| 1 | 1 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I = 1 X 46.7 X 5.04 X 2.25 = 529.58 Cu.M for Hard Soil @ 880% =423.664 Cu.M | BI01010001010000000000000515BI0100001112 | 423.66 | Cu.M |
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| 2 | 2 | Extra for Ordinary Rock @ 20% = 105.92 Cu.M | BI01010001010000000000000515BI0100001113 | 84.73 | Cu.M |
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| 3 | 3 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge (Mode of measurement compacted volume) | BI01010001010000000000000515BI0100001114 | 35.31 | Cu.M |
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| 4 | 4 | Supplying and laying (properly as per design and drawing) riprap with good quality of Boulder duly packed including the cost of materials, royalty, all taxes etc. , but excluding the cost of carriage all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001115 | 35.31 | Cu.M |
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| 5 | 5 | Providing and laying P.C.C. M-15 in nominal mix of (1:2:4) in various component of barrage foundation -do- with 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F. M.( 2.5 to 3.0 ) washed and Screened in Levelling Course | BI01010001010000000000000515BI0100001116 | 35.31 | Cum. |
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| 6 | 6 | Providing and laying P.C.C. M-15 in nominal mix of (1:2:4) in various component of barrage foundation -do- with 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F. M.( 2.5 to 3.0 ) washed and Screened in Sub structure | BI01010001010000000000000515BI0100001117 | 159.36 | cum |
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| 7 | 7 | Providing and laying P.C.C. M-15 in nominal mix of (1:2:4) in various component of barrage foundation -do- with 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F. M.( 2.5 to 3.0 ) washed and Screened in Super structure | BI01010001010000000000000515BI0100001118 | 84.06 | Cum. |
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| 8 | 8 | Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. in copping | BI01010001010000000000000515BI0100001119 | 1.87 | sum |
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| 9 | 9 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 90 | No. |
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| 10 | 10 | Earth work in filling foundation trenches or back filling of masonry structure with suitable earth in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete job as per specification and direction of E/I | BI01010001010000000000000515BI0100001121 | 423.66 | Cum |
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| 11 | 11 | Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. TOR 10 MM & 12 MM DIA. @ | BI01010001010000000000000515BI0100001122 | 6.783 | M.T |
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| 12 | 12 | Carriage of materials\n\n'Sand Leads 2 Km. | BI01010001010000000000000515BI0100001123 | 126.23 | Cum |
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| 13 | 12.01 | Aggregate Leads 20 Km. | BI01010001010000000000000515BI0100001124 | 252.47 | Cum |
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| 14 | 12.02 | Boulder Leads 10 Km. | BI01010001010000000000000515BI0100001125 | 35.31 | Cum |
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| 15 | 12.03 | Steel Leads 25 Km | BI01010001010000000000000515BI0100001126 | 6.783 | M.T |
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| 16 | 12.04 | Cement Leads 25 Km. | BI01010001010000000000000515BI0100001127 | 91 | M.T |
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| 17 | 13 | Add for GST @ 12% | BI01010001010000000000000515BI0100001128 | 2.19877e+06 | Rs. |
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| 18 | 14 | Add for labour cess @ 1% | BI01010001010000000000000515BI0100001129 | 2.46263e+06 | Rs. |
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