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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAdmitted-Finance NO21 1ST LINK STREET NEHRU NAGAR KOTTIVAKKAM OMR CHENNAI 600 041 | CHENNAI | CHENNAI | TAMIL NADU | 600041 | L1 | Admitted-Finance | |
| 2 | L2₹23.1 L+₹57,474 (2.55%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹30.1 L+₹7.5 L (33.3%)Admitted-Finance 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical Not fulfilling the eligibility criteria for relevant work experience. | |
| 5 | Rejected-Technical | - | Rejected-Technical Not fulfilling the eligibility criteria for relevant work experience |
| Sl No | Description | Qty | Unit | STALWART ARCHITECTURALSOLUTIONS L2 | M/S Mittal Construction Company L3 | M/s.PRESSMACH INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m. | ||||||
| 1.10 | All kinds of soil | 16 | sqm | 175 ₹2,800 | 130 ₹2,080 Lowest | 500 ₹8,000 |
| 2.00Earthwork 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. | ||||||
| 2.10 | All kinds of soil | 12 | cum | 800 ₹9,600 | 455 ₹5,460 Lowest | 1,500 ₹18,000 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 4 | cum | 350 ₹1,400 | 260 ₹1,040 Lowest | 4,500 ₹18,000 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 4.10 | 1:5:10 (1 cement : 5 fine sand derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources)
Make: Chettinad/ Ultratech | 1 | cum | 5,000 ₹5,000 Lowest | 7,800 ₹7,800 | 6,000 ₹6,000 |
| 5.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : | ||||||
| 5.10 | 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)
Make: Chettinad/ Ultratech | 9 | cum | 9,000 ₹81,000 | 9,100 ₹81,900 | 6,800 ₹61,200 Lowest |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
19 Apr 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Registrar
IIITDM Kancheepuram, Chennai
Providing, Fabricating, Assembling, Erection of Tensile Fabric Structure with RCC Foundation, Structural Steel Trusses, and Tensile Fabric Roofing for Open Air Theatre at IIITDM Kancheepuram
2025_IITDM_855627_1
Civil/2025-26/001
Open Tender
Civil Works
Item Rate
45 days
IIITDM Kancheepuram, Chennai
As per eNIT
7 documents required · 7 mandatory
₹0
₹1.2 L
Yes
IIITDM Kancheepuram
28 Apr 2025
4 Apr 2025
21 Apr 2025
4 Apr 2025
19 Apr 2025
10 Apr 2025
8 Apr 2025
Amount
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m.
All kinds of soil
Earthwork 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 fine sand derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources) Make: Chettinad/ Ultratech
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
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) Make: Chettinad/ Ultratech
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. Make: JSW / SAIL
Providing and fixing bolts including nuts and washers complete. Make: JSW / SAIL
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. Make: JSW / SAIL
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand) Make: Chettinad/ Ultratech
Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS built-up section: - Rolled section & plates confirming to IS 2062 Grade Yst 250, Tubular Structure: made from Steel hollow sections, ISI marked conforming to IS 1161/4923, Grade Yst 310, thickness up to 6 mm in the profile shape as per approved architectural and structural drawings with special plate connector, pinion joints, Plates, hollow sections etc using water jet 3-D cutting system 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 as per approved structural 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 Membrane canopy. The structure has to be provided as per approved architectural and structural drawings of the Tensile fabric profile, including all arch beams, curved lateral beams and bracings, vertical support columns, nodal joints,
bases of columns, and high tensile bolts of grade not less than 10.9 having black phosphate coating. The complete structure is to be sand blasted and coated with epoxy primer two coats, and hard top two coats of Polyurethane applications work at all locations in the required DFT (dense film thickness) for each coat in a total DFT of 280 microns, etc., complete as per technical specifications and direction of the Engineer-In-Charge. Make: JSW / SAIL/ TATA Note: The approved design drawing of the Tensile fabric structure is attached as Annexure - 4 in the eNIT
Providing, Fabricating, Assembling, and Erection of Pre-Stressed Tensile Membrane Fabric Structure in the desired profile as per approved architectural and structural drawings. The fabric shall have a minimum tensile strength of (Warp/Weft) 4200/4000 N/50 mm, a minimum tear strength of (Warp/Weft) 550 / 500 N, a high-concentrated PVDF top coating, and PVDF coating on the bottom side. The polyester fabric should be weldable and have a minimum weight of 900 gm/sqm with a minimum 10-year 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, hardware, etc., complete all as per the approved architectural and structural drawings, technical specifications and the directions of Engineer-in-charge. Make: SERGE FERRARI / MEHLER or equivalent Note: 1. The actual plan area of canopy shall only be measured for payment. 2. The Rate includes cost of fabric, patterns, forming, cutting, fabrication, hot weld stitch of fabric, transport to the site, assembling and installation with Gl 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.
STALWART ARCHITECTURALSOLUTIONS (BID ID -3202985)
M/S Mittal Construction Company (BID ID -3204045)
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