Military Engineer Services Tender

View complete overview of Goa MES Tender

Military Engineer Services - MES Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 35,00,000 
Notes
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Costs

Description

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M&L for bituminous premix asphaltic semi dense concrete carpet of consolidated thickness 40mm using viscosity grade bitumen VG-30 grade with 0.34 cum stone chipping mixed with 5.5% binder content by weight of total mix using hot mix plant and laid with mechenical paver finish, rolled and compacted with paver roller exc 6 tonne and nexc 12 tonne capacity to required camber and gradient complete all as specified adn directed. Notes:- (I) Contractor shall submit the authenticated weigh batch receipt as per load material in site duly marked vehicle number. (II) The binder content specified is minimum . in case of quantity of binder as per job mix formula works out to be more the 5.5 % of weight of total mix extra quantity shall be provided by contractor without any extra cost of the Govt.

647

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M&L for perparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc. 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

430

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Fixing only Yellow ABS body 3m twin shank road stud of size 100x90x18 mm all as specified and as directed. Note:- Yellow ABS body 3m twin shank road stud shall be issued under schdule 'B' for fixing only

200

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Fixing only rubber portable speed bumps (Yellow/ black) of size 500x350x50 mm all as specified and as directed. Note:- Rubber portable speed bumps shall be issued under schdule 'B' for fixing only

80

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Fixing only solar delinator incl all fixing arrangements complete all as specified and as directed. Note:- solar delinator shall be issued under schdule 'B' for fixing only

30

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Rough excavation not exceeding 1.5 mtr deep and getting out in hard/ dense soil complete all as specified and as directed.

6.5

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Removing excavated soil exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and as directed.

6.5

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Forming embankments including raising (or lowering) earth,berms and filling in roads, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size, shape, etc. n.exc. 1.5 m high from base in solids.

6.5

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