Harbour Engineering Department Tender

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The HED has issued a formal invitation for competitive bids for the Harbour Engineering Department project, for Construction Of A Machinary Room For Etp Tank At Tanur Fishery Harbour in Malappuram, Kerala, with an estimated contract value of Rs. 3,03,921. The bid opening date for this tender is 20-12-2024 and the last date for bid submission is 02-01-2025. Interested bidders for Harbour Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Harbour Engineering Department - HED Tender

Services
Civil And Construction
Eprocure
Opening Date20 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 3,03,921 
Notes
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Costs

Description

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BOQ Items

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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

1.5

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13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

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50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood

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50.9.6.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters

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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand)

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50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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9.81.1:Providing and fixing bright finished brass handles with screws etc. complete:125 mm

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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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9.76:Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

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9.74.2:Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm

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50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

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50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

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9.75.1:Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm

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60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

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OD7653/2024-2025:Supplying and Fixing Readymade Concrete Window frames including horizontal 20 mm GP tube grill, required holdfasts to suit opening of size 100 x 150 cm with frame size 70x100 mm or nearest size and fixing in cement concrete in lines and levels etc. complete for all floors

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13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster

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OD7652/2024-2025:Supplying and fixing Ready made Concrete Door frames including required hold fasts to suite door opening of size 100 x 210 cm with frame of size 100x75 mm or nearest size and fixing in cement concrete in lines and levels etc. complete for all floors

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MACHINARY ROOM FOR ETP

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