Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹17.0 CrAccepted-AOC | ₹17.0 Cr | L2 | Accepted-AOC As decided by the Competent Authority |
| 2 | L1₹17.0 CrRejected-Finance | ₹17.0 Cr | L1 | Rejected-Finance As decided by the Competent Authority |
| 3 | Rejected-Technical PLOT NO F AND G RAKBA DARAKHERA PROFESSOR COLONY NAGAR PARISAD THANESAR KURUKSHETRA HARYANA 136 118 | - | - | Rejected-Technical As approved by Competent Authority |
Tender Value
Refer Docs
EMD Value
₹20 L
Closing Date
30 Sept 2024, 5:00 pmClosed
Project Director
IS Bindra Cricket Stadium Phase 9 Mohali
Designing Supplying Erection of Structural Tensile Fabric Canopy including PU Painting etc complete in all respect on design built basis at New International Cricket Stadium Mullanpur New Chandigarh
2024_PCA_127791_1
04/2024
Open Tender
Civil Works
180 days
Village TIRA Mullanpur New Chandigarh
All documents as per DNIT
2 documents required · 2 mandatory
₹11,800
₹20 L
16 Nov 2024
23 Sept 2024
1 Oct 2024
23 Sept 2024
30 Sept 2024
23 Sept 2024
Amount
Supplying, Fabricating, Assembling, hoisting, erecting and placing in position MS Built- up section/Tubular Structure ( MS built-up section :-Rolled section & plates confirming to IS 2062 Grade E350,Tubular Structure:- made from Steel hollow sections of min 310mpa along with pre stressed Tensile Membrane Fabric structure in desired profile as per conceptual drawing (attached) with pre constraint TX-30 Type II, high concentrated PVDF top coating and PVDF coated on bottom side, polyester fabric and should be weldable having a minimum weight of 1050 gm/sqm with a minimum 20 years warranty etc. over steel structure frames with all fittings and fixtures such as Galvanized MS End Plate ,Shackles, Rigging Screws , Turnbuckles, swedge, fork , keder rods & galvanized MS strands with stainless steel end terminals complete as per Drawing / Detail & as per particular/ technical specifications and as per the directions of Engineer-in-charge. (Rate includes cost of fabric, patterns, forming, cutting, fabrication, hot weld stitch of fabric, Transport to the site, assembling and installation with GI strands, hardware, EPDM gasket and required accessories wherever required complete including lifts up to all heights, tools & plants, and necessary scaffolding etc. required for all operations in all respect. The work also includes the dismantling of dummy columns and re-concreting of the same with required grade as per design with special plate connector, pinion joints, Plates, hollow sections etc using water jet 3-D cutting system/ plasma cutting for obtaining smooth 3-dimensional curvature, SAW/MMAW/MIG welding process with special plate connectors, pinion joints, plates, hollow sections with cleaning the surface with sand blasting system and applying a coat of epoxy primer and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings, transportation from fabrication yard, cutting , threading, machining, leads and lifts up to all heights, tools & plants and necessary scaffolding etc. required for all operations involved to make structure of Tensile fabric canopy. The structure has to be provided as per conceptual drawings of Tensile fabric profile, including all arch beam, curved lateral beams and bracings, vertical support columns, nodal joints, bases of columns and high tensile bolts of grade as per design having black phosphate coating. The complete structure to be shot blasted (SA2.5 OR min. 50Micron) and coated with epoxy primer 2 coats and hard top two coats Polyurethane applications work at all locations in required DFT (dense film thickness) for each coat in total DFT of 280 microns. Work should be carried out in desired profile as per approved shop drawing including necessary designing with non-linear design software, seaming machine at least 3 nos. capacity from 10 kW to 20kW, CNC continues plotter & cutter machine for cutting of membrane pattern, swage end machine upto 30mm dia cables etc. complete in all respect as per direction of Engineer-In-Charge). Approx. periphery is 800mtr. (Note (i) Actual plan area of canopy end to end shall only be measured in sqm correct up to two decimal places. No deduction shall be made for sealant joints)
Western Outdoor Structure pvt Ltd (BID ID -587534)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid