construction of external b/r services for infra at bhagur under ge deolali-- 1 dismantling of posts or struts(wood, steel or rcc) any section embedded in concrete, including taking out embedded portion and making good disturbed ground all as specified and directed. 2 dismantling fencing, wire mesh, any type with support complete all as specified and directed. 3 dismantling structural steel work including doors, gates but excluding framed trusses complete ail as specified and directed. 4 surface excavation not exceeding 30 cm deep and averaging 15 cm deep in hard / dense soil and getting out including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) including digging out roots all as specified and directed. 5 earth work in excavation in any kind of soil by manual means or mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including getting out excavated earth, lift upto 1.5m, complete all as specified and as directed. 6 earth work in excavation in all kind of soil by manual means or mechanical means (hydraulic excavator) in foundation trenches, manholes or drains etc. (not exceeding 1.5 m in width or 10 sq.m on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil, complete all as specified and as directed. 7 earth work in excavation in all kind of soil by manual means or mechanical means (hydraulic excavator) in foundation trenches, manholes or drains etc. exceeding 1.5 m in depth but not exceeding 3.0 m in depth (not exceeding 1.5 m in width or 10 sq.m on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m to 3.0 m, including getting out the excavated soil, complete all as specified and as directed. 8 earth work in excavation in soft/ disintegrated or ordinary rock by manual means or mechanical means (hydraulic excavator) in foundation trenches, manholes or drains etc. (not exceeding 1.5 m in width or 10 sq.m on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated rock, complete all as specified and as directed. 9 removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified. 10 removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified. 11 removing excavated material exc. 1.50 kmbut n exc. 5.0 km and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified. 12 returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm., complete all as specified. 13 m&l moorum / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and as directed. 14 rolling and consolidating formation surfaces in cutting using power roller exc 8 tonne & not exc. 12 tonne, complete all as specified and as directed. 15 m&l laying and compacting 150 mm thick (compacted thickness)granular sub base course (gsb) gradingas per grade i as specified in table 400-1 of morth specification for road and bridge works, 2013 in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. the material shall be mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 kn static weight for achieving required compaction density of at least 98% of the maximum dry density, consolidating to required gradient and camber complete all as specified and directedwith finished surface tolerances as per table 900-1 of morth specifications for road and bridge works, 2013, complete all as specified and as directed. 16 m&l laying and compacting 225 mm thick (compacted thickness)wet mix macadam (wmm) laid in three layers of 75 mm thick each, grading as per table 400-13 of mort&h specifications for road and bridge works 2013, manufactured in wmm plant and material shall comprise of clean, crushed graded stone aggregates (basalt /trap /granite) and granular material premixed with water to a dense mass, carriage of mixed material by tippers to site,laidin uniform layer over prepared sub base /base course using mechanical paver and rolled and compacted with vibratory roller of capacity 80-100 kn static weight and consolidated to required gradient and camber, complete all as specified and directed. the finished surface tolerance shall be as per table 900-1 of morth specification for road and bridge works 2013, complete all as specified and as directed. 17 m&l preparing new wmm surfaces by brushing with wire brushes for removing caked mud etc., sweeping with broom and finally fanning the cleaned surface with air blower/ power compressor to remove all loose dirt etc. and applying evenly priming/tack coat with bituminous primer of vg-10 grade paving bitumen conforming to is : 73 at a rate of application of 0.3- 0.4 kg/sq.m on bituminous surface as specified in table 500-5 of morth specification for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed complete all as specified. 18 m&l for 75mm or less (consolidated thickness) premixed bituminous macadam laid, spread using mechanical paver with minimum 4% binder content by weight of total mix, using paving bitumen binder of grade vg-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne complete all as specified and as directed. 19 m&l preparing black top surface by brushing with wire brushes for removing caked mud etc., sweeping with broom and finally fanning the cleaned surface with air blower/ power compressor to remove all loose dirt etc. and applying evenly priming/tack coat with bituminous primer of vg-10 grade paving bitumen @ 2.50 kg/ten sq.m complete all as specified and as directed complete all as specified. 20 m&l bituminous premix sem-dense aspaltic concrete (sdac) 40 mm consolidated thicknesss with min 5.50% binder (paving bitumen) of grade vg-30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to requiredchamber and gradient and complete all as specified andas directed.notes for item no. 18&20:(i) the actual binder content for bm & sdac shall be used as per optimized bitumen content based on approved job mix formula irrespective of what has been indicated in schedule items.(ii) price adjustment shall be done on minus side only @ 60.00 per kg (without considering the permissible tolerance on minus side) with reference to binder content indicated schedule item. no price adjustment shall be applicable for binder content if worked out on higher side than indicated in schedule items. 21 m&l preparation of new black top surfaces and painting lines , dashes, letter, arrows etc. of any width or girth on road pavement and like with 2 mm thickness thermoplastic road marking paint white or golden yellow with glass reflectorised beads applied mechanically with thermoplastic applicator machines all as manufactures instructions, complete all as specified and directed. 22 m&l hardcore of gauge n. exc. 63 mm of broken stones or boulders, deposited spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface including excavation over area in any type of soil by mechanical means & removing excavated soil outside md land, complete all as specified and as directed. 23 m&lplain cement concrete (1:4:8) type d-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed. 24 m&l providing, cement concrete 1:2:4 type b0 (using 12.5 mm graded stone aggregates) in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified and as directed. 25 m&l continuous fly ash brick edging; with width equal to the width of the brick; laid dry on end at the required angle complete all as specified and as directed 26 m&l brick work with old size fly ash bricks, straight or curved on plan exc. 6 metre mean radius, built in cement mortar 1:4, in any position, complete all as specified and directed. 27 m&l brick work with old size fly ash bricks, straight or curved on plan exc. 6 metre mean radius, built in cement mortar 1:6, in any position, complete all as specified and directed. 28 m&l providing and laying 80 mm thick, factory made, chamfered edge cement concrete paver block of m-40 grade, made by table vibratory method using pu mould in required colour and pattern and of approved size and shape confirming to is: 15658-2006, as in foot path, parks, lawns, drive ways or light traffic parking etc., laid over and including 50 mm thick compacted crushed stone sand bedding layer; laid to true line, level, compacted and properly embedded in sand bed through vibratory compaction using plate vibrator etc., finishing and sweeping, complete as specified and directed.note: the quoted unit rate shall include cost of sand filling. 29 m&l pcc (1:3:6) type c-1 using 20 mm graded stone aggregates as incopings, kneelers, apex stones, bed plates, kerbs,water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including use of necessary form work and finishing exposed surfaces of concrete even and smooth without using extra cementcomplete all as specified and directed. 30 m&l pcc (1:2:4) type b-1 using 20 mm graded stone aggregates as incopings, kneelers, apex stones, bed plates, kerbs not provided for in ssr part -ii item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including use of necessary form work and finishing exposed surfaces of concrete even and smooth without using extra cementcomplete all as specified and directed. 31 m&l rendering 15 mm thick in cement mortar (1:6), on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed. 32 m&l rendering 10 mm thick in cement mortar (1:4), on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed. 33 m&l for rendering in 10 mm thick ready mix plasterof make- accsaccoplast/ ck birlas aerocon i speed dry mixsecoplaster/magicplast/buildwell on fair surfaces of brick work or concrete surfaces etcfinished, complete all as specified and directed. 34 m&l for rendering in 15 mm thick ready mix plasterof make- accsaccoplast/ ck birlas aerocon i speed dry mixsecoplaster/magicplast/buildwell on other than fair surfaces of brick work or concrete surfaces etcfinished, complete all as specified and directed. 35 m&lreinforced concrete 600 mm bore pipes, class np3 laid and jointed including cement concrete 1:3:6 type c-2 as in bed to drain pipe including packing under and completely surrounding pipes pipes with concrete after they are laid and tested in 600mm bore of pipes, complete with collars., complete all as specified and directed. 36 m&l plain cement concrete (1:2:4) type b-1 using 20 mm graded stone aggregates as in surface channels and drains, complete all as specified and directed. 37 m&l extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed. 38 use & waste form work to sides of pillars, posts, struts, piers, columns and stanchions, for flat fair finished surfaces of concrete complete all as specified and directed. 39 use & waste form work to sides of concrete foundation, footings, bases of columns, rafts and raft beams, sides and soffit of foundation and plinth beams and similar work etc.; for flat rough finished surface of concretecomplete all as specified and directed. 40 use & waste form work to sides and soffits of rcc/pcc bands etc. for flat rough finished surfaces of concrete complete all as specified and directed. 41 m&l rcc m-25 (design mix-rmc) using 20mm graded stone aggregates in columns, pillars, piers, posts and struts etc. complete all as specified and directed. 42 m&l rcc m-25 (design mix-rmc) using 20mm graded stone aggregates in foundations, including rafts, footings, foundation beams; bases for columns etc.complete all as specified and directed. 43 m&l rcc m-25 (design mix-rmc) using 20mm graded stone aggregatesin beams/bands etc. complete all as specified and directed. 44 m&l tmt bars 10 mm dia and over, cut to length, bend 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 all as specified and directed. 45 m&l tmt bars 5 mm dia and over upto & including 10mm dia, cut to length, bend to shape as required including cranking, bending and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in stirrups, spacers, binders complete all as specified and directed. 46 m&l preparation of new plastered surfaces and applying two coats of cement base paint over a coat of primer complete all as specified and directed. 47 m&l preparing new steel or iron surfaces of any description not otherwise described exc. 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. 48 m&l rolled mild steel framed work fe 410-w gde e-250 quality - a as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting, pintle hinges or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed. 49 supply, fabricate and erection of mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. and similar works conforming to fe-290 (gde e-165) complete all asspecified and directed. 50 s&f galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing & straining & fixing to any type of standards rails straining bolts including securing or tying at crossing with & provn of galvanized mild steel wire complete all as specified and as directed. (each line wire to be measured separately) 51 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length in total 90 m length of coil having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer-in-charge, with reinforced barbed tape(r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre, complete all as specified and as directed. 52 s&f 1.25mm mild steel, plain, blacksheet in wall cladding,steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed. 53 s&f 75mm bore of pvc (swr) pipes single socketed in any length with rubber ring joints laid on wall for weep holes complete all as specified and as directed. 54 m&l 15-18mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed.