Military Engineer Services Tender

Material and Labour for Premix bituminious macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 40-50 mm) using paving bitumen (VG 30 ) as binder and graded stone aggregates of 20 to12.5mm size complete all as specified and directed. Note : (a) Binder content shall be 4% of weight aggregate. (b) Rate shall include Bitumen Extraction Test as per reqd interval.

Material & labour for preparing new/old bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n.exc. 10cm 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.

Material & Labour for providing and fixing stainless steel (Grade 304) framework for road sign board/postings, etc, made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts, end nobes etc., of required size complete including fixing 4mm thick ACP (Aluminium composite panel) complete all as specified and directed. Note : 1. ACP (Aluminium composite panel) shall be measured and paid seperately. 2. Rates shall be inclusive of taking down old damaged sign posting of MS framework.

Supply only 4mm thick ACP (Aluminium composite panel), regular, exterior application grade, etc. of shade/colour GREEN colour on both side in required size including high intensity retro -reflective sheeting letters, symbols, borders etc. as directed by Engineer-in-Charge, of IRC sheeting class C and ASTM type-III/IX/XI with required colour scheme (WHITE/YELLOW) fixed on boards complete as specified and directed.

Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,watering and removing surplus soil to a distance n exc 50m and making good surface complete all as directed.

M&L for PCC (1:3:6) nominal mix type C-2 (using 40 mm graded stone ggregate) as in foundations, fillings and mass concrete complete all as specified as directed.

Demolition of brickwork/stone masonry built in cement mortar or cement lime mortar and removal of rubbish off the site complete all as specified and directed.

Material and labour for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 complete all as specified and directed.

Material and labour for 25mm thick PCC 1:2:4, type B0 (using 12.5mm size graded stone aggregate) as in coping, etc including moulding at junction and including necessary formwork complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings exc 15 cm thickness (below or above ground level).

Rolling and consolidating using hand roller to formation surfaces obtained after demolition of disinterated walkway including watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions with hardcore material where required. Note : Hardcore materials as reqd shall be paid seperately through Supply Only.

Supply only hardcore materials (Broken stones) of size n.exc 63mm complete and deposited where as specified and directed.

Material and labour for 75 mm thick cement concrete (1:3:6), type C-2, (using 20 mm graded stone aggregate) as in subbase etc complete all as specified and directed.

Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete including removing old broken paver blocks and stacked as and where directed by Engr-in-Charge Note : (a) Rate quoted shall be inclusive of testing of random samples of Precast cement concrete (M-30) paver blocks