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Inquiry NowCorrigendum Supply Installa in Rishikesh - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Supply Installa" in Rishikesh, India.
Program Director (Uttarakhand Urban Sector Development Agency)
Rishikesh, Uttarakhand, India
NTID 46246394
- Opening Date : Wed 16th September, 2026
- Closing Date : Wed 16th September, 2026
- ₹ 0.00
- NTID 46246394
Tender Description
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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
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Refer Documents
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Corrigendum-1 | Date |
BOQ Items Total Items : 57 | Total Qty : 82990.1
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Schedule-1 Streetlight Pole | ||
| 2 | Supply, Erection, Testing and Commissioning of decorative ornamental combo pole with decorative bracket made of cast iron (outter structure of decorative bracket) and FRP (may be used for design elemants only). The shaft of pole shall be fabricated out of ISI marked MS pipes conforming to IS:1161/IS:1239 (excluding cast embellishment parts) with an MS base plate conforming to IS:2062-2011, The pipe shall be of class B (minimum) and the thickness will not have any negative tolerance. The complete shaft comprising of MS Pipe and the base plate welded on it (from inside and outside) shall be pretreated and hot-dip galvanized through single dip process to achieve an average zinc coating of 70 microns. No mechanical operation, welding, drilling, etc. shall be carried out after galvanizing. The pole shall consist of multiple mild steel tubular sections as per site requirements, joined together through swaged joints, welded to ensure a stable structure. The structural design of poles shall be suitable to withstand the stresses resulting from wind loading as per side conditions and the head loading on account of the bracket, luminaire and other elements with appropriate safety factors. The design life of the pole structure should be minimum 15 years under specified installation conditions. | ||
| 3 | A built-in service window shall be provided in the bottom section to accommodate a 6A SP MCB and 32A connector for LILO mains cable connections, as per the specification and direction of the Engineer-in-Charge. Suitable provision shall be provided for earthing. All Cast Iron components shall conform to grade FG 200 or higher as per IS:210 – 2009. The raw material for casting shall be or superior quality (test report for chemical composition to be submitted for each lot) without any contaminated or inferior scrap. The casting should be done through a controlled and environment friendly process using induction furnace only. All castings shall be free from defects such as visible blow holes, cracks, porosity, etc. with uniform grain structure and proper finishing. All hardware shall be (except foundation bolts) shall be of stainless steel grade not less than grade SS 304, corrosion resistant and suitable for outdoor application. Foundation bolts shall be of high grade steel with entire exposed portion and hardware hot dip galvanized. The bracket shall feature a themed metallic laser-cut design fitted at the arm or as per the design approved by the engineer in charge, and be fabricated from mild steel tubes and rods with embellishments made of cast aluminium or FRP. The decorative bracket shall have an overall height of minimum 1200 mm up to the bracket arm and approved by engineer in charge. Each bracket shall be provided with steel wire for pulling copper flexible wire during erection and designed for easy replacement of wire. | ||
| 4 | Both the pole, bracket and embellishments shall be machined/ finished, as required to a smooth finish and pretreated by shot blasting, The entire assembly shall be coated with high-performance epoxy primer and two coats of UV-resistant polyurethane/polyester topcoat in an approved colour shade as per the procedure recommended by the paint manufacturer so as to achieve overall coating thickness of not less than 180 microns. The curing between the coats shall be done under clean and controlled environment to ensure proper adhesion and quality of paint. All tests shall be carried out after the application of final coat. Each pole shall be supplied with appropriate foundation bolt set comprising of foundation bolts, nuts (minimum 3 per bolt), washers, anchor plate and template. The rates including RCC foundation with stone clading, complete civil work as per specification and drawings for erection of pole. | ||
| 5 | 7 Meter Decorative Ornamental Pole complete with minimum 1200 mm height decorative single arm bracket, with overhang length of 900mm fabricated from high-quality mild steel comprising a bottom section of 165 mm dia × 3.6 mm thick × 1200 mm long, middle section of 114 mm dia × 3.6 mm thick × 1800 mm long, and top section of 89 mm dia × 3.6 mm thick × 2800 mm long. The pole shall be provided with a 300 × 300 × 16 mm thick base plate welded with adequate stiffeners for structural stability and supplied with suitable ‘J’-type foundation bolts of EN-8 grade steel along with a common base plate template for proper alignment. The pole shall have a decorative and aesthetic finish suitable for outdoor lighting applications. Note: The dimensions and details given above are indicative, for reference purpose only and the Bidder shall supply the poles and brackets as per the design finally approved by the engineer in charge conforming to the general technical requirements stated at sl. No. 2 above as well as the lighting design and installation requirements applicable for the specific road. | 506 | Nos. |
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