SPECIAL REPAIRS TO ROAD FROM MORTUARY TO ISOLATION WARD, SQUARE ROAD OF MH WELLINGTON, ROAD IN FRONT OF 18 JCOS QTRS AND ROAD IN FRONT OF BLDG NO VIII OF SUPPLY DEPOT WELLINGTON UNDER GE WELLINGTON.

Amount

M&L Repair to potholes any depth,not exceeding 1 sqm and not exceeding 30mm in depth each including sweeping free from dust and mud,or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, 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, binded with 0.09 cum of stone chipping 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and as directed.

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

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and depth exc 50 mm and n exc 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 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 even a priming/tack coat with bituminous primer using bitumen VG-10 grade, at 10kg/10sqm of paving bitumen complete all as specified and as directed.

M&L Premix bituminous macadam with 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.

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 and applying evenly a priming/ tack coat over black top surface using paving bitumen VG-10 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.

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

M&L 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.

M&L 100 mm thick, PCC 1:5:10, type E2, using 40 mm graded stone aggregate as in sub base of floors/pavings etc. 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.

M&L Cleaning and preparing the road surfaces/existing or new painting surface of cement or bituminous surfaces and applying 2.5mm thick road marking painting with Reflective thermoplastic paint confirming to BIS 3262 (1989) of specified shade/ colour laid down through fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater n exc 10 cm wide complete all as specified and directed. Note:- i) Road marking paint shall confirm to MORTH 803.4 Ver III (Specification for thermoplastic road marking material). ii) The colour, width and layout of road markings shall be in accordance with the code of practice for road marking with paints, IRC:35.

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