| 1 | 1 | CONCRETE SURFACING | BI01010001010000000000000515BI0100001114 | | |
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| 2 | 1.01 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | BI01010001010000000000000515BI0100001115 | 57780 | Sqm |
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| 3 | 1.02 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001116 | 13650.5 | Cum |
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| 4 | 1.03 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined durial trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller finishing and curing. | BI01010001010000000000000515BI0100001117 | 8594.78 | Cum |
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| 5 | 1.04 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to side, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Minimum flexural strength of the concrete should be 45Kg/Sq.cm. | BI01010001010000000000000515BI0100001118 | 20054.5 | Cum |
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| 6 | 1.05 | Add extra to plain cement concrete of road pavement against Item No.1.04 of BOQ @ 0.35% by weight of cement,i.e, 175gms per 50 kgs bag of cement for providing and mixing polyster triangular fibres of effective dia 30-40 microns, 18mm long having specific gravity of 1.34 to 1.37 with melting point of 250° C to 260°C. | BI01010001010000000000000515BI0100001119 | 28076.3 | Kg |
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| 7 | 1.06 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm x 60 cm below ground level as per approved drawing.: 90 cm equilateral triangle | BI01010001010000000000000515BI0100001120 | 12 | Each |
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| 8 | 1.07 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm x 60 cm below ground level as per approved drawing: 60cm circular | BI01010001010000000000000515BI0100001121 | 9 | Each |
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| 9 | 1.08 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm x 60 cm below ground level as per approved drawing : 60 cm x 45 cm rectangular | BI01010001010000000000000515BI0100001122 | 6 | Each |
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| 10 | 1.09 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm x 60 cm below ground level as per approved drawing: 80 cm x 60 cm rectangular | BI01010001010000000000000515BI0100001123 | 3 | Each |
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| 11 | 1.1 | Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately: 35x111x25 cm size | BI01010001010000000000000515BI0100001124 | 3 | Each |
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| 12 | 1.11 | Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC ON M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. | BI01010001010000000000000515BI0100001125 | 2471.7 | Meter |
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| 13 | 1.12 | Supplying Fitting and placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical specifications\n(For Kerbs)\n | BI01010001010000000000000515BI0100001126 | 80.25 | MT |
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| 14 | 2 | DRAIN | BI01010001010000000000000515BI0100001127 | | |
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| 15 | 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.:All kinds of soil | BI01010001010000000000000515BI0100001128 | 9415.4 | Cum |
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| 16 | 2.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001129 | 373 | Cum |
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| 17 | 2.03 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 2107 | Cum |
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| 18 | 2.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars. | BI01010001010000000000000515BI0100001131 | 168560 | Kg |
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| 19 | 2.05 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001132 | 1204 | Sqm |
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| 20 | 2.06 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001133 | 12040 | Sqm |
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| 21 | 2.07 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001134 | 1883.08 | Cum |
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| 22 | 3 | Total impact of GST for the purpose of CTC | BI01010001010000000000000515BI0100001135 | 1 | Nos |
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