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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC WARD NO 2 BASS MOHALLA HATHIN WARD NO 2 121103 | HATHIN | PALWAL | HARYANA | 121103 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹19.5 L+₹1.6 L (8.97%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹19.9 L+₹2.0 L (11.4%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S NIKKU MANPOWER and CONSTRUCTION L1 | M/S A.K ENTERPRISES L2 | JBM BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Supply of Earth Filling | 848.24 | Cum | 504 ₹4,27,512.96 Lowest | 678 ₹5,75,106.72 | 700 ₹5,93,768 |
Tender Value
₹17.1 L
EMD Value
₹35,000
Closing Date
29 Dec 2025, 5:00 pmClosed
ZAVED HUSSAIN
Municipal Committee Hathin
re construction of ipb street from tejpal gola to rindka road firni and side street in ward no 5 mc hathin
2025_HRY_492113_1
2025E61B113D 5690 4840 A019 3C760111778C330ULB
Open Tender
Civil Works
Works
184 days
MC Hathin
2 documents required · 2 mandatory
₹1,000
₹35,000
Yes
7 Feb 2026
22 Dec 2025
30 Dec 2025
22 Dec 2025
29 Dec 2025
22 Dec 2025
22 Dec 2025 - 29 Dec 2025
Supply of Earth Filling
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 #
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate]
[17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) 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]
[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]
[17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate]
[5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. [Through Rate]
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BOQ_570442.xls
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