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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC PLOT NO 50 SINDHI COLONY KHAMLA NAGPUR 440015 M S | NAGPUR | NAGPUR | MAHARASHTRA | 440015 | ₹4.8 L | L1 | Accepted-AOC LOWEST BID |
| 2 | Rejected-Technical T V TOWER ARM ROAD NEAR GSI OFFICE NAGPUR 440006 | NAGPUR | NAGPUR | MAHARASHTRA | 440006 | - | - | Rejected-Technical Not being L1 Tenderer |
| 3 | Rejected-Technical PLOT NO 23 RAKSHA COLONY KATOL ROAD NAGPUR 440013 | NAGPUR | MAHARASHTRA | 440013 | - | - | Rejected-Technical Not being L1 Tenderer |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not being L1 Tenderer |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not being L1 Tenderer |
Tender Value
₹7.2 L
EMD Value
₹9,100
Closing Date
4 May 2026, 5:00 pmClosed
GM (CIVIL)/ (CIVIL-WELFARE)
OFFICE OF THE GM(C)/ CIVIL-WELFARE WCL HQ NAGPUR
Making Shed for placing usable materials above canteen at Indora Complex of WCL HQ, Nagpur.
2026_WCL_358709_1
WCL-HQ-CIV-WELFARE-E03-2026-27
Open Tender
Civil Works - Others
90 days
WCL HQ
Please refer Tender documents.
3 documents required · 3 mandatory
₹9,100
10 Jun 2026
24 Apr 2026
6 May 2026
24 Apr 2026
4 May 2026
24 Apr 2026
24 Apr 2026 - 27 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 |
|---|---|---|---|---|---|
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | KGS. | - | - | |
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | M2 | - | - | |
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | - | M2 | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | M3 | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | M2 | - | - | |
Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of hich 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick plain PVC door shutters | - | M2 | - | - | |
Shifting of materials from one place to another and making other arrangements as per instruction of Engg-in-charge. | - | NOS. | - | - | |
Total impact of GST for the purpose of CTC | - | Nos | - | - |
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