| 1 | 1 | Earthwork in exacavation of foundation trenches in ordinary soil (vide classification of soil item -A)and disposal of excavated earth so obtained to a distance up to 50M and average lift of 1.5M includimg leveling, .Ramming, the foundation trenches removing the roots of shrubs etc .all complete job as per specification and direction of E/I (7.1.27) | BI01010001010000000000000515BI0100001114 | 2529.56 | Per CUM |
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| 2 | 2 | Extra for Earth work in hard soil (vide classification of soil item -B) all complete as per specification and direction of E/I (7.1.10) | BI01010001010000000000000515BI0100001115 | 2529.56 | Per CUM |
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| 3 | 3 | E/W in filling in flood embankment, canal banks ( canal discharge above 28 cumecs ) as well as special repair of embankment and canal banks in ordinary soil in proper profile ( vide classification of soil item - A )obtained from borrow area or any other sources free from logs,roots, or any other ingredients etc. with initial lead of 30M and initial lift of 1.5m including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I.(Mode of measurement sectional measurement shall be of compacted earth).(7.1.24) | BI01010001010000000000000515BI0100001116 | 4776.95 | Per CUM |
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| 4 | 4 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement sectional measurement of compacted earth).(7.1.39) | BI01010001010000000000000515BI0100001117 | 4779.5 | Per CUM |
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| 5 | 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.\nGrade (i) material (4.1B) i RCD | BI01010001010000000000000515BI0100001118 | 809.37 | Per CUM |
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| 6 | 6 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.\nGrade (ii) material (4.1B) ii RCD | BI01010001010000000000000515BI0100001119 | 783.45 | Per CUM |
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| 7 | 7 | providing and laying P.C.C. or R.C.C M-10 with nominal mix of ( 1:3:6 ) in foundation of various components of canal or embankment structures with approved quality of 40 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 including necessary tools and plants, vibrating, curing royally and all taxes etc excluding cost of form work as well reinforcement, its cutting, bending, binding, and placing complete job as per specification and direction of E/I (7.3.3 ) | BI01010001010000000000000515BI0100001120 | 403.62 | Per CUM |
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| 8 | 8 | providing rough dressed random rubble stone masonary in C.M. (1:4) in Foundation with approved quality of coarse sand of requisite F.M (2.5 TO 3.0) Washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royality etc. complete job as per specification and direction of E/I (7.4.10) | BI01010001010000000000000515BI0100001121 | 507.56 | Per CUM |
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| 9 | 9 | providing rough dressed random rubble stone masonary in C.M. (1:4) in s/s with approved quality of coarse sand of requisite F.M (2.5 TO 3.0) Washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royality etc. complete job as per specification and direction of E/I (7.4.13) | BI01010001010000000000000515BI0100001122 | 856.53 | Per CUM |
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| 10 | 10 | providing and laying R.C.C M-20 with nominal mix of (1:1.5:3) in deck slab with approved quality of 20mm 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 including necessary tools and plants, vibrating, curing ,royalty etc. excluding cost of centring and shuttering as well reinforcement its cutting ,bending,binding and complete job as per specification and direction of E/I (7.3.13) | BI01010001010000000000000515BI0100001123 | 279.21 | Per CUM |
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| 11 | 11 | providing and laying R.C.C M-20 with nominal mix of (1:1.5:3) in foundation with approved quality of 20mm 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 including necessary tools and plants, vibrating, curing ,royalty etc. excluding cost of frame work as well reinforcement its cutting ,bending,binding and complete job as per specification and direction of E/I (7.3.5) | BI01010001010000000000000515BI0100001124 | 89.17 | Per CUM |
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| 12 | 12 | providing and laying R.C.C M-200 with nominal mix of (1:1.5:3) in s/s of varios component of canal or embankment structure with approved quality of 20mm 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 including necessary tools and plants, vibrating, curing ,royalty etc. excluding cost of form work as well reinforcement its cutting ,bending,binding and placing complete job as per specification and direction of E/I ( 7.3.10) | BI01010001010000000000000515BI0100001125 | 210.44 | Per CUM |
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| 13 | 13 | providing and laying P.C.C M-200 with nominal mix of (1:1.5:3) in wearing coat over deck slab with approved quality of 20mm 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 including necessary tools and plants, vibrating, curing ,royalty etc. excluding cost of formwork as well reinforcement its cutting ,bending,binding and placing complete job as per specification and direction of E/I (7.3.15) | BI01010001010000000000000515BI0100001126 | 41.78 | Per CUM |
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| 14 | 14 | Providing shuttering including strutting and propping etc and removal after use in Foundation as per specification and direction of E/I (7.3.18) | BI01010001010000000000000515BI0100001127 | 573.94 | Per SQM |
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| 15 | 15 | Providing shuttering including strutting and propping etc and its removal after use in various component of canal structure , embankment structure as per specification and direction of E/I (7.3.19) | BI01010001010000000000000515BI0100001128 | 492.08 | Per SQM |
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| 16 | 16 | providing centring including strutting propping etc and its removal after use in deck slab as per specification and direction of E/I(7.3.20) | BI01010001010000000000000515BI0100001129 | 483.96 | Per SQM |
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| 17 | 17 | Providing 25 mm thick cement plaster ( 1:4 ) with approved quality sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened and its removal , royalty etc. complete job as per specification and direction of E/I (7.5.5) | BI01010001010000000000000515BI0100001130 | 491.39 | Per SQM |
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| 18 | 18 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M, complete job as per specification and direction of E/I.(7.1.32) | BI01010001010000000000000515BI0100001131 | 678.09 | Per CUM |
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| 19 | 19 | 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.(7.8.6) | BI01010001010000000000000515BI0100001132 | 239 | Each |
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| 20 | 20 | Supplying, fitting and fixing C. A. R. W. D. pipe with necessary strips spikles,bends shoes etc. including cost of carraige, all complete, as per building specification and direction of E/I.\n (i) 75mm dia (5.10.35.i(BUIL)) | BI01010001010000000000000515BI0100001133 | 28 | Per METRE |
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| 21 | 21 | Providing TMT Bar reinforcement ( tor steel ) as per approved design drawing removal of rust,cutting,bending, binding, including supplying annealed wire , placing T.S. roads in position all complete job as per specification & direction of E/I . (i) 8 mm dia TMT Fe 500 ( only valid SAIL & TATA Steel)7.3.22.A(i) | BI01010001010000000000000515BI0100001134 | 1.88 | Per MT |
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| 22 | 22 | Providing TMT Bar reinforcement ( tor steel ) as per approved design drawing removal of rust,cutting,bending, binding, including supplying annealed wire , placing T.S. roads in position all complete job as per specification & direction of E/I . (ii) 10 mm dia TMT Fe 500 ( only valid SAIL & TATA Steel)7.3.22.A(ii) | BI01010001010000000000000515BI0100001135 | 5.4 | Per MT |
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| 23 | 23 | Providing TMT Bar reinforcement ( tor steel ) as per approved design drawing removal of rust,cutting,bending, binding, including supplying annealed wire , placing T.S. roads in position all complete job as per specification & direction of E/I (iii) 12 mm to 25 mm dia TMT Fe 500 ( only valid SAIL & TATA Steel)7.3.22.A | BI01010001010000000000000515BI0100001136 | 31.32 | Per MT |
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| 24 | 24.01 | Carriage of materials with loading,unloading and stacking at site. \ncement - 15 km (pucca) from Meharama | BI01010001010000000000000515BI0100001137 | 559.38 | Per MT |
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| 25 | 24.02 | Steel - 15 km (pucca) from Meharama | BI01010001010000000000000515BI0100001138 | 38.6 | Per MT |
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| 26 | 24.03 | Sand - 30 Km (Pucca) from Geruwa River | BI01010001010000000000000515BI0100001139 | 1016.54 | Per CUM |
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| 27 | 24.04 | Stones Chips - 35 Km (Pucca) from Mirza Chouki | BI01010001010000000000000515BI0100001140 | 891.44 | Per CUM |
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| 28 | 24.05 | Stones Metal - 35 Km (Pucca) from Mirza Chouki | BI01010001010000000000000515BI0100001141 | 1085.28 | Per CUM |
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| 29 | 24.06 | Stone boulder - 35 Km (Pucca) from Mirza Chouki | BI01010001010000000000000515BI0100001142 | 1364.09 | Per CUM |
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| 30 | 24.07 | Moorum - 10 Km (Pucca) from Local Places | BI01010001010000000000000515BI0100001143 | 556.19 | Per CUM |
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| 31 | 25 | 12% GST | BI01010001010000000000000515BI0100001144 | 1 | Nos |
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| 32 | 26 | 1% Labour Cess | BI01010001010000000000000515BI0100001145 | 1 | Nos |
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