Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC M 903 KESHAV PURAM AWAS VIKAS 1 KANPUR NAGAR U P | KANPUR | KANPUR NAGAR | UTTAR PRADESH | ₹21.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.6 LRejected-AOC 560 SADAR BAZAR JHANSI UTTAR PRADESH 284001 | JHANSI | UTTAR PRADESH | 284001 | ₹21.6 L | L2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹44,000
Closing Date
12 Mar 2026, 3:00 pmClosed
PM,UNIT-10,UPPCL
Project Manager, U.P. Projects Corporation Ltd., Unit-10, Udayog Kunj Road Near Haluwakhada (Rajwaha) Nauraiya Kheda (Nahar Kothi), Dada Nagar, Kanpur
Installation Work of New Transformer for Electric Connection of Newly Constructed Burn Unit Building of G.S.V.M. Medical College Kanpur Nagar, U.P.
2026_UPPRC_1112078_3
20/PM-10/UPPCL/2025-26/Dated 02.02.2026
Open Tender
Electrical Works
Percentage
90 days
GSVM MEDICAL COLLEGE
Installation Work of New Transformer for Electric Connection of Newly Constructed Burn Unit Building of G.S.V.M. Medical College Kanpur Nagar, U.P.
2 documents required · 2 mandatory
₹5,900
₹44,000
Yes
15 Apr 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
12 Mar 2026
7 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 | Installation Work of New Transformer for Electric Connection of Newly Constructed Burn Unit Building of G.S.V.M. Medical College Kanpur Nagar, U.P. | - | - | - | - |
| 2 | TRANSFORMER FOUNDATION.
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 lift upto 1.5 m, as directed by Engineer-in-charge.Ordinary rock | 3.88 | CUM | 364.64 | ₹1,414.8 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 6.76 | CUM | 143.25 | ₹968.37 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.95 | CUM | 5,331.54 | ₹5,064.96 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
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)
BASE + COLUMN | 0.98 | CUM | 6,611.34 | ₹6,479.11 |
| 6 | Reinforced 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). | 1.13 | CUM | 8,409.12 | ₹9,502.31 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 3 | SQM | 286.61 | ₹859.83 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts . | 14.4 | SQM | 702.59 | ₹10,117.3 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 2.7 | CUM | 677.71 | ₹1,829.82 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1.99 | QTL | 7,882.53 | ₹15,686.23 |
stage.html
html • 0.04 MB
technical_2089886.pdf
techsummary_2089886.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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 • 3.07 MB
BID.pdf
Tender Documents • 15.52 MB
BOQ_2089886.xls
BOQ • 0.33 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 [email protected].