Kamarajar Port Limited Tender
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Kamarajar Port Limited - KPL Tender
Eprocure
Opening Date23 Jul 2019
Closing Date30 Jul 2019
Tender Amount₹ 10,00,000
Costs
EMD
₹ 20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MoS_488795_1Bid Award Id
ViewTender No
KPL / OP / 19.09 / A / 2019Tender 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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Providing and laying RCC 1:1.5:3 concrete in volumetric proportions ( 1 cement: 3 Fine Aggregate : 1.5 Coarse aggregate of 20 mm nominal size) all as per relevant specifications and as directed including mixing, transporting, placing, compacting, finishing, all as directed, curing including all labour, materials, tools, plants, equipments, scaffolding etc., complete. Note: Providing steel reinforcement and Shuttering will be measured and paid separately under relevant item.
25
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Refilling the available earth inside the port (excluding boulders, rubbish, debris etc.,) in foundation and basement etc., in layers not exceeding 200mm. thick all as per relevant specifications and as directed, consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete
145
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Supplying, and fabricating TMT Fe 500D bars for reinforcement and placing it in position for all RCC members as shown in the drawing including handling, cutting, bending and tying with 1.25 mm dia black annealed binding wire wherever required including all materials, labour, lifting, tools, equipments, etc., complete.
Note: The rate shall be inclusive of cost of steel, binding wire and fabrication charge etc., complete.
1500
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Supplying, fabricating and fixing in position M.S. Grill gate of approved design to suit the size of the opening made out of MS Members to fix the gate to the existing frame arrangement all as directed including all labour, materials, tools, quipments, scaffolding, transport, fuel etc. complete.
Note: 1. The weighment of the MS Grill and accessories will be done at site using the approved weighing scale in the presence of Engineer’s representative. Necessary chargesfor transport, weighment etc., will be borne by the contractors.
2. The pattern of the gate and MS section to be used should be get approved from the Engineer-in-Charge
800
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Centering and shuttering including strutting, propping, etc and removal of form work, after allowing to contain fresh concrete so as to form it to the required shape and dimensions and to support it until it hardens sufficiently to become self supporting including all labour, materials, equipments, tools, all as per specifications and as directed etc. Complete. – For Foundation, footings, bases of columns, column up to plinth, Plinth beams, columns.
290
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Supplying and laying Hollow concrete block work using block of size 400 x 300 x 200mm first class in Cement mortar 1:3 (1 Cement : 3 Fine Aggregate) for compund wall including punning the same with CM 1:3 as directed at site including all labour, materials, tools, scaffolfing, curing, etc. Complete.
220
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Preparing the surfaces of walls and providing plastering in cement mortar 1:4 (1 cement: 4 Fine Aggregate) 12 mm thick to the required finish, curing etc., all as per relevant specification and as directed including all materials, labour, scaffolding, curing, tools, equipments etc., complete
25
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Painting the newly plastered surface with 2 coats of water proof cement paint over one coat of primer including all labour, materials, tools, equipments, Scaffolding, curing etc. complete.
400
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Painting the MS Gate with two coats of Synthetic enamel paint over one coat of Zinc choromate primer including all labour, materials, tools, equipments etc. complete.
12
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Providing and laying plain cement concrete (M20 grade) Paving blocks of approved quality, design / shape and of 60 mm nominal thick or nearest size as available in the market to correct alignment and required gradient in approved pattern as directed inside the shed area over the cushion of quarry dust and setting the blocks hand tight and compacting using a plate vibrator to bring out joints not more than 5mm wide between the blocks including brushing quarry dust in to the joints to fill the gap wherever required and vibrating again so as to achieve full interlock all as per relevant specifications and as directed at site of work including all materials, labour, tools, equipments etc., complete.
350
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Providing Electrical & Plumbing works to the Compound wall as directed at site, including all labour, materials, tools, equipments, etc., complete.
1
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