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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | L1 | Accepted-AOC As per LOA | |
| 2 | L2₹4.4 L+₹40,677.74 (10.1%)Rejected-Finance 145 DERA NAMBERDAR VILL RASULPUR PO SIWAN DISTT KAITHAL 136033 | KAITHAL | KAITHAL | HARYANA | 136033 | L2 | Rejected-Finance L-2 Agency | |
| 3 | L3₹4.4 L+₹41,059.09 (10.2%)Rejected-Finance NEAR SAINI SAMAJ BHAWAN PEHOWA DHAND ROAD THANESAR KURUKSHETRA 136118 | KURUKSHETRA | HARYANA | 136118 | L3 | Rejected-Finance L-3 Agency | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.2 L
EMD Value
₹10,000
Closing Date
9 May 2026, 5:00 pmClosed
Manjeet Singh Rathee
Municipal Committee Nilokheri
Construction and Repair of Street from H/o Rahul Bhatia to Farm of Arjun Bhatia in Kisan Basti Ward No. 01, M.C. Nilokheri.
2026_HRY_519177_1
20265B48190D 109A 4157 93D5 C48DD3931878311ULB
Open Tender
Civil Works
Works
90 days
Nilokheri
2 documents required · 2 mandatory
₹500
₹10,000
Yes
4 Jun 2026
2 May 2026
11 May 2026
2 May 2026
9 May 2026
2 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 1 | cum | 1,863 | ₹1,861.14 |
| 2 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | - | Sqm | 216 | - |
| 3 | [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 | - |
| 4 | [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 | - |
| 5 | [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] | - | Sqm | 26 | - |
| 6 | [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] | - | Sqm | 66 | - |
| 7 | [17.8.3]Compaction 3. Extra for rolling to specifications [Through Rate] | - | cum | 27 | - |
| 8 | [2.B0037] B0037. Fine sand (zone IV) [Rate] | - | cum | 536 | - |
| 9 | [2.RM079] RM079. Earth Cost or compensation for earth taken from private land [Rate] | - | cum | 18 | - |
| 10 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | 83 | - |
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BOQ_598071.xls
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