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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹37.2 LAccepted-AOC AT KALINGA VIHAR VIA PATRAPADA DIST KHURDA ODISHA | KHORDHA | ODISHA | 751001 | L-1 | Accepted-AOC Contract value is excluding GST | |
| 2 | L-2₹42.0 L+₹4.8 L (12.8%)Rejected-Finance | L-2 | Rejected-Finance Quoated amount excluding GST |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
20 Feb 2023, 5:00 pmClosed
GM(E and M), OCCL, Rasulgarh, BBSR
GM(E and M), OCCL, Rasulgarh, BBSR
Erection, Commissioning, Testing and Painting of 01(one) No Power Intake service gate and 01(one) No Power Intake emergency gate of Kanupur Irr Project.
2023_OCCL_86028_1
e-Procurement Notice No. 52 /OCCL/2022-23 (on-line
Open Tender
Mechanical Works
Item Rate
150 days
Basudevpur, Keonjhar
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
₹42,000
GM(E and M), OCCL, Rasulgarh, BBSR
20 May 2023
10 Feb 2023
21 Feb 2023
10 Feb 2023
20 Feb 2023
10 Feb 2023
10 Feb 2023 - 15 Feb 2023
17 Feb 2023
Amount
Power Intake Service Gates of size 2800mm x 3500mm. (01 No)
Chipping of concrete surface for proper bonding between 1st stage and 2nd stage concreting.
Concrete cutting using chisel and demolition hammer to bring the gate grooves to required size for erection of 2nd stage embedded parts
Fixing of Ø16 mm dowel bars by drilling Ø20 mm drill holes using bond chemical of approved reputed brand.
2nd stage concreting of embedded parts by M25 grade concrete using 20mm and down grade aggregates.
Erection of 2nd stage embedded parts of Power Intake Service Gates of size 2800mm x 3500mm.
Erection of Power Intaking Service Gates of size 2800mm x 3500mm including light test for proper sealing.
Erection, Commissioning and Testing of 25T rope drum hoist with hoist supporting structures pertaining to Power Intake Service Gate.
Power Intake Emergency Gates of size 2800mm x 3500mm. (01 No)
Chipping of concrete surface for proper bonding between 1st stage and 2nd stage concreting.
Concrete cutting using chisel and demolition hammer to bring the gate grooves to required size for erection of 2nd stage embedded parts
Fixing of Ø16 mm dowel bars by drilling Ø20 mm drill holes using bond chemical of approved reputed brand.
2nd stage concreting of embedded parts by M25 grade concrete using 20mm and down grade aggregates.
Erection of 2nd stage embedded parts of Power Intake Emergency Gates of size 2800mm x 3500mm.
Erection of Power Intake Emergency Gates of size 2800mm x 3500mm including light test for proper sealing.
Erection, Commissioning and Testing of 25T rope drum hoist with hoist supporting structures pertaining to Power Intake emergency Gate.
06 sets (72 Nos) Trash Rack of size 2068mm X 1162mm.
Chipping of concrete surface for proper bonding between 1st stage and 2nd stage concreting.
Concrete cutting using chisel and demolition hammer to bring the gate grooves to required size for erection of 2nd stage embedded parts
Fixing of Ø16 mm dowel bars by drilling Ø20 mm drill holes using bond chemical of approved reputed brand.
2nd stage concreting of embedded parts by M25 grade concrete using 20mm and down grade aggregates.
Erection, commissioning and testing of 2nd stage embedded parts for Trash Rack .
Erection of 72 (6 sets X 12 nos per set) nos of Trash rack segments of size 2068mm x 1162mm .
Painting
Painting of Power Intake 01 set of service & 01 set of emergency gates of size 2800mm x 3500mm “after blast cleaning process, performed with sand as per requirements and class ‘A’ of IS14177:1994. After blast cleaning, the surface should be cleaned from loose dust and debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc rich primer should be applied to give a total dry film thickness of 70 ± 5 microns followed by two coats of solvent less black Epoxy Paint applied at an interval of 24 hours between each coat. Each coat should give a minimum dry film thickness of 150 ± 5 microns. The total dry film thickness of all the coats including primer coating should not be less than 350 microns as per IS: 14177:1994 including compressor, paints, thinner, painting equipments, sand, labour, other machinery, scaffolding etc
Painting of Hoisting arrangements of Power In taking 01 set of service & 01 set of emergency gates of size 2800mm x 3500mm “after blast cleaning process, performed with sand as per requirements and class ‘A’ of IS14177:1994. After blast cleaning, the surface should be cleaned from loose dust and debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc rich primer should be applied to give a total dry film thickness of 70 ± 5 microns followed by two coats of aluminum Paint applied at an interval of 24 hours between each coat. Each coat should give a minimum dry film thickness of 150 ± 5 microns. The total dry film thickness of all the coats including primer coating should not be less than 350 microns as per IS: 14177:1994 including of compressor, paints, thinner, painting equipments, sand, labour, other machinery, scaffolding etc.
Painting of Erection of 72 (6 sets X 12 nos per set) nos of Trash rack segments of size 2068mm x 1162mm,“after blast cleaning process, performed with sand as per requirements and class ‘A’ of IS14177:1994. After blast cleaning, the surface should be cleaned from loose dust and debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc rich primer should be applied to give a total dry film thickness of 70 ± 5 microns followed by two coats of solvent less black Epoxy Paint applied at an interval of 24 hours between each coat. Each coat should give a minimum dry film thickness of 150 ± 5 microns. The total dry film thickness of all the coats including primer coating should not be less than 350 microns as per IS: 14177:1994 including compressor, paints, thinner, painting equipments, sand, labour, other machinery, scaffolding etc
KAMAKSHI ENGINEERING WORKS
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