SPECIAL REPAIRS TO CERTAIN PORTION OF ROAD FROM SYNDICATE BANK TO CIRCLE QTR AREA UNDER GE WELLINGTON

Amount

M&L Repair to pot holes any depth not exceeding 1 Sqm each, including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc and cutting around edges at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of metal) complete all as specified and as directed.

Demolition of cement concrete in any description and in any position not otherwise specifically provided for, complete all as specified and as directed.

Demolition and breaking up drain pipes of dia 600mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed.

Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles 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 75 mm thick compacted thickness, Water bound macadam (WBM) with coarse granite stone aggregates of grading 2 (63mm to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber complete all as specified and as directed.

M&L Soling, 150 mm thick (Spread thickness) with brocken boulders, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.

M&L 15cm thick compacted thickness, Water bound macadam (WBM), with coarse granite stone aggregates of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient and camber complete all 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 surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 10kg/10sqm using paving bitumen VG-30 complete all as specified and as directed.

M&L premix bituminous macadam with binder content of 4% by weight of total mix, (consolidated thickness 75mm or less) laid/rolled and compacted to required gradient and camber 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 with bituminous primer at 5 Kg/10 Sqm using paving bitumen VG-30 grade complete all as specified and as directed.

M&L Bituminous premix Semi-dense asphaltic concrete, 40 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed.

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.

Surface excavation not exceeding 30cm deep and averaging 20cm deep and getting out in soft/loose soil 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, Plain cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in floors/pavings etc. complete all as specified and as directed.

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

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.

M&L for Machine pressed precast conctete 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 1.50 m wide and not exceeding 1.5m in depth and getting out in any type of soil complete all 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 all as specified and as directed

M&L Pre-cast cement concrete block masonry with solid blocks exceeding 10 cm in width, using cement concrete 1:3:6, Type C1, using 20mm graded stone aggregate and setting in cement mortar 1:6, complete all as specified and as directed.

M&L 15 mm thick, rendering in Cement Motar 1:6 finished with even and smooth without using extra cement on concrete surface complete all as specified and as directed.

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

M&L Cement concrete 1:3:6, type C1, using 20mm graded stone aggregate as in coping etc., including necessary form work complete all as specified and as directed.

M&L Concrete bed in cement concrete 1:3:6, type C2, using 40mm graded stone aggrgate to drain pipes of 600mm dia, including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.

M&L for Reinforced concrete pipes of 600mm dia, class NP2, laid and jointed complete including collars 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 leval not exceeding 1.50 m above starting point in soil complete all as specified and as directed.

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