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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC T V TOWER ARM ROAD NEAR GSI OFFICE NAGPUR 440006 | NAGPUR | NAGPUR | MAHARASHTRA | 440006 | ₹4.8 L | L1 | Accepted-AOC LOWEST BIDDER L1 |
| 2 | L2₹4.8 LRejected-Finance PLOT NO 17 18 SANT GYANESHWAR COLONY MANKAPUR NAGPUR 440030 | NAGPUR | MAHARASHTRA | 440030 | ₹4.8 L | L2 | Rejected-Finance REJECTED |
| 3 | L3₹5.6 LRejected-Finance WAI NO 03 DAHEGAON RANGARI CHHINDWARA ROAD TEH SAONER DIST NAGPUR 441113 | SAONER | NAGPUR | MAHARASHTRA | 441113 | ₹5.6 L | L3 | Rejected-Finance REJECTED |
| 4 | L3₹5.6 LRejected-Finance PLOT NO 244 NUTAN SEVAKRAM KHANDAIT WARD NO 3 PO SAONER DISTRICT NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | ₹5.6 L | L3 | Rejected-Finance REJECTED |
| 5 | L4₹5.7 LRejected-Finance | ₹5.7 L | L4 | Rejected-Finance REJECTED |
Tender Value
₹7.0 L
EMD Value
₹8,800
Closing Date
14 Apr 2026, 11:30 amClosed
STAFF OFFICER CIVIL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR 440014
Repairing and Renovation of Ladies, Gents and Drivers toilet of AGM Office Complex at Nagpur Area.
2026_WCL_357927_1
na3250-civ-e-tender 02-2026-27
Open Tender
Civil Works - Others
90 days
AHQ NAGPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹8,800
24 May 2026
2 Apr 2026
15 Apr 2026
2 Apr 2026
14 Apr 2026
3 Apr 2026
2 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 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead For thickness of tiles 10 mm to 25 mm | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area 3 sq. metres and below | - | Each | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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-in-charge.All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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): | - | Cum | 6,309.15 | - | BI01010001010000000000000515BI0100001120 |
| 9 | 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | 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 | - | Kg | 95.25 | - | BI01010001010000000000000515BI0100001122 |
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