| 1 | 1 | 3.4.Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.\n(i) Private Land.\nIn widening portion | BI01010001010000000000000515BI0100001113 | 48743.8 | Cum |
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| 2 | 2 | 3.14.Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1\n (i) Private Land | BI01010001010000000000000515BI0100001114 | 3452.8 | Cum |
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| 3 | 3 | (A) By Mix in Place Method\nConstruction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. \n(I) For Grading I Material \n(1) Kinnorkhal Subodhnagar Road from Haritikar- Sadirkhal PWD Road to Bhairabbari at Chandinagar-III(Ch.0.00m to Ch.2200.00m). and (2) Road from Kinnorkhal Bus Stand to Bhairabbari (Ch.600.00m to Ch1000.00m)} | BI01010001010000000000000515BI0100001115 | 1218.75 | Cum |
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| 4 | 4 | (A) By Mix in Place Method\nConstruction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. \n(I) For Grading I Material\nNH-06 to S.K.Road via Kalain Devolopment Block HQ and Manipur Pt-I (Length=2.60Km) | BI01010001010000000000000515BI0100001116 | 1217.71 | Cum |
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| 5 | 5 | 3) WBM Grading 3\nUsing stone screnning Type -B 11.2mm for G.III\nProviding laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means. (1) Kinnorkhal Subodhnagar Road from Haritikar- Sadirkhal PWD Road to Bhairabbari at Chandinagar-III(Ch.0.00m to Ch.2200.00m). and (2) Road from Kinnorkhal Bus Stand to Bhairabbari (Ch.600.00m to Ch1000.00m)} | BI01010001010000000000000515BI0100001117 | 731.25 | Cum |
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| 6 | 6 | 3) WBM Grading 3\nUsing stone screnning Type -B 11.2mm for G.III\nProviding laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means.\nNH-06 to S.K.Road via Kalain Devolopment Block HQ and Manipur Pt-I (Length=2.60Km) | BI01010001010000000000000515BI0100001118 | 731.25 | Cum |
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| 7 | 7 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) | BI01010001010000000000000515BI0100001119 | 19500 | Sqm |
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| 8 | 8 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001120 | 1950 | sqm |
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| 9 | 9 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001121 | 7 | each |
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| 10 | 10 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703200 m stone (precast) | BI01010001010000000000000515BI0100001122 | 23 | each |
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| 11 | 11 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.\n(i)900mm equilateral triangle | BI01010001010000000000000515BI0100001123 | 1 | each |
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| 12 | 12 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.\n(ii)600mm equilateral triangle | BI01010001010000000000000515BI0100001124 | 4 | each |
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| 13 | 13 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.\n(iii)600mm circular | BI01010001010000000000000515BI0100001125 | 4 | each |
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| 14 | 14 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.\n(iv)800mm x 600mm rectangular | BI01010001010000000000000515BI0100001126 | 2 | each |
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| 15 | 15 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001127 | 289 | each |
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| 16 | 16 | Construction of 1000mm dia H.P Culvert.=12 Nos\nExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | BI01010001010000000000000515BI0100001128 | 210.36 | Cum |
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| 17 | 17 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203\nB. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001129 | 21.17 | Cum |
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| 18 | 18 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\nWith Natural Gravel\nP.C.C. grade M 20 \n(ii)Nominal mix 1:2:4 (Hand mixed) | BI01010001010000000000000515BI0100001130 | 192.47 | Cum |
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| 19 | 19 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000mm dia | BI01010001010000000000000515BI0100001131 | 90 | R.m |
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| 20 | 20 | Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification. | BI01010001010000000000000515BI0100001132 | 324.19 | Sqm |
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| 21 | 21 | Construction of 600mm dia NP3 H.P Culvert.=6 Nos\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001133 | 66.9 | Cum |
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| 22 | 22 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203\nB. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001134 | 6.91 | Cum |
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| 23 | 23 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\nB.With Natural Gravel\nII.PCC Grade M 20 | BI01010001010000000000000515BI0100001135 | 61.5 | Cum |
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| 24 | 24 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm dia | BI01010001010000000000000515BI0100001136 | 45 | R.m |
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| 25 | 25 | Construction of 2.0m x2.0m RCC Box Cell Culvert (1 No Single Barrell)\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side | BI01010001010000000000000515BI0100001137 | 23.4 | Cum |
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| 26 | 26 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nNominal mix 1:3:6 [Hand Mixing] | BI01010001010000000000000515BI0100001138 | 2.48 | Cum |
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| 27 | 27 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203\nRCC Grade M 20\n | BI01010001010000000000000515BI0100001139 | 14.23 | Cum |
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| 28 | 28 | Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204\nRCC Grade M 20\n | BI01010001010000000000000515BI0100001140 | 9.92 | Cum |
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| 29 | 29 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing | BI01010001010000000000000515BI0100001141 | 16 | each |
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| 30 | 30 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 \nFor design mix RCC M 20 | BI01010001010000000000000515BI0100001142 | 5.07 | Cum |
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| 31 | 31 | Providing and laying parapeet with PCC M15 as per drawing and technical specifications Clauses 800, and 1208.4 | BI01010001010000000000000515BI0100001143 | 0.56 | Cum |
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| 32 | 32 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001144 | 1 | tonne |
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| 33 | 33 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001145 | 3.83 | tonne |
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| 34 | 34 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001146 | 0.02 | tonne |
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| 35 | 35 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling\n | BI01010001010000000000000515BI0100001147 | 28.13 | Cum |
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| 36 | 36 | Construction of 3.0m x3.0m RCC Box Cell Culvert (2 No Single Barrell)\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side | BI01010001010000000000000515BI0100001148 | 60.12 | Cum |
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| 37 | 37 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nNominal mix 1:3:6 [Hand Mixing] | BI01010001010000000000000515BI0100001149 | 6.58 | Cum |
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| 38 | 38 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203\nRCC Grade M 20\n | BI01010001010000000000000515BI0100001150 | 40.42 | Cum |
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| 39 | 39 | Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204\nRCC Grade M 20 | BI01010001010000000000000515BI0100001151 | 38.38 | Cum |
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| 40 | 40 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing | BI01010001010000000000000515BI0100001152 | 32 | each |
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| 41 | 41 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 \nFor design mix RCC M 20 | BI01010001010000000000000515BI0100001153 | 17.87 | Cum |
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| 42 | 42 | Providing and laying parapeet with PCC M15 as per drawing and technical specifications Clauses 800, and 1208.4 | BI01010001010000000000000515BI0100001154 | 1.71 | Cum |
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| 43 | 43 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001155 | 2.5 | tonne |
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| 44 | 44 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001156 | 11.54 | tonne |
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| 45 | 45 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001157 | 0.04 | tonne |
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| 46 | 46 | Construction of Gabion wall\nExcavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.\nOrdinary soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001158 | 757.58 | Cum |
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| 47 | 47 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001159 | 126.26 | Cum |
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| 48 | 48 | Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. | BI01010001010000000000000515BI0100001160 | 1003.28 | Cum |
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| 49 | 49 | Construction of Lined Dran =75.00m\n'Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001161 | 65.63 | Cum |
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| 50 | 50 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203\nB. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001162 | 3.94 | Cum |
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| 51 | 51 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\nB.With Natural Gravel\nIII.RCC Grade M 20 | BI01010001010000000000000515BI0100001163 | 27.75 | Cum |
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| 52 | 52 | Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001164 | 0.41 | MT |
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