WARD NO 21 AGARSEN CHOWK HODAL TEHSIL HODAL DISTT PALWAL 121106 | HODAL | PALWAL | HARYANA | 121106 | - | - | Not Admitted-Fee/PreQual/Technical Others-Contractor refused to bid |
Tender Value
₹13.7 L
EMD Value
₹27,460
Closing Date
5 Jan 2026, 5:00 pmClosed
SATPAL
Municipal Council Hodal
CONSTRUCTION OF IPB STREET AND DRAIN FROM RAILWAY ROAD TO GIRRAJ SHOP , GARHI ROAD TO DR YADRAM SHOP TO LAL SINGH HOUSE IN WARD 17 MC HODAL
2025_HRY_492098_1
2025E903B1EA 0D02 4118 96A9 351C7325FB72329ULB
Open Tender
Civil Works
210 days
Hodel
2 documents required · 2 mandatory
₹1,000
₹27,460
Yes
18 Feb 2026
22 Dec 2025
6 Jan 2026
22 Dec 2025
5 Jan 2026
22 Dec 2025
[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km . [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]
[17.69.2]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]
[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]
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
[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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