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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC 1069 SHIV NAGAR BYPASS UNNAO U P | UNNAO | UNNAO | UTTAR PRADESH | ₹11.7 L | L1 | Accepted-AOC l1 |
| 2 | L2₹11.7 LRejected-AOC JAMO ROAD GALA MANDI ABHAY HOSPITAL JAMO AMETHI U P | AMETHI | AMETHI | UTTAR PRADESH | ₹11.7 L | L2 | Rejected-AOC l2 |
Tender Value
Refer Docs
EMD Value
₹28,000
Closing Date
28 Mar 2026, 3:00 pmClosed
Project Manager Unit 12
129 K K PURI AWAS VIKAS JHANSI
Construction of Community hall in the village of Sitaura in the Chirgaon Development Block
2026_UPPRC_1128918_12
07/PM12/UPPCL/2025-26
Open Tender
Civil Works
Percentage
30 days
Jhansi
AS PER NIT
2 documents required · 2 mandatory
₹5,900
₹28,000
Yes
20 Apr 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
23 Mar 2026 - 28 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 |
|---|---|---|---|---|---|
| 1SAMUDAYIK BHAVAN Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil | |||||
| 2Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 3Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. | |||||
| 4Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. | |||||
| 5Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Lintel) Up to plinth level | |||||
| 6Above plinth level | |||||
| 7As in item no. 6 above but for Beam (Using 1:1.5:3 Mix concrete) Above plinth level | |||||
| 8As in item no. 6 above but for Footing (Using 1:1.5:3 Mix concrete) | |||||
| 9As in item no. 6 above but for Column (Using 1:1.5:3 Mix concrete) Up to plinth level | |||||
| 10Above plinth level | |||||
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finance_2105854.pdf
BOQ Comparative Chart
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Tendernotice_1.pdf
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NIT13.pdf
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BOQ_2105854.xls
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