tender for special repair to pedestal pathway from akash dwar to culvert area under ge i gos; 1 surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil , complete all as specified and directed. 2 m & l for hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. 3 m & l for providing cement concrete type d2 1:3:6 ( 40mm graded aggregate ) as in path/ hardstanding surface even and fair complete all as specified and directed 4 m&l for cement concrete b-1 (1:2:4 ) (20 mm graded stone aggregate) as in path/ hardstanding surface even and fair complete all as specified and directed 5 m & l for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed. 6 m & l for 60 mm thick machine pressed precast concrete interlocking paver block with grey cement and no pigment any shape and size confirming to is 15658-2006, m-35 grade as in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile ,complete all as specified and directed. 7 m&l for pre cast cement concrete1:1.5:3 , type a-1 using 20 mm graded stone aggregate as in kerb stone and similar articles with plain faces , set in cm 1: 4complete all as specified and directed . note the size of kerb stone may be varied as per site requirement during execution of work without cost adjustment ,complete all as specified and directed. 8 excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes,etc. not exc. 10 sqm on plan and getting out in soft / loose soil complete all as specified and directed. 9 returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. 10 m & l forremoving excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all specified and directed . 11 s & f of 110 mm bore pvc (swr) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed. 12 m & l for plain cementconcrete m-10 nominal mix (using 20 mm graded stone aggregate), as in lintels upto 1.5 m clear span, cills, steps,seismic and other similar bands, plinth course, string courses, lacinng courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. 13 m&l applying two coats of acrylic exterior weather proof emulsion paint over a coat of exterior primer on newly plastered wall surfaces,dusting & finally washing with water to clean the surface absolutely free from any kind of foreign materials and making good minor cracks etc complete all as specified and directed. 14 demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. 15 m&l for brick work with fly ash bricks straight or curved on plan exceeding 6 m mean radius complete built in cement mortar 1:6 complete all as specified and directed. 16 m& l for power rolling with roller exc 5 tonnes n exc 8 tonnes and cosolidatingformation surface in cutting,complete all as specified and directed. 17 m& l rolling in formation ground withmanual roller / table vibrator,complete all as specified and directed. 18 m & l for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including waterig,complete all as specified and directed.