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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC CCXC CG 39 PUSHPA COPLEX DELHI ROAD HISAR | HISAR | HISAR | HARYANA | ₹7.0 L Quoted ₹7.1 L | L1 | Accepted-AOC ok |
| 2 | L2₹7.3 LRejected-Finance | ₹7.3 L | L2 | Rejected-Finance ok |
| 3 | L3₹7.5 LRejected-Finance 308 MANDI ROAD BARWALA 125121 | HISAR | HARYANA | 125121 | ₹7.5 L | L3 | Rejected-Finance ok |
| 4 | L4₹7.6 LRejected-Finance BHIWANI HARYANA | BHIWANI | HARYANA | 127021 | ₹7.6 L | L4 | Rejected-Finance ok |
Tender Value
₹9.2 L
EMD Value
₹20,000
Closing Date
2 Apr 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
A/Mtc estimate of main water works Sector-3, Hisar for the year of 2025-26
2026_HBC_511279_1
2026D10FDBC9 0CF9 4C28 95CF 09B7E81C301C259HSV
Open Tender
Civil Works
60 days
Hisar
REMOVAL AND RELAYING OF EXISTING IPB AT UNEVEN SURFACE NEAR S.S. TANK IN WATER WORKS SECTOR 3 HISAR AND ALL OTHER WORKS CONTINGENT THERETO
2 documents required · 2 mandatory
₹500
Yes
₹20,000
Yes
13 May 2026
27 Mar 2026
3 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 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[17.5.3]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 | |||||
| 2[17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 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 35 over the bed of 25 mm thick fine sand complete in all respect. | |||||
| 3[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. | |||||
| 4[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 | |||||
| 5[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
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BOQ_590072.xls
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