tender-02 nahan construction of new building for sub division office on first floor on existing 33 / 11 kv sub station at puruwala uesd puruwala . , demolition above ground level upto floor two level including disposal of un-serviceable materials within 20 metres lead & inc;luding cutting the necessary reinforcement and separating out from r . c . c . / r . b . work . r . c . c . work ( as per computer code no . 20060000 & no . 200601000 page 404 ) . , excavation in foundations , trenches etc . in earth work , lift upto 1 . 50 mtrs . stacking the excavated soil not more than 3 . 0 metres clear from the edge of the excavation and then returning the stacked soil in 15 centimetres layers , when required into plinths sides of foundations etc . consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work ( 50% ) ( as per computer code no . 07040200 & 07040300 page 130 ) , filling in plinth with sand under floors including watering , ramming , consolidating & dressingcomplete . ( as per computer code no . 07070000 page 131 ) , providing form work with steel plates 3 . 15mm thick welded with angle iron in frame 30x30x 5mm , so as to give a fair finish including centring , shuttering , strutting and propping etc . with woodenbattens and ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 . 00 metres and removal of the same for in-situ reinforced concrete & plain concrete work in ( as per computer code no . 0805000000 page 144 ) :- , foundation , footing basis of columns etc . and mass concrete ( as per computer code no . 0805010000 page 144 ) , flat surface such as soffits of suspended floors , roofs , landings & the like floors etc . upto 200mm in thickness . ( as per computer code no . 0805020100 page 144 ) . , columns , pillars , posts and struts , square , rectangular or polygonal in plan ( as per computer code no . 0805040000 & 0805040100 page 144 ) , beams , cantilevers , girders and lintels sides & soffits of beams , beam haunchings , cantilevers , bressumers and lintels not exceeding 1 . 0 metres in depth in all heihts from floor ( as per computer code no . 0805060000 & 0805060100 page 144 & 145 ) . , stair cases with slopping or stepped soffits excluding landing ( as per computer code no . 0805050000 page 144 ) , edges of slabs & breaks in floors & walls under 20 centimetres wide ( as per computer code no . 0805070000 & 0805070100 page 145 ) , providing & laying cement concrte 1:6:12 ( one cement : six sand : twelve graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in foundation & plinth ( as per computer code no . 09160000 and 09160100 page 151 ) . , providing & laying cement concrte 1:4:8 ( one cement: four sand : eight graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in foundation & plinth . ( as per computer code no . 09130000 and 09130100 page 151 ) . , providing and laying cement concrete mechnical mixed & vibrator 1 : 1 . 5 : 3 ( one cement : one & half sand : three graded stone aggregate 20mm nominal size ) & curing complete excluding cost of form work & reinforcement for reinforced concrete work in ( as per computer code no . 09320000 page 155 ) :- , foundation footings , bases of columns and the like and mass concrete ( as per computer code no . 0952010000 page 160 ) , suspended floors , roofs , landings & shelves and their supports , balconies , beams , girders , bressumers and cantilevers upto all floor level ( as per computer code no . 0952020000 page 160 ) . , stair cases ( except spiral stair case ) excluding landing but including preparing of the surface& finishing of nosing upto all floor level ( as per computer code no . 0952030000 page 160 ) . , columns , pillars , posts and struts upto all floor level ( as per computer code no . 09320300 page 156 ) . , providing & laying cement concrete 1:1 . 5:3 ( one cement: one & half sand : three graded stone aggregate 20mm nominal size ) reinforced concrete chajja not exceeding 10 centimetre thickness upto all floor level including finishing the exposed surface with cement mortar 1:3 ( one cement : three sand ) to give a smooth and even surface centring / form work and curing complete excluding the cost of reinforcement ( as per analysis of rate attached ) , providing tor steel reinforcement for reinforced cement concrete work including bending , binding and placing in position complete upto floor two level ( as per computer code no . 09410000 & 09410200 page 158 ) , brick work 2nd class using common burnt clay building bricks in foundation & plinth in cement mortar 1:6 ( one cement : six sand ) ( as per code no . 10010000 & 10010902 page 164 & 165 ) , brick work 2nd class using common burnt clay building bricks in super structure above plinth level upto floor two level in cement mortar 1: 6 ( one cement : six sand ) ( as per code no . 10010000 , 10010902 & 10020101 page 164 & 165 ) , half brick work 2nd class using common burnt clay building bricks in super structure above plinth level upto floor two level in cement mortar 1: 6 ( one cement : six sand ) ( as per code no . 10040102 , 10040302 & 10050000 page 166 & 167 ) , boulder filling dry hand packed under flooring & behind retaining wall ( as per computer code no . 1133000000 page 192 ) , providing & fixing 100mm bright finished brass floor door stopper with rubber cushion screws etc . to suit shutters thickness complete ( as per computer code no . 1212100000 page 228 ) , providing & fixing bright finished hard drawn hooks & eyes 150mm size ( as per computer code no . 1212204000 page 228 ) , providing sal wood work in frames of doors , windows , clerestory windows & other frameswrought framed & fixed in position ( as per computer code no . 1200100000 & no . 1200109000 page 203 ) . , providing 40 x 3 mm flat iron hold fast 40 cm . long including fixing to frame with 10 mm diameter bolts & nuts & wooden plugs & embedding in cement concrete block 30 x 10 x 15 cm 1 : 3 : 6 ( one cement ; three sand : six graded stone aggregate 20 mm nominal size ) ( as per computer code no . 1207800000 page 220 ) . , providing & fixing 40mm thick first class dedodar wood for panelled glazed or panelled & glazed shutters for doors , windows & clerestory windows , including black enamelled iron butt hinges with necessary screws ( as per computer code no . 1200500000 & no . 1200503000 & no . 1200503010 page 204 ) . , providing & fixing 30 mm thick first class deodar wood for wire gauge shutters using galvanised mild steel wire gauge of i . s . designation 85 g with wire of dia 0 . 56 mm for doors , windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws ( as per computer code no . 1201900000 & no . 1201902000 & no . 1201902010 page 208 ) . , providing & fixing anodized aluminium sliding doors bolts anodized colour & shade with bolts& nuts screws etc . complete 300 x 16 mm size ( as per computer code no . 1210400000 & no . 1210401000 page 225 ) . , providing & fixing anodized aluminium sliding doors bolts anodized colour & shade with bolts & nuts screws etc . complete 250 x 16 mm size ( as per computer code no . 1210400000 & no . 1210402000 page 225 ) . , providing & fixing aluminium tower bolts ( barrel type ) anodized transparent dyed to required shade & colour with screws etc . complete ( as per computer code no . 1210500000 page 225 ) . , 200 x 10 mm size ( as per computer code no . 1210503000 page 226 ) . , 100 x 10 mm size ( as per computer code no . 1210505000