Tender For Making Tensile Fabric Roofing Structure At Entrance Of Agm Office Building And Its Premises Under Ta Of Umrer Area.
Tender Value
79.56 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
12 days left
EMD
99500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Making Tensile Fabric Roofing Structure At Entrance Of Agm Office Building And Its Premises Under Ta Of Umrer Area.
BOQ
| Sl. No. | Item Description |
| 1 | Item Description/ Heading |
| 2 | 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 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 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) |
| 7 | 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 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 10 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 11 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 12 | Providing of tensile fabric of weight not less than 900 GSM. Technical specification of Fabric: Fabric type PVC - coated polyster, GSM - 900 GSM, Tensile strength Min - 4000 N/5cm (wrap), 3500 N/5cm (weft) Tear Strength Min - 500 N, Fire Retardancy NFPA 701/DIN 4102-B1, UV Resistance Min - 05 years (outdoor use), Color Fastness Grade -7-8 (ISO 105-B02), Waterproofing >= 1500 mm hydrostatic head surface finish PVDF / Acrylic Lacquer Coating (both sides), width 2.5 m or 3.0 m rollDesign style:- Hyperbolic paraboloid, conic or cantilevered arch (to match AGM office architecture). |
| 13 | Fixing of tensile fabric including necessary hardware for fixing of fabric and frame work (for fabric). Cost includes cutting, welding and cables, plates and necessary hardware for fixing the fabric as approved shed as per drawing. Wind load resistance:- must withstand local peak wind speeds, minimum 10% to 15% slope at any point of the canopy to eliminate water ponding, minimum 3.0metre clearance height at the lowest point to allow emergency/VIP vehicles. |
| 14 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 15 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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