tender for provision hard standing, drain, retaining wall and soak well under ge 874 ews; 1 m&l for excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. 2 m&l for cement concrete (1:4:8) type d-2, using 40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. 3 m&l for walling of random rubble, coursed, well bonded, bedded and solidly hearted, built in cm 1:4 complete all as specified and directed. 4 m&l for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought up to courses complete all as specified and directed. 5 m&l for boulder filling dry, hand packed tightly at thickness at back of wall etc and raising or lowering to required level complete all as specified and directed. 6 m&l for raised pointing to random or polygonal rubble, uncoursed or brought up to course in cm (1:4) complete all as specified and directed. 7 m&l for providing, cement concrete (1:2:4) type b-1 as in lintels up to 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided in, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. 8 m&l for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.in soft/loose soil complete all as specified and directed. 9 m&l for removing excavated material/soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. 10 m&l for providing precast cement concrete (1:3:6) type c-1 using 20mm graded stone aggregate as in bonders for stone walling and set in cement mortar 1:4 complete all as specified and directed. 11 m&l for 110mm bore pvc pipes single socketed in any length with rubber ring joints fixed to walls concrete complete all as specified and directed. 12 m&l for cement concrete 1:3:6, type c-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. 13 m&l for precast reinforced cement concrete (1:2:4), type b-1 as in cover slabs for man holes/drain etc. chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and directed. 14 m&l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 15 m&l for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cm 1:4 is to be finished even and smooth with water proofing compound (without using extra lime or cement) complete all as specified and directed. 16 m&l for preparing new plastered surfaces of wall and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified and directed. 17 m&l for construction of soakage well, of size 3.60 m dia at bottom and 3.00 m total depth complete all as specified and shown on drawing no. cesz-td-/2015 sheet no 1/3 & 3/3 dated 22 feb 2015 (revised dt 21 mar 2015) and specified in particular specifications. 18 m&l for surface dressing n exc15 cm deep in soft/loose soil complete all as specified and directed. 19 m&l for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. 20 m&l for 150 thick cement concrete (1:4:8) type d-2 using 40mm graded stone aggregate as a subbase to hardstanding complete all as specified and directed. 21 m&l for 100 mm thick cement concrete (1:2:4), type b-1, using 20mm graded aggregate as in hard standing complete all as specified and directed. 22 m&l for forming contraction joints 65mm deep x 10mm wide, filled with grade a sealing compound complete all as specified and directed.