Harbour Engineering Department Tender

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Harbour Engineering Department - HED Tender

Works
Civil And Construction
Eprocure
Opening Date30 Jan 2024
Closing DateCancelled
Tender Amount₹ 30,06,879 
Notes
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Costs

Description

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BOQ Items

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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

2257.4

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4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

587

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OD1228/2023-2024:Supplying, threading, laying and jointing 50 mm dia "B" class or nearest size GI pipes with GI fittings such as tees, bends, elbows, checknuts etc. for fencing work

445

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50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

2306.4

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50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

200

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OD1173/2023-2024:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. Nylon/PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

1137.8

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13.53.1:Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:New work (two or more coats) including coat of approved steel primer but excluding a coat of mordant solution.

76.8

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.05

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OD1294/2023-2024:Forming Earthern bund - filling with available excavated earth /clay obtained from pond in trenches, plinth,sides of foundations ,banks of thodu etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and lead up to 50m and lift upto 1.5m

31.5

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60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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.

30.3

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OD1293/2023-2024:Hire charges of boat for Conveyance of materials through boat to the site.including loading, unloading etc

25

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Site clearance

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2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle

0.12

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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

52.5

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2.4.A.1:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm

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