Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Eprocure
Opening Date24 Jan 2025
Closing Date10 Feb 2025
Tender Amount₹ 20,692 
estimatedThis is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Construction Of Suction Side Gantry Of The Pump House At Lis Flood Channel Ist And Chek-harwan Of Misd Pattan.

Description

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BOQ Items

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M.S Chequered Plate: Providing and fixing/ placing in position 5 mm thick mild steel chequered plate, by way of welding using superior class welding electrodes, to so fabricated skeletal structure of plate form across the length and breadth. size of the platform = 5.5 x 1.25 = 6.875 sqm @40.2kg/sqm Thickness of the plate = 05 mm

276

135

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Vertical Posts: Shifting of departmentally provided GI pipes old GI pipe (salvage)- 02 no (20rft each) by way of loading of GI pipes from sub divisional office yard in load carrier (Tata mobile, bolero camper or similar) and shifting of same to the site and unloading. The Job includes head load charges for shifting of pipe from sub divisional office yard to loading point. Providing and erection of vertical posts to be fabricated out of ISMB 150, by way of welding the bottom of the post with the platform structure

1

4000

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Gusset/ fish plates: Providing and fitting of gusset/ fish plates to be fabricated out of 6 mm thick MS Plate. The plates are to be fitted on the top and bottom of vertical posts and bottom side of bridge girder by way of welding work at site using superior class welding electrodes. • No of plates = 02no Size of each plate = 200 mm x 200 mm

3.7

120

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Strengthening:Strengthening of the vertical posts by way of providing and fitting of diagonal supports at the bottom side to be fabricated out of ISA 40x40x5 to strengthen and stabilize the gantry. No of supports = 04 no Length of each support = 01 mtr @ 3kg/mtr

12

115

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Ladder Braces: Providing and fitting of short braces to be fitted on vertical posts, to facilitate climbing on gantry top, for handling of monorail, chain pulley block etc. The said supports shall be fabricated out of ISA 40x40x5. No of braces = 05 No. Length of each brace = 450 mm @3kg/mtr

6.75

120

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Bridge Girder:Placing in position and fitting of bridge beam on the top of vertical posts, to be fabricated out of 150mm dia departmentally provided old GI pipe (salvage)- 01 no (20rft ), by way of welding the bottom of the horiontally laid GI pipe with the top ends of the vertical posts at both ends

1

2000

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Painting Description: Preparing the surface of Gantry and working plateform using blue lamp and metallic sand paper and then applying of two coats of red oxide anti corrosive primer followed by two coats of enamel paint of reputed make. Shade of paint to be specified by the site engineer.

1

4000

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Under Floor Girders:Providing and placing in position under floor Girders fabricated out of ISMB 150 for creating two sides of platform by maintaining a parallel gap of approxmately 01 meter. • Number of Girders = 02 Nos • Length of each Girder = 4.6 meters @14.9kg/mtr

137

122

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Creation of holes in the the sump side concrete walls (04 no) by way of cutting of the concrete walls so as to accommodate the under floor girders in these holes. The holes created should be of sufficient depth so that the girders reamin frimly in place. The Job includes all tools and tackles required for completion of the Job.

1

4800

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Cross Channels: Providing and placing in position angle iron sections, by way of cutting and welding work at site, for creating panel frame across the above placed under floor girders to be fabricated out of ISA 40x40x5. • No of cross channels = 05 nos Length of each channel = 1.2 meter @3kg/mtr

18

120

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M.S Chequered Plate: Providing and fixing/ placing in position 5 mm thick mild steel chequered plate, by way of welding using superior class welding electrodes, to so fabricated skeletal structure of plate form across the length and breadth. • Size of the platform = 3 x 1.25 = 3.75 sqm @40.2kg/sqm • Thickness of the plate = 05 mm

151

135

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Vertical Posts: Shifting of departmentally provided GI pipes old GI pipe (salvage)- 02 no (20rft each) by way of loading of GI pipes from sub divisional office yard in load carrier (Tata mobile, bolero camper or similar) and shifting of same to the site and unloading. The Job includes head load charges for shifting of pipe from sub divisional office yard to loading point. Erection of these pipes as vertical posts by way of welding the bottom of the post with the platform structure.

1

4400

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Gusset/ fish plates: Providing and fitting of gusset/ fish plates to be fabricated out of 6 mm thick MS Plate. The plates are to be fitted on the top and bottom of vertical posts and bottom side of bridge girder by way of welding work at site using superior class welding electrodes. • No of plates = 02no • Size of each plate = 200 mm x 200 mm

3.7

120

-

... More
Strengthening:Strengthening of the vertical posts by way of providing and fitting of diagonal supports at the bottom side to be fabricated out of ISA 40x40x5 to strengthen and stabilize the gantry. No of supports = 04 no Length of each support = 01 mtr @ 3kg/mtr

12

115

-

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Ladder Braces:Providing and fitting of short braces to be fitted on vertical posts, to facilitate climbing on gantry top, for handling of monorail, chain pulley block etc. The said supports shall be fabricated out of ISA 40x40x5. • No of braces = 05 No. • Length of each brace = 450 mm @3kg/mtr

6.75

115

-

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Bridge Girder:Placing in position and fitting of bridge beam on the top of vertical posts, to be fabricated out of 150mm dia departmentally provided old GI pipe (salvage)- 01 no (20rft ), by way of welding the bottom of the horizontally laid GI pipe with the top ends of the vertical posts at both ends

1

2000

-

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Painting Description: Preparing the surface of Gantry and working platform using blue lamp and metallic sand paper and then applying of two coats of red oxide anti corrosive primer followed by two coats of enamel paint of reputed make. Shade of paint to be specified by the site engineer.

1

4000

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