| 1 | 1 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work decomposed conglomerate saturated soil soft and hard rock i/c stacking the excavated soil and then returning the stacked soil in 15cm layer when required into plinth side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads, lifts and as per direction of Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001113 | 804.85 | P/Cum |
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| 2 | 2 | Providing and laying cement concrete 1:3:6 (1cement:3app.sand:6app.graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material at site and as directed by the Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001114 | 40.33 | P/Cum |
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| 3 | 3 | Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app.graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material at site and as directed by the Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001115 | 36.88 | P/Cum |
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| 4 | 4 | Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app.graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material at site and as directed by the Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001116 | 10.66 | P/Cum |
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| 5 | 5 | Providing and laying reinforced cement concrete work 1:1-1/2:3 (1cement :1-1/2 sand : 3 graded stone agg. 20mm nominal size and curing complete excluding the cost of form work and reinforcement for RCC work including all leads lifts and carriage of material etc. as per directions of Engineer in charge complete in all respect in | BI01010001010000000000000515BI0100001117 | | |
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| 6 | 5.1 | (a) Foundation and plinth | BI01010001010000000000000515BI0100001118 | 106.78 | P/Cum |
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| 7 | 5.2 | (b) Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress and the like | BI01010001010000000000000515BI0100001119 | 101.18 | P/Cum |
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| 8 | 6 | Providing and laying cement concrete 1:2:4 (1cement : 2 app. sand : 4app. graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs landings shelves and their supports balconies, beams, girders bressumers and cantilevers up to floor two level including all leads lifts and carriage of material at site and as per directions of the Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001120 | 23.71 | P/Cum |
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| 9 | 7 | Providing form work with steel plates 3.15 thick welded with angle iron in frame 30X30X5mm so as to give fair finish including centering shuttering strutting and propping etc. with wooden battens and bellies, highs or propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu- Reinforced cement concrete work and Plain cement concrete work including all leads lifts and carriage of material at site and as per direction of Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001121 | | |
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| 10 | 7.1 | i) flat surfaces such as softies and suspended doors, roofs landing and the like floors etc. up to 200mm in thickness. | BI01010001010000000000000515BI0100001122 | 151.36 | P/Sqm |
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| 11 | 7.2 | ii)Vertical surface such as walls (any thickness) | BI01010001010000000000000515BI0100001123 | 1205.62 | P/Sqm |
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| 12 | 7.3 | iii)Edge of slab | BI01010001010000000000000515BI0100001124 | 99.04 | P/Sqm |
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| 13 | 8 | Providing Mild/Tor steel reinforcement for RCC work including banding, binding and placing in positing complete up to floor two level including all leads, and carriage of material at site and as directions of the Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001125 | 13381.8 | P/Kg |
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| 14 | 9 | Prov. and fixing(MS Sheet & Angle Iron ) cast iron cover with frames for main holes of size 500mm internal dia meter C.I. Cover (Medium) duty the weight of cover to be not less than 23 kg including all leads, lifts and carriage of material at site and as directed by the Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001126 | 6 | Each |
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| 15 | 10 | Fixing GMS pipe in wall & Floor. Including all fitting as required) | BI01010001010000000000000515BI0100001127 | | |
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| 16 | 10.1 | 80 mm dia | BI01010001010000000000000515BI0100001128 | 68 | Each |
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| 17 | 11 | Fixing GMS pipe in wall & Floor GMS ( 40MM dia . Including all fitting as required) | BI01010001010000000000000515BI0100001129 | | |
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| 18 | 11.1 | 40mm dia | BI01010001010000000000000515BI0100001130 | 32 | Each |
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| 19 | 12 | Providing & fixing Wheel valve 80 mm dia Including all fitting as required. complete in all respect | BI01010001010000000000000515BI0100001131 | 11 | Each |
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| 20 | 13 | Providing & fixing Wheel valve 40 mm dia Including all fitting as required complete in all respect | BI01010001010000000000000515BI0100001132 | 2 | Each |
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| 21 | 14 | 15mm thick Cement Plaster in single coat on flair side of brick/ concrete walls for internal plastering upto floor two level i/c internal rounded angles , chamfers not exceeding 80 mm in girth & finished even and smooth in cement mortar 1:3( 1 cement : 3 sand ) with in all leads and lifts.)and as per direction of Engineer in charge complete in all respect | BI01010001010000000000000515BI0100001133 | 234.06 | Each |
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| 22 | 15 | Prov. and placing in horizontal layers of filtering media duly graced, screened, washed and cleaned as specified by Engineer in charge.complete in all respect | BI01010001010000000000000515BI0100001134 | | |
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| 23 | 15.1 | i)Top layer fine sand (effective size 0.20mm to 0.40 mm with uniformity co efficient3.00) | BI01010001010000000000000515BI0100001135 | 110.99 | P/Cum |
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| 24 | 15.2 | ii)2nd layer coarsed sand ( coarse sand 3mmm to 6 mm) | BI01010001010000000000000515BI0100001136 | 22.2 | P/Cum |
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| 25 | 15.3 | iii)3rd layer 6mm to 20mm | BI01010001010000000000000515BI0100001137 | 7.4 | P/Cum |
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| 26 | 15.4 | iv)4th layer Bajri 20mm to 25mm | BI01010001010000000000000515BI0100001138 | 14.8 | P/Cum |
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| 27 | 15.5 | v)5th layer Broken stone( 50mm to 75 mm) | BI01010001010000000000000515BI0100001139 | 22.2 | P/Cum |
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| 28 | 16 | Random rubble masonry / polygonal rubble masonry (Uncoursed/ brought to course) with hard stone of approved quality in foundation and plinth including levelling up with cement concerete 1:6:12 (1Cement6 Sand : 12 Graded stone aggrete of 20 mm nominal size) in cement mortar 1:6 (1cement:6Sand ) in foundationand plinth i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001140 | 23.24 | P/Cum |
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| 29 | 17 | Squar rubble masonry coursed with hard stoneof approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (1Cement :4 Sand) i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001141 | 5.96 | P/Cum |
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| 30 | 18 | Providing and laying Damp proof course 38mm thick with cement concrete 1:2:4 (1 cement 2 sand 4 graded stone aggregate 12.5mm nominal size) at plinth level and curing completed i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001142 | 17.96 | P/sqm. |
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| 31 | 19 | Applying a coat of hot bitumen [mexphalt 80/100 or equivelent using 1.70 kg/sqmtrs on damp proof course after cleanig the surfaces with a piece of cloth lightly soaked with kerosene oil. i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001143 | 17.96 | P/sqm. |
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| 32 | 20 | 1st. class brick work using common burnt clay s building bricks in supper structure in cement mortar 1:6 (1cment:6 sand) | BI01010001010000000000000515BI0100001144 | 30.04 | P/Cum |
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| 33 | 21 | Providing and fixing pressed steel door frames manufactured from commercial mild steel of 1.25 mm thickness including hinges jamb lock jamb beed by mechnical mean and if required angle threshold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed togetherand specified and applying a coat of approved steel primer after pretreatement of the surface as directed by the Engineer in Charge Including all leads lifts and carriage of material at site completed in all respect Profile - B | BI01010001010000000000000515BI0100001145 | 73.6 | P/rmt. |
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| 34 | 22 | Providing and fixing M.S. grills of required pattern in wooden frames of windows etc. with M.S. flats squar or rounded bars with rounded headed bolts and nuts or by screws& as per direction of Engineer in charge | BI01010001010000000000000515BI0100001146 | 157.98 | P/Kg |
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| 35 | 23 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40 mm X40mmX6mm angle iron 3 mm M.S. guest plate at the juctions and corners ,all necessary fitting complete including applyinga priming coat of red lead paint. | BI01010001010000000000000515BI0100001147 | 15.56 | P/sqm |
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| 36 | 24 | Painting Two coat ( excluding priming coat) on new steel and steel based surfaces with ready mixed paint brushing to give an even shade including cleaning of brushing to give an even shade including cleaning of all dirt and dust and other foreign matter sand papering and knotting ready mixed paint other than white.i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001148 | 56.4 | P/sqm |
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| 37 | 25 | Boulder filling under floor hand packed tightly including all leads lifts and carriage of material at site and as directed by the Engineer in Charge i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001149 | 5.44 | P/Cum |
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| 38 | 26 | Cement concrete flooring 1:2:4 [ 1 cement :2 sand :4 graded stone aggregate 20mm nominal size] laid in one layer finished with a floating coat of neat cement 40mm thick.i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001150 | 40.5 | P/sqm |
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| 39 | 27 | 20mm cement plastering in single coat on rough side of brick/stone masonary for interior plastering up to floor two level including arrises internal rounded angles chamfers, and/or rounded angles not exceeding 80mmin in girth and finished even and smooth in C.M.1:6 (1Cement:6 Sand)i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001151 | 179.78 | P/sqm |
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| 40 | 28 | 6 mm cement plastering to ceiling in cement mortar 1:3 (1Cement :3 Sand) including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.i/c all leads, lifts and carriage of material etc.completed in all respect | BI01010001010000000000000515BI0100001152 | 157.7 | P/sqm |
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| 41 | 29 | White washing with lime on un-decorated walls surfaces two coats to give an even shade including thoroughly brooming the surfaces to remove all dirt and dust and other foreign matter.i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001153 | 244.9 | P/sqm |
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| 42 | 30 | Hiramchi colour wash on un decorated wall surface (two coats) to give an even shade including throughly brooming the surface to removeal of oil grease ,dirt dust and other forgin matter i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001154 | 105.88 | P/sqm |
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| 43 | 31 | Providing under layer for plinth protection 75 mm thick unconsolidated bed dry bricks/stone (40 mmnominal size).i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001155 | 25.4 | P/sqm |
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| 44 | 32 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand :6 gaded stone aggregate 20 mm nominal size ) including finishing the top surfaces of concrete smooth i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect | BI01010001010000000000000515BI0100001156 | 24.48 | P/sqm |
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| 45 | 33 | Steel work welded in built up section, trusses and framed work ,including cutting, hoisting fixingin position and applying a priming coat of red lead paint In beams joists channels,angles, tee, flats with connecting plates or angles cleats as in main and cross beames, hip and jack rafters, purlins connected to common rafters and the like | BI01010001010000000000000515BI0100001157 | 5.86 | P/Qtl |
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| 46 | 34 | Providing & fixing 0.60 mm thick prepainted steel sheet in roofing with hot dipped mwtallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 mocrons primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001158 | 59.82 | P/sqm |
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