| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | BI01010001010000000000000515BI0100001113 | 2.5 | Hectare |
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| 2 | 2 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction of embankment with approved material 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 ..(i) Private land | BI01010001010000000000000515BI0100001114 | 13630.6 | CUM |
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| 3 | 3 | Construction of Subgrade and Earthen Shoulders\nConstruction 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 lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land | BI01010001010000000000000515BI0100001115 | 3730 | CUM |
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| 4 | 4 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading Material (Gr - II ) | BI01010001010000000000000515BI0100001116 | 2390.63 | CUM |
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| 5 | 5 | Providing, laying, spreading and compacting stone aggregates 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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405......By Manual Means | BI01010001010000000000000515BI0100001117 | 1434.38 | CUM |
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| 6 | 6 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (A). Including Edge block/ Edge restraints | BI01010001010000000000000515BI0100001118 | 19125 | SQM |
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| 7 | 7 | 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 1703 (ii)Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001119 | 7 | Nos |
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| 8 | 8 | Trafic signs: (A) Retro reflactorised Trafic Signs \n(1) Providing and erecting direction and place identification retro-reflactrised sign as per IRC:67made of encapulated lens type reflactive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm suported on a miled steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification clause 1701.\ni) 60 cm equilqterql triqngle | BI01010001010000000000000515BI0100001120 | 16 | Nos |
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| 9 | 9 | Trafic signs: (A) Retro reflactorised Trafic Signs \n(1) Providing and erecting direction and place identification retro-reflactrised sign as per IRC:67made of encapulated lens type reflactive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm suported on a miled steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification clause 1701.\n80 x 60 cm Rectanguler | BI01010001010000000000000515BI0100001121 | 1 | Nos |
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| 10 | 10 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the\nspecification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | BI01010001010000000000000515BI0100001122 | 2030 | Nos |
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| 11 | 11 | 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. | BI01010001010000000000000515BI0100001123 | 1015 | Nos |
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| 12 | 12 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\n | BI01010001010000000000000515BI0100001124 | 153.4 | CUM |
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| 13 | 13 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\n | BI01010001010000000000000515BI0100001125 | 10.08 | CUM |
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| 14 | 14 | Bedding for pipe\n(ii) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(i) Sand Filling\n | BI01010001010000000000000515BI0100001126 | 17.9 | CUM |
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| 15 | 15 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n | BI01010001010000000000000515BI0100001127 | 82.8 | CUM |
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| 16 | 16 | Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n | BI01010001010000000000000515BI0100001128 | 58.48 | CUM |
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| 17 | 17 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204\n | BI01010001010000000000000515BI0100001129 | 19.03 | 10 sqm |
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| 18 | 18 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\n(B) 1000 mm dia\n | BI01010001010000000000000515BI0100001130 | 45 | RM |
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| 19 | 19 | 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 lead upto 1000 m as per Technical Specification Clause 303.1.\n(i) Private Land (for Earth Work in cushioning) | BI01010001010000000000000515BI0100001131 | 486.78 | CUM |
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