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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹96.4 L+₹52,233.55 (0.55%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹97.3 L+₹1.5 L (1.54%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹98.0 L+₹2.2 L (2.30%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.0 Cr+₹5.0 L (5.24%)Admitted-Finance 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MANGATRAI CONSTRUCTION COMPANY L1 | Shri Pawan Sut Crusher L2 | Radha Madhav And Company L3 | M/s Surendra Kumar Gupta L4 | M/s Balaji Construction Company L5 |
|---|---|---|---|---|---|---|---|---|
| 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
₹1.1 L
Closing Date
21 Sept 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_198681_4
RSAMB/Circle Kota/NIT-03/2020-21
Open Tender
Civil Works
Percentage
240 days
Jhalawar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE RSAMB Jhalawar
₹1.1 L
Yes
23 Sept 2020
9 Sept 2020
22 Sept 2020
9 Sept 2020
21 Sept 2020
14 Sept 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
M/S MANGATRAI CONSTRUCTION COMPANY
M/s Surendra Kumar Gupta
Shri Pawan Sut Crusher
M/s Balaji Construction Company
Radha Madhav And Company
Shri Pawan Sut Crusher
M/s Surendra Kumar Gupta
M/s Balaji Construction Company
Radha Madhav And Company
Shri Pawan Sut Crusher
M/S MANGATRAI CONSTRUCTION COMPANY
M/s Surendra Kumar Gupta
M/s Balaji Construction Company
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