CONSTRUCTION OF PAVER BLOCK. Start from Main Road to Amirul Khans house in ward no. 10

Earth work in excavation of foundation trenches or drains ,in all sorts of soil ( including mixed soil but excluding lateric or sand stone)including removing spreading or stacking the soils within a lead of 75m as directed . The item includes necessary training the sides of trenches, leveling ,dressing and ramming the bottom, bailing out water etc.as required complete. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring P-1, It-2/a

Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150mincluding watering and ramming etc. with earth obtained from excavation of foundation. i) From Excavation P-1, It-3/a

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. P-237, It-3.16

Cement concrete with Graded Stone balast (40 mm size) excluding shuttering. In Ground floor and foundation. (a) 6:3:1 proportion P-9, Sl.-26/b

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth P-15 It-7

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding i) 15 mm thick (6:1) P-49, Sl.-1

Neat cement punning about 1.5 mm thick in wall dado, window, sills, floor, drain etc. P-192, It-15

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. P-47, It.-3

Water Bound Macadam Sub Base 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 to protect edges and preparing the bed by 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 Specifications 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 morrum screening 1st Layer P-244, It-4.10

2nd layer