SPECIAL REPAIRS TO ROAD FROM LAKE VIEW TO ASC WELLINGTON, PROVN OF ROAD BETWEEN ARJUNA STATUE TO DRILL SHED AND PAVER BLOCK NEAR DRILL GROUND AT AVA HILL UNDER GE WELLINGTON

Amount

Surface excavation not exceeding 30cm deep and getting out in hard / dense soil complete all as specified and as directed.

Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller, to required level gradient or camber including watering as necessary complete all as specified and as directed.

M&L Soling, 150 mm spread thickness with broken boulders or quarried stone, inter sticks filled, surface formed and rolled and consolidated to required gradient and camber complete as specified and as directed.

M&L 150 mm thick compacted thickness water bound macadam (WBM) in two layers of 75mm thick each layer with quartzite coarse aggregates of grading 2, (63mm to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated to camber and gradient required complete as specified and as directed.

M&L Preparing WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat over black top surface using paving bitumen VG-30 grade at 10 Kg/10 Sqm complete all as specified and as directed.

M&L Premix bituminous macadam (binder content of 4% by weight of total mix) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed.

Repair to pot holes any depth not exceeding 1 sqm each but making good by applying tack coat @ 5 Kg per 10 sqm, putting in pre-mixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm , blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exceeding 30 mm complete all as specified and as directed.

M&L Preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat over black top surface using paving bitumen VG-30 grade at 5 Kg/10 Sqm complete all as specified and as directed.

M&L Bituminous premixed semi dense asphaltic concrete, 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen VG-30, rolled and compacted to required camber and gradient with 8 to 10 tone capacity power roller complete all as specified and as directed be the Engr-in-Charge.

M&L Painting lines, dashes, arrows, letters, etc. on roads pavements and the like not exceeding 10cm wide with road marking paint, white or golden yellow complete all as specified and as directed.

M&L for precast concrete kerb stone blocks in PCC 1:2:4, type B1, using 20mm graded aggregate set in CM 1:4 including necessary formwork etc. complete all as specified and as directed.

S&F Reflective road studs made of ABS plastic to provide most effective night guidance even under the most adverse weather conditions complete all as specified and as directed.

M&L Hard core using broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 100mm thick, watered and rammed to true surface complete all as specified and as directed.

M&L 100 mm thick, PCC 1:2:4, type B1 using 20 mm graded stone aggregate as in floors/pavings etc. complete all as specified and as directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm and depth exceeding 50 mm and not exceeding 100mm deep complete all as specified and as directed.

M&L 100 mm thick, PCC 1:5:10, type E-2 using 40mm graded stone aggregate as in sub base flooring complete all as specified and as directed.

M&L Sand filling /cushioning under floors or in foundations including watering and consolidation complete all as specified and as directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth getting out in hard/dense soil complete as specified and as directed.

M&L Cement concrete 1:4:8, type D2, using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete as specified and as directed.

M&L Precast cement concrete block masonry with solid blocks exceeding 10 cm in width made of PCC 1:3:6, type C1, using 20mm graded stone aggregate and setting in CM 1:6. complete all as specified and as directed.

M&L Precast cement concrete using 1:2:4, type B1, using 20mm graded stone aggregate and setting in CM 1:4 as in cover slabs etc including necessary form work etc., complete all as specified and as directed.

M&L TMT bars 6 to 8 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9 mm dia or securing with clips complete as specified and as directed.

M&L Cement concrete 1:3:6 Type C2 using 20mm graded stone aggregate as in coping including necessary form work etc complete as specified and as directed.

M&L Extra for forming fair finished drain or channel of 30 cm inner girth in cement concrete using extra cement including forms moulds etc complete as specified and as directed.

M&L Rendering 10mm thick, in Cement mortar 1:6, on fair faces of brick work or concrete surface finished with even and smooth without using extra cement complete all as specified and as directed..

M&L Rendering 15mm thick, in Cement mortar 1:4, on fair faces of brick work or concrete surface finished with even and smooth without using extra cement complete all as specified and as directed..

S&F Reinforced concrete pipes, 300mm bore, class NP2 laid and jointed with collars complete all as specified and as directed.

M&L for Concrete bed 1:4:8 type D2 to drain pipes 300mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.

Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed.

Removing excavated material not exceeding 50 mtrs and depositing where directed at a level not exceeding 1.50 m above starting point in soil complete all as specified and as directed.

Removing excavated material exceeding 250 mtrs but not exceeding 500 mtrs and depositing where directed at a level not exceeding 1.50 m above starting point in soil complete all as specified and as directed.

Surface excavation 30cm deep and averaging 20cm deep and getting out in soft /loose soil complete all as specified and as directed.

ACE PROMOTERS

Vishnu Infrastructures