Kamarajar Port Limited Tender
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The KPL has issued a formal invitation for competitive bids for the Kamarajar Port Limited project, for Providing Compound Wall Along The Perimeter Of Staff Quarters Land Of Kamarajar Port Limited Near Nctps Staff Quarters At Vallur in Tiruvallur, Tamil Nadu, with an estimated contract value of Rs. 1,69,21,135. The bid opening date for this tender is 28-01-2022 and the last date for bid submission is 24-02-2022. Interested bidders for Kamarajar Port Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Kamarajar Port Limited - KPL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Jan 2022
Closing Date24 Feb 2022
Tender Amount₹ 1,69,21,135
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MoS_670552_1Bid Award Id
ViewTender No
2122015003Tender Authority
Kamarajar Port Limited ViewPurchaser Address
-Website
http://http://www.ennoreport.gov.in/content/
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Documents
BOQ Items
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Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in sides of compound wall, all as per the details shown in the drawings, specified in the relevant schedules and as directed in layers not exceeding 20cms. thickness consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.
1667
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Filling the lowlaying area with available soil inside the portion area including conveyance of soil within a lead of 3km to site. Spreading the earth uniformly to the entire yard formation in layers of not exceeding 250mm thick all as directed including compacting each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the Engineer In-charge
2500
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Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.- Column below floor level
69
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Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in plinth beam all as per the details shown in the drawings, specified in the relevant schedules and as directed including centering, shuttering, scaffolding, mixing, transporting, placing, vibrating, curing and finishing the exposed surfaces with C.M 1:3, 6 to 10 mm thick including all labour, materials, tools, equipments, etc, complete.
183
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Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand / M sand as per IS 383: 3graded hard granite stone aggregate of 20 mm nominal size) for R.C.C coping beam over the Column all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M. 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete
40
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Hollow concrete block work using blocks of size 400x 200 x200 mm first class in cement mortar 1:5 ( 1Cement : 5 Coarse river sand/ M sand as per IS 383) for compound walls including punning the same with C.M 1:3 all as per the details shown in the drawings and specified in the relevant schedules and as directed including scaffolding, curing all labour, materials, tools, equipments etc., complete.
6062
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Preparing the surfaces, providing and finishing the walls of compound walls including two coats of colour cement paint of approved quality and Colour or combination of Colours to give an even shade, as approved by the Engineer or his representative, over one coat of white cement paint including curing, scaffolding, all labour, materials, brushes etc., complete.
12546
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Providing and fixing of Compound wall Gate including in priming coat and two coats of epoxy painting as approved including all materials and applications main compound wall as per the drawing and direction of Engineer In-charge.
5400
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Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.- Column footing
185
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Supplying, transporting and fabricating TMT Fe500D bars and placing in position as reinforcement for all RCC members, as shown in the drawing including all handling, cutting, bending and tying with 1.25mm dia black annealed binding wire including all materials and labour, lifting, tools, equipments, etc., complete.
73250
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Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand/ M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C Column above floor level as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete.
144
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Earth work excavation in ordinary soil, sand, clay mixed with roots, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary, transport, tools, tackles, equipment, fuel, etc., complete.- Above 1.5m level
237
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