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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-AOC VILLAGE KAMBOPURA DISTT KARNAL | KARNAL | KARNAL | HARYANA | 1 | Accepted-AOC ok | |
| 2 | 2₹9.5 L+₹2.6 L (38.8%)Rejected-Finance PANCHKULA | 2 | Rejected-Finance ok | |
| 3 | Not Admitted-Fee/PreQual/Technical H NO 104 BASANT VIHAR KARNAL | KARNAL | HARYANA | 132001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.1 L
EMD Value
₹14,200
Closing Date
14 May 2026, 5:00 pmClosed
Monika
Municipal Corporation Karnal
Providing and fixing of 250mm dia DWC pipe on outer byepass road from Shaheed Udham Singh Chowk to Meerut road under M.C. Karnal.(Recall)
2026_HRY_520061_1
20267F655318 B48B 4CA9 B5B9 7F40298589D8747ULB
Open Tender
Civil Works
Works
60 days
Karnal
2 documents required · 2 mandatory
₹1,000
₹14,200
Yes
27 May 2026
7 May 2026
15 May 2026
7 May 2026
14 May 2026
7 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] | 24.03 | cum | 1,863 | ₹44,767.89 |
| 2 | [22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate] | 1,068 | Metre | 442 | ₹4,72,056 |
| 3 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] | 1,068 | Metre | 64 | ₹68,352 |
| 4 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] | 36 | cum | 3,476 | ₹1,25,136 |
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BOQ_598949.xls
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