| 1 | 1 | (A) Road Work:\nClearing 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.\n(i) By Manual Means\n(A) In area of non-thornu jungle. | BI01010001010000000000000515BI0100001113 | 1.2 | Hect |
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| 2 | 2 | Construction of embankment with 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 | BI01010001010000000000000515BI0100001114 | 7067.36 | Cum |
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| 3 | 3 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000 m as per Technical Specification Clause. 303.1 | BI01010001010000000000000515BI0100001115 | 4999.73 | 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 uniform layer 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.\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001116 | 1129.41 | Cum |
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| 5 | 5 | Providing, 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, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification clause 405.\nUsing Stone screening\nA) By Manual Means.\nUsing stone screeening type-B 11.2 mm for gr.III | BI01010001010000000000000515BI0100001117 | 563.74 | Cum |
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| 6 | 6 | (i) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504. (complete including and carriage) | BI01010001010000000000000515BI0100001118 | 7522.88 | Sqm |
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| 7 | 7 | Traffic sign:\nProviding 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 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x60mm, 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.\n(ii) 60cm equilaterial triangle. | BI01010001010000000000000515BI0100001119 | 12 | Each |
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| 8 | 8 | Reinforce cement concrete M-15 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.\nii) ordinary kilometer stone (precast) | BI01010001010000000000000515BI0100001120 | 2 | Each |
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| 9 | 9 | Planting of Trees and their Maintenance for three years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1 m depth dug in the ground mixing the soil with decayed from yard/sludge mannure, planting the saplings, backfilling the tranches watering fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001121 | 90 | Each |
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| 10 | 10 | Providing and laying of hot applied thermoplastic compund 2.5mm thick including reflectorising glass beds @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beds as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. | BI01010001010000000000000515BI0100001122 | 400 | Sqm |
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| 11 | 11 | (B) CD Work: Construction of 2.00m Span Slab Culvert, 1 No. & 1.50 m Span slab culvert 3 Nos.\nEarthwork in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. \n1. Ordinary Soil \n Upto 3.00m depth | BI01010001010000000000000515BI0100001123 | 472.23 | Cum |
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| 12 | 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 & 1203.\nA. With crushed stone\nI. PCC Grade M-10\nNominal Mix (1:3:6) | BI01010001010000000000000515BI0100001124 | 53.676 | Cum |
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| 13 | 13 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification caluses 802,804,805,806,807,1202 and 1204.\ni. PCC Grade M-15\nNominal Mix (1:2:5:5) | BI01010001010000000000000515BI0100001125 | 436.92 | Cum |
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| 14 | 14 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clause 800, 1205.4 and 1205.5.\nA. With crushed stone\nI. PCC Grade M-20\n(i) For Design mix RCC M20 | BI01010001010000000000000515BI0100001126 | 47.7 | Cum |
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| 15 | 15 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3\nA With crushed stone | BI01010001010000000000000515BI0100001127 | 6.577 | Cum |
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| 16 | 16 | 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 and technical specification Clause 614, 709, 1204.3.7. | BI01010001010000000000000515BI0100001128 | 96 | Nos |
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| 17 | 17 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | BI01010001010000000000000515BI0100001129 | 12 | Nos |
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| 18 | 18 | Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 | BI01010001010000000000000515BI0100001130 | 76.72 | Cum |
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| 19 | 19 | Supplying, fitting and placing TMT bar reinforcement (Fe-500) in sub structrue complete as per drawings and technical specifications clause 1002, 1005, 1010 & 1202. | BI01010001010000000000000515BI0100001131 | 4.95 | Mt |
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| 20 | 20 | Construction of RCC railing of M-25 Grade in situ with 20mm nominal size aggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post onot to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 | BI01010001010000000000000515BI0100001132 | 7.2 | Cum |
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