Odisha Construction Corporation Limited Tender
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Odisha Construction Corporation Limited - OCCL Tender
Civil And Construction
Eprocure
Opening Date10 Feb 2023
Closing Date20 Feb 2023
Tender Amount₹ 37,20,640
Costs
EMD
₹ 42,000Document Cost
₹ 7,080Tender Fee
Refer Documents
Summary
E-procurement Notice No. 52 /occl/2022-23 (on-line)
Description
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Contact
Tender Id
2023_OCCL_86028_1Bid Award Id
ViewTender No
e-Procurement Notice No. 52 /OCCL/2022-23 (on-lineTender Authority
Odisha Construction Corporation Limited ViewPurchaser Address
-Website
http://https://odishaconstruction.com/
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BOQ Items
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Fixing of Ø16 mm dowel bars by drilling Ø20 mm drill holes using bond chemical of approved reputed brand.
260
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2nd stage concreting of embedded parts by M25 grade concrete using 20mm and down grade aggregates.
10.9
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Erection of 2nd stage embedded parts of Power Intake Service Gates of size 2800mm x 3500mm.
4.2
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Erection of Power Intaking Service Gates of size 2800mm x 3500mm including light test for proper sealing.
6.8
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Erection, Commissioning and Testing of 25T rope drum hoist with hoist supporting structures pertaining to Power Intake Service Gate.
31.07
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Power Intake Emergency Gates of size 2800mm x 3500mm. (01 No)
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Chipping of concrete surface for proper bonding between 1st stage and 2nd stage concreting.
70
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Concrete cutting using chisel and demolition hammer to bring the gate grooves to required size for erection of 2nd stage embedded parts
0.5
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-
... More
Fixing of Ø16 mm dowel bars by drilling Ø20 mm drill holes using bond chemical of approved reputed brand.
260
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-
... More
2nd stage concreting of embedded parts by M25 grade concrete using 20mm and down grade aggregates.
12.38
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-
... More
Erection of 2nd stage embedded parts of Power Intake Emergency Gates of size 2800mm x 3500mm.
4.2
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-
... More
Erection of Power Intake Emergency Gates of size 2800mm x 3500mm including light test for proper sealing.
6.8
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-
... More
Erection, Commissioning and Testing of 25T rope drum hoist with hoist supporting structures pertaining to Power Intake emergency Gate.
7.17
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06 sets (72 Nos) Trash Rack of size 2068mm X 1162mm.
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Chipping of concrete surface for proper bonding between 1st stage and 2nd stage concreting.
360
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... More
Concrete cutting using chisel and demolition hammer to bring the gate grooves to required size for erection of 2nd stage embedded parts
1.02
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-
... More
Fixing of Ø16 mm dowel bars by drilling Ø20 mm drill holes using bond chemical of approved reputed brand.
260
-
-
... More
2nd stage concreting of embedded parts by M25 grade concrete using 20mm and down grade aggregates.
6
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-
... More
Erection, commissioning and testing of 2nd stage embedded parts for Trash Rack .
8.2
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Erection of 72 (6 sets X 12 nos per set) nos of Trash rack segments of size 2068mm x 1162mm .
23.5
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Painting
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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
160
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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.
155
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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
795
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