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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance 83 VPO SANGHI ROHTAK 124303 | ROHTAK | ROHTAK | HARYANA | 124303 | ₹1.3 Cr | L1 | Accepted-Finance Lowest |
| 2 | L2₹1.4 Cr+₹10.4 L (8.12%)Rejected-Finance VPO BARI TEHSIL GANAUR SONEPAT 131101 | SONEPAT | SONIPAT | HARYANA | 131101 | ₹1.4 Cr+₹10.4 L (8.12%) | L2 | Rejected-Finance Higher |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹3.2 L
Closing Date
1 Jun 2026, 9:00 amClosed
AJAY NIRALA
Muncipal Corporation Sonipat
Providing and laying of Interlocking tile in various area in MC Sonipat.
2026_HRY_522932_1
2026824F5D02 C5F4 45AB A3FB FF12E1868211292ULB
Open Tender
Civil Works
Works
200 days
Sonepat
2 documents required · 2 mandatory
₹15,000
₹3.2 L
Yes
16 Sept 2026
20 May 2026
1 Jun 2026
20 May 2026
1 Jun 2026
20 May 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 |
|---|---|---|---|---|---|
| 1 | [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] | - | cum | 1,094 | - |
| 2 | [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 | 7 | - |
| 3 | [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] | - | Sqm | 655 | - |
| 4 | [6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] | - | cum | 2,442 | - |
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