repair and maintenance of civil work - 1 excavation for foundation up to 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff up to 50 meter lead. (a) loose or soft soil (it.code 4001a pg. 46) 2 excavation for foundation up to 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff up to 50 meter lead.(b) dense or hard soil (it.code 04001b pg. 46)
3 excavation for foundation up to 1.5 m depth
luding sorting out and tacking of useful materials and disposing off the excavated stuff up to 50 meter lead. (a) loose or soft soil (it.code 048001a pg. 50) 4 excavation for foundation up to 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff up to 50 meter lead.(b) dense or hard soil (it.code 04b001b pg. 50) 5 filling available excavated earth (excluding rock) in trenches. plinth, sides each of foundations etc. in layers not exceeding 20 cm. in depth consolidating deposited layer by ramming and watering. (it.no.4006, 4.12 p.no.48) 6 filling in plinth with sand under floors including watering ramming, consolidating and dressing complete. (sor.it.no.04007a, 4.24 p.no.48) 7 providing and laying cement concrete 1:4:8 (1 cement: 4- coarse sand: 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (a) foundation and plinth (it.code 05003a 5.3.3 pg. 52) 8 providing and laying cement concrete 1:3:6 (1 cement: 3- coarse sand: 6 hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (a) foundation and plinth (it.code 05003a 5.3.2 pg. 52)
9 providing and laying cement concrete 1:2:4 (1- cement: 2 coarse sand: 4-graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (a) foundation and plinth (it.code 05010aa, 5.3.13 pg. 53) 10 providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4-graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (b)independent piers, columns, and pillars, upto floor two level (it.code 05010ba 5.3.13 pg. 53) 11 providing and laying cement concrete work 1:2:4(1 cement: 2- coarse sand: 4-graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in(a) foundation footings race or columns and mare concroto it code 0501144 12 provsting saying coured concrete work cement graded stune aggregates 20 min nominal sine) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (1) stabu, landing, thelves, balconis, lintels, beams, girders and cantilever upto floor twe (it.code 050118454.1951) provsting and laying cement concrete flooring 1:24 (1-e sand 4-graded stune aggregate 20eun sominaisine)laid in one laye rand finidel with a floating cout of meat cement 50mm thick (code 140158a, 14.71 pgfno.128) 14 provating tmt bar fs415 cenfurament for bcc work including heading, handing and plaeng a position compists up to four tw (it. code 050148a 54111 15 providing tmt bar fe 5000 minlamint for acc work inhaling bending bading and placing in pastion complete upto floor twn level (it code 000140 5411) providing and laging in postttos bubur as specified in tras lielarvet including drilling adequest hole, cleaning the same grouting with hiltihy-200rebar 16 systeem as per manufacturers specifivations strictly in accordance with strictural details hastog minimum depth of embelment 125 mm et compirts for alt floors for any dia (ra)
17 providing and fixing m5 grille of el pattern to wooden frames of window setc. with m. flan at repared spacinge ant frame alrstand, square or round bars with round headed holts anil nuts ur hy strews (a) pain grill (ilcate 10025aa 10.1.0.90) brick work using common burnt clay builtiling bricks having crushing sirvagth 18 sot luu than 35 kg/54.0m. tourtatton and plinth in cement mortar 26 (1 cement: 6-une sand)(b) conventional (it code 60028a, 61371] 19 brick work using commen burnt chay building bricks haining crashing strength ant less than 35 kg/sqcm, in foundation and pliech in cement mortar 1:6 (1-cument-fine sand superstructure above plith level upto floor two leve) () conventional for all love (it code 600zra 60068 pg 71 72+000782a 62 pg. no 73) extra for brickwork in structure above path level up to four two level (1) commentsonal (it.code 000068 6.10 pg 72)
23 hall brick masonry in comition brunt day holding brides taving crushing strength not less than 35 kg/sq.m. in camare mortar 1-41 cement: 4-csarse sand) in fuundation and plinth (b) camational (it. cade 6008aza, 6.3 pg. 733 23 extra for ball brich may lammutus above plinth level upto floor two el(r) conventional (code 060100 632 p. 75) steel work, welded in bulll up sertions frased work including rutting, hunting boxing as position and applying a printing coat of read lead print (alin beams and joists, channels angles tees, flats, with connecting plates or angle cleuts as in mats and cross beams. hip and jack cafters, purtas connected to common rafters and the live fit code 11002aa, 11410) 24 siructural steelwork confirming to 154433-1997) nveted, bolted u rwelded in buith up for all type sections in framest work, including cutting, hosting, fixing in position and applying a priming soat of approved steel prime rall complete a per the structural designs and directions of engineer in-charges column 122 x 61a3mcote 20054.11.4 pg15) 25 providing and fling fimm thick lexan polycarbonate muhi wodl roofing sheet fixed with hilti screw and rubber silicon sealer and alluminium mrip of size th3mm esc complete as directed by engineer in charge (it code 15019, pg.333) pal 24"x24" vitnfied min thick tile flooring over 20mm(average) hase of 26 cement mortar 16 (1. cementficoorisatud)on new mirfare or fixing on existing flooring by adhesive material including dismantling of existing flooring and jnimed with color cement slurry including finished with fouth prounting cleaning the surface in complete for dark shade fit code 14020a, p 129) 27 providing and laying white gland thes imm thick in flooring treads of mepe and landing laid on a bed of 12mm thick cement mortar 13 (1-men-com sand) finishing with flush pointing in white cemem. (it code 1400baa, 14:29 pg116) 28 froviding and laying white glazed tiles grom thick in skirting roers of ps and dadu ze 10mm thick cement planer 13 (1-cement 3-coarse sand) and jounted with white cement slurry)[it code 14009aa 14.32. p127) 29 providing and laymg poliated kita rune slab flooring over 20thm (average) thick base of coment mortar 16 [1-cement: 6-coarse sand) or lm. 1.1.5 (1-lime putty 15-course sand) laid over and jointed with grey cement slurry mixed with pigmest to match the shade of slab including rubbing and polishing etc. congle (a) 25mm thick (it code 140124a, 14.4371281
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