| 1 | 1 | Earth work in excavation of foundation trenches or drain in all s orts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. \n(a) Depth of excavation not exceeding 1.500 mm. \nFoundation 50 x 0.75 x 0.75 x 90 = 25.31 Cu.m\n | BI01010001010000000000000515BI0100001113 | 25.31 | Cu.m |
| 2 | 2 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity or work.\n(a) With earth obtained from excavation of foundation \n1/5 of 21.6 --- 0.2x 25.31 x1.00 x 1.00= 5.06 Cu.m\n | BI01010001010000000000000515BI0100001114 | 5.06 | Cu.m |
| 3 | 3 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.\nFoundation 50x 0.75 x 0.75 = 28.13 Sq.m\nTie beam 42 x 2.00x 0.30 = 25.20 Sq.m\n 28.13 Sq.m | BI01010001010000000000000515BI0100001115 | 28.13 | Sq.m |
| 4 | 4 | Cost of stone b boulder 150 mm size delivered and stacked at site. \nFoundation 50 x 0.75 x 0.75 x 0.15= 4.22 cu.m \nTie beam 42 x 2.00 x 0.30 x 0.15 = 3.78 cu.m \n 81.460 Cu.m | BI01010001010000000000000515BI0100001116 | 28.13 | Cu.m |
| 5 | 5 | (i) Cement concrete with graded stone ballast (40 mm size) excluding shuttering. In ground floor. \n(a) with N.B. variety stone metal \n(b) 1:3:6 proportion. \nFoundation 50 x 0.75 x 0.75 x 0.08 = 2.11 Cu.m \n | BI01010001010000000000000515BI0100001117 | 2.11 | Cu.m |
| 6 | 6 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes. \nwith pakur variety stone metal \n foundation 50 x 0.75 x 0.75 x 0.25 = 7.03\ncolumns 50 x 0.20 x 0.20 x 2.90 = 5.80 \ntie beam 42 x 0.20 x 0.25 x 2.00 = 4.20 \nlintel 42 x 0.15 x 0.15 x 2.00 = 1.89\n 18.92 Cu.m | BI01010001010000000000000515BI0100001118 | 18.92 | Cu.m |
| 7 | 7 | reinforcement for reinforce concrete work in all sports of structures including distribution bars, stirrups, binders etc. initial straightening and removal of looses rust ( if necessary), cutting to requisite length , hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter section , complete as per drawing and direction. \n(a) For works in foundation, basement and up to roof of ground floor/up to 4m. tor steel/mild steel.\nSAIL/TATA\nQty. vide sl. No. 6 @ 1% 1 x 18.92 x 0.01 x 7.82 = 1.49 MT. \n | BI01010001010000000000000515BI0100001119 | 1.49 | Mt |
| 8 | 8 | Hire and labour charge for shuttering with centering and necessary staging up to 4 m. using approved stout props and thick hard work planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (up to roof of ground floor). \n(a) 25 mm. to 30 mm thick wooden shuttering as per decision ^ direction of the engineer – in- charge. \nColumns 50 x 0.90 x 2.90 = 130.50 Sq.m\nTie beam 42x 2.00 x 0.50 = 42.00 Sq.m\nLintel 42 x 2.00 x 0.30 = 25.20 Sq.m\n 98.85 Sq.m | BI01010001010000000000000515BI0100001120 | 50 | Sq.m |
| 9 | 9 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor\n\nWalls 42 x 2.00 x 2.40 = 201.60 Sq.m\n | BI01010001010000000000000515BI0100001121 | 201.6 | Sq.m |
| 10 | 10 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed as raking out joints including throating, nosing and drip courses, scaffolding/ staging where necessary (ground floor). [Excluding cost of chipping over concrete surface].\n(ii) With 1:4 cement mortar.\n(a) 10mm. thick plaster\nWalls 2 x 201.60 x 1.00 = 403.20 Sq.m\n 300.45 Sq.m\n | BI01010001010000000000000515BI0100001122 | 300.45 | Sq.m |
| 11 | 11 | Supply fitting and fixing 60m (+ 30mm) diameter R.B.T. (Reinforcement Barbed Tape) concertina fencing on wall top using concertina coils stretched to approx 6meters length at site clipped with two nos. of horizontal R.B.T. strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners ( such as “C” clips, R.B.T. clips etc. \nFencing 1 x 84 = 84.00 m \n | BI01010001010000000000000515BI0100001123 | 84 | mt |
| 12 | 12 | GST 12 % | BI01010001010000000000000515BI0100001125 | 1 | Percentage |
| 13 | 13 | Labour Cess 1 % | BI01010001010000000000000515BI0100001127 | 1 | Percentage |
