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NTID 46369592
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Inquiry Now03 - Construction Of Tee Pee S in Chittorgarh - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "03 - Construction Of Tee Pee S" in Chittorgarh, India.
SHRI SANWALIAJI MANDIR MANDAL
Chittorgarh, Rajasthan, India
NTID 46369592
- Opening Date : Tue 8th September, 2026
- Closing Date : Mon 7th September, 2026
- ₹ 32000000.00
- NTID 46369592
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
640000.00 -
Document Cost
3000.00 -
Estimated Cost
32000000.00
BOQ Items Total Items : 4 | Total Qty : 40000
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Tee Pee Shade Singhdwar to Wrought Iron Gate Steel: Tee Pee design for wind pressure 150 kmph, Design, supply, Fabrication and erection of steel structure and tactical textile roof material with steel cables and GI corner fittings nuts and bolts and associated accessories as per the existing structure while preparing calculation & reaction details on ixcube 4.1 or higher. The cost includes all the required material for frame and roof with surface finish matching to existing structure with epoxy primer coating and 2 coats of polyurethane paint (Asian). Steel make Apollo, Jindal, Tata, SAIL. Main Arch 273x6mm Purlin: 165x 4.8mm Beam: 219 x 6mm Top Arch: 219 x 6 mm Column: 273x6 mm Roofing: Top roofing material made in France with 750 GSM and 902 grade has elongation < 1 % flame remittance has tactile hardiness 420/400 daN/5cm with 15 years warrantee boundary cables should be of G.I. as per design requirement corner fitting should of epoxy primer coating and PU paint coated all nuts should be HDG dn bolts should be (8.8 Grade BS) the seaming should done on high frequency heat welding. The tubular structure system with plate connectors pinion joints etc. is to be provided. Joints to be seam on hf seaming machine .as per the dwg and design approved by Architect. The Structure should be Designed to withstand the Load of HVLS Fans (approx 50 kg each fan) that will be installed on the required structure in each segment. No. of fans 32. Before submission of bid site visit is must and has to submit/upload site visit certificate issued by appointed Architect/Engineer and has to submit detailed methodology of material & accessories proposed with detailed dwgs to match the approved design. Entire work shall be carried out by approved vendors | 40000 | Sqft |
| 2 | Method of Payment | ||
| 3 | Payment Shall be made based on rate analysis item wise submitted by vendor and dully approved by engineer in charge. (For whatever work has been executed) | ||
| 4 | No taxes or no any other charges will be charged over and above the rates quoted. |
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Sales: +91 7383 93 4054