| 1 | 1 | Earth Work in excavation and filling in canal by hydraulic excavator as per designrd section in ordinary soil (vide classification of soil item-A)and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers with initial lead of 10m and all lifts all complete as per specification & direction of E/I.(7.1.43.3) | BI01010001010000000000000515BI0100001114 | 935432 | PER CUM |
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| 2 | 2 | Earth Work in flood embankment , canal banks as as special repair of embankment in canal bank in grade A&B types of soil( vide Soil A and B) in proper profile excavation by Hydraulic M/C and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lifts including breaking clods to maximum 60mm size , placing earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. (As per TEC Lettre no. 587 dated 22.09.06)Lead beyond 150 m but upto 500m. (7.1.26.1) | BI01010001010000000000000515BI0100001115 | 82732.6 | PER CUM |
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| 3 | 3 | 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 sprinking 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) | BI01010001010000000000000515BI0100001116 | 130266 | PER CUM |
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| 4 | 4 | Earth work in excavation in ordinary or soft rock (where blasting is not needed (Vide classification of soil item-C) with initial lead of 30M. and lift of 1.5M. including dressing making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (7.1.13.2) | BI01010001010000000000000515BI0100001117 | 49233.3 | PER CUM |
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| 5 | 5 | Earthwork by scooping in ordinary soil in distributry/water courses using hydroulic excavator (CK90) OF bucket capacity (0.9 cum) includind cutting, trimming bottom and side slopes of field earth in accordance with requirement of lines, grades and cross-section all job complete as per specification and direction of E/I. (As per letter no. 950, dt. 9/11/15 of C.E Monitering Ranchi.) | BI01010001010000000000000515BI0100001118 | 26150 | PER CUM |
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| 6 | 6 | Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embakement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (Specification is revised by central schedule rate committee in the meeting held on 11.01.84 in the office of engineer in chief, technical examination cell, Patna.) (7.1.2) | BI01010001010000000000000515BI0100001119 | 294015 | PER SQM |
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| 7 | 7 | Earth work in lip cutting in side slopes and bed of canal in odinary soils with initial lead of 30M and lift of 1.50M including the cost of formation of subgrade of canal lining , profiling ,leveling, controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any , all complete as per approved design , specification and direction of E/I. (7.1.21) | BI01010001010000000000000515BI0100001120 | 95938.2 | PER CUM |
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| 8 | 8 | Providing Compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand , including cost of water , ramming , levelling and dressing etc., all compete as per specification and direction of E/I.7.2.1 (B) | BI01010001010000000000000515BI0100001121 | 371866 | PER SQM |
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| 9 | 9 | Providing filter of stone chips 20mm and down well graded as per design for lined canal, drains including hand packing etc. as per specification and direction of E/I.(7.2.2) | BI01010001010000000000000515BI0100001122 | 797.09 | PER CUM |
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| 10 | 10 | Providing Hassan Cloth(0.3 kg per SQM Cot.)(Page 35 item 67) | BI01010001010000000000000515BI0100001123 | 347022 | PER SQM |
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| 11 | 11 | Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc., all compete as per specification and direction of E/I.( where depth of canal cutting is more than 6m (20ft))( 7.2.7 ) | BI01010001010000000000000515BI0100001124 | 4669.97 | PER CUM |
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| 12 | 12 | Providing and placing sand filter free from clay and other organic materials ( FM 2.50 to 3.00) in slopes and bed of the canal below lining including the cost of watering compaction royality as per specification and direction of E/I.( where depth of cutting is more than 6m (20ft))(7.2.8 ) | BI01010001010000000000000515BI0100001125 | 10711.2 | PER CUM |
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| 13 | 13 | Providing P.C.C M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips ( 20mm and down) and coarse granular sand of requisite FM ( 2.5 to 3.0 ) in lug slab cross and longitudinal sleepers of lining of canals including cost of form work and its removal curing , royalty all complete job as per specification and direction of E/I. (7.3.1.1) | BI01010001010000000000000515BI0100001126 | 6667.1 | PER CUM |
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| 14 | 14 | Providing 100mm thick P.C.C M-150 with nominal mix of (1:2:4) with well graded stone chips ( 20mm and down) and coarse sand of approved quality of required FM ( 2.5 to 3.0 ) in side and bottom curved portion of the canal in panel with construction jont including cost of form work and its removal curing , royalty etc., complete job as per specification and direction of E/I. ( 7.2.19.1 ) | BI01010001010000000000000515BI0100001127 | 35816.3 | PER CUM |
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| 15 | 15 | Providing safety valve in lined section of canal with TMT bar embeded in cement concrete (1:3:6) in accordance with IS 3872-1966 all complete as per specification and direction of E/I.(7.2.16) | BI01010001010000000000000515BI0100001128 | 4332 | EACH |
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| 16 | 16 | Providing Weep Holes with dry graded stones filter of 20 mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) | BI01010001010000000000000515BI0100001129 | 7768 | EACH |
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| 17 | 17 | Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. for canal Side Slopes.(7.2.10.1) | BI01010001010000000000000515BI0100001130 | 75414 | PER M |
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| 18 | 18 | Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. for Canal Bed.(7.2.10.2) | BI01010001010000000000000515BI0100001131 | 88351.7 | PER M |
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| 19 | 19 | Dismantling of pucca brick or lime work including stacking serviceable material in countable stacks with in 15 M lead and disposal of unserviceable material with all lead all complete as per direction of E/I.(5.10.1) | BI01010001010000000000000515BI0100001132 | 5098.23 | PER CUM |
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| 20 | 20 | Dismantling plain cement or lime concrete work including stacking serviceable material in countable stacks with in 15 M lead and disposal of unserviceable material with all lead all complete as per direction of E/I.(5.10.2) | BI01010001010000000000000515BI0100001133 | 1386.51 | PER CUM |
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| 21 | 21 | Dismantling old plaster and pointing in cement or lime and rakingout joints to 15 mm depth watering and disposal of unserviceable material with all lead all complete as per direction of E/I.(5.10.7) | BI01010001010000000000000515BI0100001134 | 6900.6 | PER SQM |
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| 22 | 22 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I.(7.1.27) | BI01010001010000000000000515BI0100001135 | 48707.6 | PER CUM |
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| 23 | 23 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.(7.1.37) | BI01010001010000000000000515BI0100001136 | 330.71 | PER CUM |
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| 24 | 24 | Providing disgnation 75B one Brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.3) | BI01010001010000000000000515BI0100001137 | 48.61 | PER SQM |
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| 25 | 25 | Providing and laying P.C.C or R.C.C M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structures with approved quality of 20mm graded coarse aggregate of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants , vibrrating , curing royalty etc. excluding cost of form work as wel as reinforcement, its cutting bending ,binding and placing complete job as per specification direction of E/I. (7.3.3) | BI01010001010000000000000515BI0100001138 | 2885.17 | PER CUM |
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| 26 | 26 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structures with approved quality of 20mm graded coarse aggregate of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants , vibrrating , curing royalty etc. excluding cost of form work as wel as reinforcement, its cutting bending ,binding and placing complete job as per specification direction of E/I. (7.3.4) | BI01010001010000000000000515BI0100001139 | 1357.82 | PER CUM |
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| 27 | 27 | Providing rough dressed random rubble stone masonry in cement mortar (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 royalty and all etc. complete job as per specification and direction of E/I.(7.4.10) | BI01010001010000000000000515BI0100001140 | 7974.66 | PER CUM |
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| 28 | 28 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in Super Structure 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 royalty etc. complete job as per specification and direction of E/I.(7.4.13) | BI01010001010000000000000515BI0100001141 | 5404.93 | PER CUM |
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| 29 | 29 | Providing 25mm 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) | BI01010001010000000000000515BI0100001142 | 17285.6 | PER SQM |
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| 30 | 30 | Labour for laying, fitting and fixing NP2 hume pipe with collars inline, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. (5) 900mmF (7.6.1.7) | BI01010001010000000000000515BI0100001143 | 90 | PER M |
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| 31 | 31 | Supply of Hume pipe NP2 RCC with collar as per I.S.S. 458-1971, (v)900mmF(M-215,page-28) | BI01010001010000000000000515BI0100001144 | 90 | PER M |
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| 32 | 32 | Providing TMT bar reinforcement (tor steel) as per approved design. drawing, removal of rust, cutting, bending,binding, including supplying annealed wire, placing TMT bar in position all complete job as per specification and direction of E/I (i) 8 mm dia TMT Fe 500 (ii) 10 mm dia TMT Fe 500 (7.3.22a) | BI01010001010000000000000515BI0100001145 | 94.94 | PER MT |
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| 33 | 33 | Providing TMT bar reinforcement (tor steel) as per approved design. drawing, removal of rust, cutting, bending,binding, including supplying annealed wire, placing TMT bar in position all complete job as per specification and direction of E/I (iii)12 mm dia.TMT Fe 500 (iv) 16 mm dia.TMT Fe 500 (v) 20 mm dia TMT Fe 500 (7.3.22a) | BI01010001010000000000000515BI0100001146 | 104.37 | PER MT |
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| 34 | 34 | Providing shuttering including strutting and propping etc and its removal after use in Foundation as per specification and direction of E/I. (7.3.18) | BI01010001010000000000000515BI0100001147 | 2226.09 | PER SQM |
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| 35 | 35 | Providing shuttering including strutting and propping etc and its removal after use in various components canal Structure as per specification and direction of E/I.(7.3.19) | BI01010001010000000000000515BI0100001148 | 967.74 | PER SQM |
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| 36 | 36 | Providing sentring including strutting and propping etc and removal after use in Deck Slab as per specification and direction of E/I.(7.3.20) | BI01010001010000000000000515BI0100001149 | 1908.16 | PER SQM |
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| 37 | 37 | Providing and laying R.C.C. M-200 with nominal mix of [1:1.5:3] in deckslab 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 centering and shuttering as well as reinforcement its cutting, bending,binding and placing complete job as per specification and direction of E/I.(7.3.13) | BI01010001010000000000000515BI0100001150 | 2198.81 | PER CUM |
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| 38 | 38 | Providing 1.5mm thick cement punning including curing, etc. complete job as per specification and direction of E/I.(5.5.10) | BI01010001010000000000000515BI0100001151 | 388.8 | PER SQM |
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| 39 | 39 | 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 suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (7.1.31) | BI01010001010000000000000515BI0100001152 | 21630.2 | PER CUM |
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| 40 | 40 | Painting Of two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface.(8.8RCD) | BI01010001010000000000000515BI0100001153 | 355.68 | PER SQM |
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| 41 | 41 | Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts). As per specification and direction of E/I. (7.7.18) | BI01010001010000000000000515BI0100001154 | 1969.66 | PER CUM |
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| 42 | 42.01 | Carriage of Material -Cement | BI01010001010000000000000515BI0100001155 | 18158 | PER MT |
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| 43 | 42.02 | Sand - | BI01010001010000000000000515BI0100001156 | 94456.9 | PER CUM |
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| 44 | 42.03 | Metal - | BI01010001010000000000000515BI0100001157 | 8259.81 | PER CUM |
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| 45 | 42.04 | Stone Chips - | BI01010001010000000000000515BI0100001158 | 42145.1 | PER CUM |
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| 46 | 42.05 | Boulder - | BI01010001010000000000000515BI0100001159 | 13379.6 | PER CUM |
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| 47 | 42.06 | Bricks - | BI01010001010000000000000515BI0100001160 | 1.58 | PER 1000Nos |
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| 48 | 42.07 | Reinforcement - | BI01010001010000000000000515BI0100001161 | 199.31 | PER MT |
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| 49 | 42.08 | Bitumen | BI01010001010000000000000515BI0100001162 | 246.03 | PER MT |
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| 50 | 42.09 | Hume Pipe (900 mm ) | BI01010001010000000000000515BI0100001163 | 0.9 | PER100 M |
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| 51 | 43 | GST @ 12% (system generated, hence no separate rate is to be quoted for this item) | BI01010001010000000000000515BI0100001164 | 1 | Nos |
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| 52 | 44 | Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item) | BI01010001010000000000000515BI0100001165 | 1 | Nos |
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