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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | -13.85% | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹4.8 L (1.26%)Admitted-Finance | -14.01% | ₹3.9 Cr+₹4.8 L (1.26%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 Cr+₹13.5 L (3.55%)Admitted-Finance | -9.99% | ₹3.9 Cr+₹13.5 L (3.55%) | L3 | Admitted-Finance |
| 4 | L4₹4.0 Cr+₹15.6 L (4.10%)Admitted-Finance | -8.88% | ₹4.0 Cr+₹15.6 L (4.10%) | L4 | Admitted-Finance |
| 5 | L5₹4.1 Cr+₹32.7 L (8.57%)Admitted-Finance | -5.37% | ₹4.1 Cr+₹32.7 L (8.57%) | L5 | Admitted-Finance |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
29 Jul 2024, 6:00 pmClosed
EXECUTIVE ENGINEER
RSAMB DN. BHILWARA
Construction of various works Pkg 01/2024-25 at Kums Chhoti Sadri Distt. Pratapgarh.
2024_RSAMB_400255_1
RSAMB/BHILWARA/NIB NO.04/2024-25
Open Tender
Civil Works
Percentage
360 days
CHHOTI SADRI
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE, RSAMB
₹8.8 L
Yes
8 Aug 2024
1 Jul 2024
31 Jul 2024
1 Jul 2024
29 Jul 2024
1 Jul 2024
Amount
Construction of Covered Auction platform 2 nos (size 150’X80’ & 100’X30’) by self supporting metal roofing without truss, Purlins on ancilliary support at KUMS chotisadri Dist. Pratapgarh
Providing and fixing self-supported, ribbed, high quality high grade (D350 MPA Yst Min) Pre- painted Galvalume steel roof sheet, coated with bare galvalume coating AZ 150, @ 150 grs/Smtr 55% AL, 45% Zn) by hot dip process, of total coated thickness as specified for different spans with atolerance of +/- 0.02 mm, according to technical specificatoin confirming to A 792 with NCCA ll-1 or ECCA T4 pencil hardness HB, NCCA standard T- Bend test. The roof should be fasened to the gutter beam, on the external sloping side, at an interval of 51 mm centre to centre, to a depth of 65 mm with Ghanchor bolts and neoprene washeres & subjecting the gutter beam to schmidt. hammer test to ensure the anchorage of the anchor bolts, the self suported roofing system should be designed to with stand the wind load (As per IS 875 part -3) with any other
technical reqquriements such as turbo ventilaors of 0.60 mts. dia and skyfights of size 4.26 x 0.60 mts. Fixed one in each row @ 10.00 mtr C/C along the length & hangers for electrical fixtures as per the requirments including cost of all materials & Labour for erection all lead and lift loading & unloading HOM of machineries etc. complete as per the standard detailed technical specification , desgin and direction of the engineer in charge of the work
[A] Total Coated thickness 1.475mm
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ANKITA INFRACON PVT. LTD.
Jay Bayan Construction
Modern Trading Company
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