SPECIAL REPAIRS TO ROAD FROM TAMIL NADU ELECTRICITY BOARD ENTRANCE TO NEAR KAMARAJPURAM ROAD JUNCTION UNDER GE WELLINGTON

Amount

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

Demolition of plain cement concrete of any description and in any positrion not otherwise specifically provided and debris to be removed to a distance not exceeding 100m all as specified and directed.

Premix bituminous macadam using paving bitumen VG-30 (binder content of 4% by weight of total mix) laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using 8 to 10 tonee capacity power roller all as specified and directed.

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 with bituminous primer at 5 kg/10 Sqm using paving bitumen VG-10 grade all as specified and directed

Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.50% binder content by weight of total mix, using paving bitumen VG-30 as rolled and compacted to required camber and gradient using 8 to 10 tonee capacity power roller complete all as specified and directed.

Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 100mm thick, watered and rammed to a true surface using broken stone or boulders all as specified and directed.

Plain cement concrete 1:5:10 type E-2 using 40mm graded aggregate in sub base 100mm thick all as specified and directed.

100mm thick Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in floors/ pavings etc all as specified and directed.

Sand filling under floors or in foundations including watering and consolidation all as specified and directed.

Machine pressed precast concrete interlocking paver block with grey cement and pigment, of any shape and size conforming to IS 15658 -2006 of 80mm thick M-40 Grade all as specified and as directed.

Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth and getting out in hard/ dense soil all as specified and directed.

Reinforced Concrete pipes class NP-2 laid in trenches and jointed complete with collars of 600mm dia all as specified and directed.

Concrete bed to drain pipes including packing under and haunching against the sides of the pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded aggregate for 600mm dia size pipe all as specified and directed.

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

Removing excavated surplus soil to a distance exceeding 100m and not exceeding 250m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed.

Preparing bituminious surfaces of road and marking 2.5mm thick centre lines, dashes, arrows etc and the like not exceeding 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 specified and directed.

Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed.

Demolition of Brickwork, stone / boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in mortar 1:6 type C1 1:3:6 using 20mm graded stone aggregate complete all as specified and directed.

PCC type C1, 1:3:6 using 20mm graded stone aggregate over platform, bed blocks for hold fast, coping and the like including necessary form work all as specified and directed.

Mild steel TMT bars 10mm dia and over, cut to length, bent to shape as required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed.

Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in cement mortar 1:6 complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately.

Rendering 15 mm thick in cement mortar 1:6 on Wall on brick work or concrete surfaces, finished even and smooth without using extra cement all as specified and as directed.

Plain Cement Concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drain all as specified and directed.

ACE PROMOTERS

VENKATESH

KSR AND COMPANY