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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC RAMASHRAY PLOT NO 2 3 K T NAGAR KATOL ROAD NAGPUR 440013 | NAGPUR | NAGPUR | MAHARASHTRA | 440013 | ₹1.4 L Quoted ₹1.2 L | L1 | Accepted-AOC L-1 Being the lowest bidder |
| 2 | L2₹1.2 LRejected-Finance DHANAGAR PURA PETH BUDHWARA KATOL DIST NAGPUR 441302 | KATOL | NAGPUR | MAHARASHTRA | 441302 | ₹1.2 L | L2 | Rejected-Finance Quoted value higher than L-1 |
Updated dates
Tender Value
₹2.1 L
EMD Value
₹2,600
Closing Date
29 Apr 2026, 5:00 pmClosed
SO(Civil), Umrer Area
O/o AGM, Umrer Area
Making 02 Nos. of Foundation for High Mast Tower at MKD-III OC Mine of MKD Sub Area.
2026_WCL_358379_1
um4550-civ-0003-2026-27
Open Tender
Civil Works - Others
45 days
Umrer
Please refer tender documents.
3 documents required · 3 mandatory
₹2,600
26 May 2026
15 Apr 2026
1 May 2026
15 Apr 2026
29 Apr 2026
15 Apr 2026
15 Apr 2026 - 18 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 |
|---|---|---|---|---|---|---|
| 1Item Description/ Heading | ||||||
| 1.01 | 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. All kinds of soil | 1 | cum | 1 | ₹1 | - |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 1 | cum | - | - | - |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing 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). | - | cum | - | - | - |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars | 1 | Kg | - | - | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 1 | - | - |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - | - |
| 1.07 | 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 m and lift upto 1.5 m. | 1 | cum | - | - | - |
| 1.08 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | - | Kg | 1 | - | - |
| 1.09 | Total impact of GST for the purpose of CTC | - | Nos | - | - | BI01010001010000000000000515BI0100001177 |
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