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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC VILLAGE JAMUNI BARWA NO 1 POST MUNDERA KAPTAINGANJ DISTT KUSHI NAGAR UP 274301 | KAPTAINGANJ | KUSHI NAGAR | UTTAR PRADESH | 274301 | ₹5.2 L | L1 | Accepted-AOC ok |
| 2 | L2₹6.7 LRejected-Finance 165 B STREET NO 8 9 JAWAHAR NAGAR | HISAR | HISAR | HARYANA | ₹6.7 L | L2 | Rejected-Finance ok |
Tender Value
₹6.9 L
EMD Value
₹14,000
Closing Date
13 Apr 2026, 9:00 amClosed
BHUPENDER SINGH
DIV 1 Hissar
A/mtc of temporary disposal in sector-1P Hisar for the year 2025-2026.
2026_HBC_513210_1
20260A81F75B 3D8F 4659 85D9 7FB40EE65E4D259HSV
Open Tender
Civil Works
60 days
Hisar
Providing lowering Laying aligning fixing in position and jointing HDPE pipe
2 documents required · 2 mandatory
₹500
Yes
₹14,000
Yes
1 Jun 2026
7 Apr 2026
13 Apr 2026
7 Apr 2026
13 Apr 2026
7 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 2 | [21.97.5]`Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-100 grade and PN-6 for sewer. application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.
` 5. 315 mm Outside Dia | - | Per Metre | - | - | BI01010001010000000000000515BI0100001116 |
| 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. | - | Meter | - | - | BI01010001010000000000000515BI0100001117 |
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
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BOQ_592028.xls
BOQ • 0.26 MB
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