| 1 | 1 | RCC Ring Well - 14 nos | BI01010001010000000000000515BI0100001169 | | |
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| 2 | 1.1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, in/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\n- All kinds of soil | BI01010001010000000000000515BI0100001170 | 64 | cum |
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| 3 | 1.2 | Extra for additional lift of 1.5m or part thereof\n'-All kinds of soil | BI01010001010000000000000515BI0100001171 | 224 | cum |
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| 4 | 1.3 | Providing, hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, finishing smooth with 6mm thick cement plaster 1:3 (1cement : 3 fine sand) on exposed surfaces complete, but excluding cost of reinforcement with cement concrete 1:2:4 (1cement : 2 fine sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001172 | 14 | cum |
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| 5 | 1.4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering\n'-All work upto plinth level:\n1:5:10 ( 1 Cement: 5 fine sand : 10 graded well burnt brick aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001173 | 0.053 | cum |
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| 6 | 1.5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-\n'-All work upto plinth level:\ni) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001174 | 11.832 | cum |
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| 7 | 1.6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.\n1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001175 | 0.432 | cum |
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| 8 | 1.7 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\nThermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001176 | 760 | Kg |
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| 9 | 1.8 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-\ni) In cement mortar 1:4 ( 1 cement : 4 fine sand ).\n | BI01010001010000000000000515BI0100001177 | 12 | Sqm |
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| 10 | 1.9 | 12 mm cement plaster of mix\ni) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )\n | BI01010001010000000000000515BI0100001178 | 120 | Sqm |
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| 11 | 2 | Neat cement punning.. | BI01010001010000000000000515BI0100001179 | 120 | Sqm |
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| 12 | 2.1 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001180 | | |
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| 13 | 2.11 | i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank\n | BI01010001010000000000000515BI0100001181 | 8.64 | Sqm |
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| 14 | 2.12 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | BI01010001010000000000000515BI0100001182 | 32.83 | Sqm |
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| 15 | 2.2 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001183 | 6 | Sqm |
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