| 1 | 1 | Laying and Jointing PVC Pipe. Heading | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 2 | Bridge Work\nE/W in excavation in foundation tranchs in all kinds of soil & disposel of excavated earth so obtained to a distance up to 50'00-----do--------do--------do-------as per specification & direction of E/I.\n(A) 40% Hard Soil | BI01010001010000000000000515BI0100001113 | 125.17 | Ha |
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| 3 | 3 | (B) 60% Soft Rock | BI01010001010000000000000515BI0100001114 | 187.76 | M³ |
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| 4 | 4 | Providing Coarse clean sand in filling in foundation tranches------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001115 | 18.44 | M³ |
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| 5 | 5 | Providing Stone boulder solling in foundation tranches------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001116 | 55.27 | M³ |
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| 6 | 6 | Providing & Laying PCC M-100 with nominal mix (1:3:6) in foundation------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001117 | 11.07 | M³ |
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| 7 | 7 | Providing PCC M-150 with nominal mix (1:2:4) in various Component of bridge------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001118 | 43.68 | M³ |
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| 8 | 8 | Providing R.D.R.R. Stone masonary in CM (1:4) in foundation & Plinth------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001119 | 110.68 | M3 |
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| 9 | 9 | Providing R.D.R.R. Stone masonary in CM (1:4) in Super Structure------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001120 | 81.53 | M3 |
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| 10 | 10 | Providing RCC M-20 with nominal mix (1:1.5:3) in various Component of bridge------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001121 | 18.26 | M3 |
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| 11 | 11 | Providing RCC M-20 with nominal mix (1:1.5:3) in deck slab------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001122 | 30.16 | M3 |
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| 12 | 12 | Providing & Laying PCC M-20 with nominal mix (1:1.5:3) in wearing coat------do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001123 | 5.03 | M3 |
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| 13 | 13 | Providing & Laying PCC M-20 with nominal mix (1:1.5:3) cutoff wall-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001124 | 17.95 | M3 |
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| 14 | 14 | Providng Weep Hole in abutment & return Wall-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001125 | 42 | M3 |
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| 15 | 15 | Providing Centering including Strutting propping etc. and removal used-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001126 | 55.76 | M3 |
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| 16 | 16 | Providing Shuttring including strutting propping and removal used-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001127 | 174.72 | M3 |
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| 17 | 17 | Providing MS reinforcement for steel including cutting, bending-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001128 | 3.83 | M3 |
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| 18 | 18 | Providing 25MM thick C.P(1:4) with clean coarse sand-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001129 | 133.02 | M³ |
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| 19 | 19 | Providing 12MM thick C.P (1:4) with clean coarse sand-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001130 | 27.26 | M³ |
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| 20 | 20 | Providing 15MM thick neat cement punning-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001131 | 11.52 | M³ |
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| 21 | 21 | Earth filling in foundation tranches-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001132 | 104.31 | M³ |
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| 22 | 22 | Earth filling in road embankment of approch Road-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001133 | 509.77 | M³ |
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| 23 | 23 | Providing grannular sub-base with good quality of Moorum in approch road embankment-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001134 | 28.32 | M3 |
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| 24 | 24 | Dewatering with H.P diesel Pumpset during excavation of foundation & construction of structure work-----do-------do-------do--------as per specification & direction of E/I. | BI01010001010000000000000515BI0100001135 | 80 | M3 |
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| 25 | 25 | Guard Wall\nE/W in excavation in foundation in hard soil-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001136 | 70.8 | M3 |
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| 26 | 26 | Providing coarse clean sand in filling in foundation tranches-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001137 | 3.54 | M3 |
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| 27 | 27 | Providing stone boulder soiling in foundation tranches-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001138 | 10.62 | M3 |
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| 28 | 28 | Providing PCC M-15 with nominal mix (1:2:4) in foundation & plinth-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001139 | 12.03 | M3 |
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| 29 | 29 | Providing R.D.R.R. stone Masonary in C.M (1:4) in foundation & Plinth-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001140 | 32.21 | M3 |
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| 30 | 30 | Providing R.D.R.R. stone Masonary in C.M (1:4) in Super Structure-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001141 | 33.63 | M3 |
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| 31 | 31 | Providing Weep Hole in G/W-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001142 | 10 | M3 |
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| 32 | 32 | Providing 25MM thick C.P (1:4) with clean coarse sand-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001143 | 48.79 | M3 |
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| 33 | 33 | Providing 12 MM thick C.P (1:4) with clean coarse sand-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001144 | 23.23 | M³ |
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| 34 | 34 | Providing 1.5 MM thick neat cement punning-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001145 | 23.23 | M³ |
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| 35 | 35 | Earth filling in foundation tranches & plinth-------do--------do--------do---------as per specification & direction fo E/I. | BI01010001010000000000000515BI0100001146 | 23.6 | M³ |
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| 36 | 36 | Carriage of Materials\nCement (Lead 20 Km) | BI01010001010000000000000515BI0100001147 | 91.3 | M³ |
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| 37 | 37 | Sand (Lead 15 Km) | BI01010001010000000000000515BI0100001148 | 192.13 | M³ |
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| 38 | 38 | Stone Chips (Lead 20 Km) | BI01010001010000000000000515BI0100001149 | 118.76 | M3 |
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| 39 | 39 | Boulder (Lead 27 km) | BI01010001010000000000000515BI0100001150 | 323.94 | M3 |
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| 40 | 40 | Stone Metal (Lead 22 Km) | BI01010001010000000000000515BI0100001151 | 28.48 | M3 |
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| 41 | 41 | Steel (Lead 20 Km) | BI01010001010000000000000515BI0100001152 | 3.83 | M3 |
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| 42 | 42 | S/Dust (Lead 20 KM) | BI01010001010000000000000515BI0100001153 | 10.76 | M3 |
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| 43 | 117 | Add. 12% GST | BI01010001010000000000000515BI0100001228 | 2.3497e+06 | Each |
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| 44 | 118 | Add. 1% Labour Cess | BI01010001010000000000000515BI0100001229 | 2.63167e+06 | Each |
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