| 1 | 1 | Road work | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001114 | 304.24 | sqm |
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| 3 | 1.002 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001115 | 30.938 | cum |
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| 4 | 1.003 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001116 | 412.5 | sqm |
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| 5 | 1.004 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001117 | 412.5 | sqm |
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| 6 | 1.005 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001118 | 1732.5 | sqm |
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| 7 | 1.006 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 2145 | sqm |
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| 8 | 1.007 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001120 | 2145 | sqm |
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| 9 | 2 | Interlock paving | BI01010001010000000000000515BI0100001121 | | |
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| 10 | 2.001 | od510841/2019_2020 : Filling with Quarry Muck . Filling with quarry Muck at low laying and water logged area with local material quarry muck , spreading in layers, levelling the top at site and consolidation by ramming etc.. complete for improving the C B R value of subgrade. | BI01010001010000000000000515BI0100001122 | 23.1 | cum |
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| 11 | 2.002 | od509497/2019_2020 : Providing and Laying of Inter locking Concrete Pavements having thickness 80mm with M 40 grade made by block making machine .or nearest available size as per drawing and Technical Specification Clause 1504 | BI01010001010000000000000515BI0100001123 | 300 | sqm |
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| 12 | 2.003 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001124 | 30 | cum |
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| 13 | 2.004 | od509945/2019_2020 : P C C Grade M 20 (Nominal mix 1:2:4 ) Providing concrete for plain concrete inpavement laid into required slop and camber in panels as required with consolidation and tamping etc.. complete. | BI01010001010000000000000515BI0100001125 | 33.928 | cum |
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| 14 | 2.005 | od512400/2019_2020 : Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203 <br>I. P C C<br>( i ) Nominal mix 1:4:8 | BI01010001010000000000000515BI0100001126 | 1.026 | cum |
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| 15 | 2.006 | od512377/2019_2020 : Providing plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203<br>III. P C C<br>( ii ) Nominal Mix - 1:2:4 | BI01010001010000000000000515BI0100001127 | 6.84 | cum |
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