Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.2 LAccepted-Finance | 1 | Accepted-Finance Final order/Rate Will be confirmed after lottery system | |
| 2 | 1₹22.2 LAccepted-Finance B 6 BALDA COLONY NISHATGANJ LUCKNOW 226007 | LUCKNOW | UTTAR PRADESH | 226007 | 1 | Accepted-Finance Final order/Rate Will be confirmed after lottery system | |
| 3 | 1₹22.2 LAccepted-Finance BIJNOR | UTTAR PRADESH | 246701 | 1 | Accepted-Finance Final order/Rate Will be confirmed after lottery system | |
| 4 | 1₹22.2 LAccepted-Finance 152 JAIL ROAD NAYI BASTI PATTAL WALI GALI NAI BASTI SITAPUR SITAPUR UTTAR PRADESH 261001 | SITAPUR | UTTAR PRADESH | 261001 | 1 | Accepted-Finance Final order/Rate Will be confirmed after lottery system | |
| 5 | 1₹22.2 LAccepted-Finance 227809 | AMETHI | UTTAR PRADESH | 227809 | 1 | Accepted-Finance Final order/Rate Will be confirmed after lottery system |
Tender Value
Refer Docs
EMD Value
₹52,200
Closing Date
19 Aug 2026, 1:00 pmClosed
Managing Director UPSWC
U.P. State warehousing corporation New Hyderabad Lucknow 226007
Repair of UPSWC Godowns at Jamaur-C
2026_UPSWC_1175502_1
2026082926
Open Tender
Civil Works
Percentage
90 days
Jamaur (Shahjahanpur)
Only registered contractor with UPSWC can apply
2 documents required · 2 mandatory
₹1,180
U.P. State warehousing corporation
₹52,200
3 Sept 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 58.05 | cum | 2,434.25 | ₹1,41,308.21 |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 87.08 | cum | 6,812 | ₹5,93,188.96 |
| - | Cement concrete pavement with 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 196.1 | cum | 8,595.15 | ₹16,85,508.91 |
| - | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. | 426.71 | litre | 55.5 | ₹23,682.41 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 40.6 | sqm | 392.15 | ₹15,921.29 |
| - | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. | 212.5 | metre | 100.6 | ₹21,377.5 |
| - | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | 637.5 | per cm depth per cm width per metre length | 5.3 | ₹3,378.75 |
| - | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including al lifts involved. | 337.66 | cum | 263.95 | ₹89,125.36 |
| - | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 279.61 | sqm | 129.85 | ₹36,307.36 |
stage.html
html • 0.08 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.27 MB
BOQ_2209043.xls
BOQ • 0.51 MB
MTF.pdf
Tender Documents • 0.41 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .