Municipal Affairs Department Tender

Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. (c) For average depth above 75 mm but not exceeding 150 mm by manual means

water bound macadam sub base by consolidating jhama metal / laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness ( measured after compaction ) in layers including screening of metals etc. as necessary, hand packing, sweeping,watering and rolling in stages with power roller to proper line, grade and camber, lighting,guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per clause 404 of specification for road & bridge works of MoRT&H ( 5TH Revision) i) for construction of sub base by consolidating jhama metal ( 63 mm to 45 mm ) with moorum screening (i) Grading-I Aggregate (63 mm to 45 mm) UsingStone Screening Type A (13.2 mm) A. Mechanical Mean

Providing and Laying Bituminous macadam with hot mix plant ( light duty) using approved crushed aggregates of specified grading as per table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter- mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per clause 504 of specification for road & Bridge Works of MORT&H (5th Revision) B. for grading II ( 19 mm nominal size , 50 -75mm thk. ) ( i) HMP of minimum capacity 100 - 120 TPH.