Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹99.6 L+₹25.2 L (33.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.0 Cr+₹30.3 L (40.8%)Admitted-Finance 96 97 PAREKH INDUSTRIAL ESTATE TATITHAIYA PALSANA SURAT SURAT GUJARAT 394305 | SURAT | GUJARAT | 394305 | L3 | Admitted-Finance | |
| 4 | L4₹1.0 Cr+₹30.4 L (40.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.1 Cr+₹32.5 L (43.7%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Daksh Enterprises Construction L1 | M/s Surendra Kumar Gupta L2 | Anil and Company L3 | M/S MANGATRAI CONSTRUCTION COMPANY L4 | Shri Pawan Sut Crusher L5 | LNA Infraprojects Pvt. Limited L6 | M/S Kanchan Construction L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.001- Construction of covered shed with self supporting roofing work at sub yard Bakani under KUMS Jhalrapatan | ||||||||||
| 1.01 | 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 @! 10.00mtr. C/C along the length & hangers for electrical fixtures as
per the requlrements including cost of all mateials & labour for erection all lead and lift leading and unloading HOM of machineres etc. complete as per
the stnadard detailed technial specification, design and directions of the engineer in charge fo the work.
1.00 mm thick. | 1,750 | Per Sqm | - | - | - | - | - | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
14 May 2020, 6:00 pmClosed
Superintending Engineer
RSAMB Circle Kota
Various Construction and Special Repair work under Package Jhalrapatan-Bakani -01/2019-20 under KUMS Jhalrapatan
2020_RSAMB_182961_3
RSAMB/Circle Kota/NIT-01/2020-21
Open Tender
Civil Works
Percentage
240 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE RSAMB Jhalawar
₹2.1 L
Yes
18 May 2020
4 May 2020
15 May 2020
4 May 2020
14 May 2020
4 May 2020
Amount
1- Construction of covered shed with self supporting roofing work at sub yard Bakani under KUMS Jhalrapatan
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 @! 10.00mtr. C/C along the length & hangers for electrical fixtures as per the requlrements including cost of all mateials & labour for erection all lead and lift leading and unloading HOM of machineres etc. complete as per the stnadard detailed technial specification, design and directions of the engineer in charge fo the work. 1.00 mm thick.
Bidder Name
Amount
Anil and Company
M/S MANGATRAI CONSTRUCTION COMPANY
M/s Surendra Kumar Gupta
M/S Kanchan Construction
Daksh Enterprises Construction
Shri Pawan Sut Crusher
LNA Infraprojects Pvt. Limited
Anil and Company
Shri Pawan Sut Crusher
M/s Surendra Kumar Gupta
M/S Kanchan Construction
LNA Infraprojects Pvt. Limited
M/S MANGATRAI CONSTRUCTION COMPANY
M/s Surendra Kumar Gupta
M/S MANGATRAI CONSTRUCTION COMPANY
LNA Infraprojects Pvt. Limited
Anil and Company
Shri Pawan Sut Crusher
M/S Kanchan Construction
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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
Tendernotice_1.pdf
PDF • 0.74 MB
Tendernotice_2.pdf
PDF • 0.35 MB
BOQ_323196.xls
BOQ • 0.67 MB
Tender-Doc-JPatan-Bakani.pdf
Tender Documents • 0.70 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .