tender for provision of storage accn with path in front of office area of ge(i)(p) no.2 leh; 1 surface excavation n exc 30 cm deep averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and as directed by the engineer-in charge. 2 spreading levelling in layers n.exc 25 cm thick, well ramming in layers including watering complete all as specified and as directed by the engineer-in charge. 3 material and labour for 100 mm thick pcc 1:4:8 (type d-2 using 40 mm graded crushed stone aggregates) over rammed earth/hardcore complete all as specified and as directed by the engineer-in charge. 4 material and labour for 25mm thick sand coushioning / filling over concrete surface including spreading levelling in layers and consolidation complete all as specified and as directed by the engineer-in charge. 5 material and labour for machine pressed coloured rubber moulded pressed precast concrete interlocking paver block any shape and size conforming to is 15658-2006 of 80mm thickness m-40 grade with grey cement and pigment complete all as specified and as directed by the engineer-in charge. 6 material and labour for providing pcc 1:2:4 (type b-1 using 20 mm graded crushed stone aggregates) as in kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed by the engineer-in charge. 7 excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation,etc or for shafts, wells, cess pits, man holes, pier holes ,etc and getting out in hard/ dense soil complete all as specified and as directed by the engineer-in charge. 8 material and labour for plain cement concrete 1:4:8 type d-2 using 40 mm graded crushed stone aggregates as in foundation filling and mass concrete complete all as specified and as directed by the engineer-in charge. 9 material and labour for pre cast cement concrete block wall masonary (1:3:6 type c-1) with soild block , exc 10 cm in width, setting in cm 1:6 as in foundation complete all as specified and as directed by the engineer-in charge. 10 rendering 15 mm thick on fair faces of brick work or concrete surfaces in cm 1:4 complete all as specified and as directed by the engineer-in charge. 11 rendering 10 mm thick on fair faces of brick work or concrete surfaces in cm 1:6 complete all as specified and as directed by the engineer-in charge. 12 material and labour for 40 mm thick pcc 1:2:4 (type b-0 using 12.50 mm graded crushed stone aggregates ) as in damp proof coursecomplete all as specified and as directed by the engineer-in charge. 13 material and labour for reinforced cement concrete for design mix m-30 ( using 20 mm graded crushed stone aggregates) in beams , cantilevers, brussummers, lintels over 1.5m span complete all as specified and as directed by the engineer-in charge. 14 material and labour for 75 mm thick pcc 1:4:8 (type d-2 using 40mm graded crushed stone aggregates ) over rammed earth / hard core complete all as specified and as directed by the engineer-in charge. 15 material and labour for 100 mm thick pcc 1:2:4 (type b-2 using 40mm graded crushed stone aggregates ) over concrete surface as in flooring complete all as specified and as directed by the engineer-in charge. 16 material and labour for hard core of broken stone or boulders gauge n exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surfaceas in flooring and plinth protection complete all as specified and as directed by the engineer-in charge. 17 material and labour for 75 mm thick pcc 1:3:6 (type c-2 using 40mm graded crushed stone aggregates ) as in plinth protection over concrete surface complete all as specified and as directed by the engineer-in charge. 18 supply and fixing rolled section as in main and cross beams, hips and jack rafters purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates (fe-290,gde e-165) complete all as specified and as directed by the engineer-in charge. 19 supply and fixing pre-painted galvalume aluminium zinc coating gi based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 mpa as in roof covering fixed with self taping screws complete all as specified and as directed by the engineer-in charge. 20 supply and fixing mild steel plain black sheet 1 mm thickin wall cladding, steel gate and similar works, cut to size,punching holes,including round headed screws , clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams including bending or turning up angles etc as required complete all as specified and as directed by the engineer-in charge. 21 supply and fixing framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering , door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting (exclusive of steel sheeting or other covering, running rails and guides ) and hanging, also fastening and fixing (fe-410 w ,gde e-250 and quality -a) complete all as specified and as directed by the engineer-in charge. 22 supply and fixing steel locking bolts 250 mm size for gate complete all as specified and as directed by the engineer-in charge. 23 material and labour for preparing new or previously untreated steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer complete all as specified and as directed by the engineer-in charge. 24 material and labour for three coats of white wash on plastered surfaces of any description including preparation as in new surfaces complete all as specified and as directed by the engineer-in charge. 25 material and labour for two coats of cement base paint over one coat of alkali resistant priming paint on newly plastered surface of wall of any description including preparation as in new surfaces complete all as specified and as directed by the engineer-in charge. 26 returning filling in , including spreading , levelling , watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed by the engineer-in charge. 27 removing excavated material to distance n exc 50m and deposting where directed at a level n. exc 1.5m above the starting point complete all as specified and as directed by the engineer-in charge.