| 1 | 1 | Construction of culvert and drainage | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001114 | 502.392 | cum |
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| 3 | 1.002 | od655146/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(40mm Metal without form work) I.P.C.C grade M 10 (i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 95.848 | cum |
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| 4 | 1.003 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001116 | 202.248 | cum |
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| 5 | 1.004 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001117 | 7.8 | cum |
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| 6 | 1.005 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001118 | 8.16 | tonne |
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| 7 | 1.006 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001119 | 49.5 | cum |
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| 8 | 2 | Retarring | BI01010001010000000000000515BI0100001120 | | |
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| 9 | 2.001 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001121 | 484.5 | cum |
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| 10 | 2.002 | 3.1 : Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001122 | 104 | sqm |
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| 11 | 2.003 | 4.9 : Wet Mix Macadam\t - Providing, 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. By Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001123 | 79.8 | cum |
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| 12 | 2.004 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates - 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 | BI01010001010000000000000515BI0100001124 | 532 | sqm |
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| 13 | 2.005 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates- 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. | BI01010001010000000000000515BI0100001125 | 1251.8 | sqm |
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| 14 | 2.006 | 75.5.2.2pb : Tack Coat - With Packed Bitumen Rates - 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001126 | 532 | sqm |
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| 15 | 2.007 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates - 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. | BI01010001010000000000000515BI0100001127 | 12428 | sqm |
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| 16 | 2.008 | od725866/2020_2021 : Plastic Roads - Bitumen S-65 - 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, 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 (with 7% of bitumen replaced by shredded waste plastic) Case - I By Manual Means (II)Bitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001128 | 12960 | sqm |
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| 17 | 2.009 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates - 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 - A.\tBy Manual Means\t - Case III : Type C\t. (II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001129 | 12960 | sqm |
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| 18 | 2.01 | 3.3 : Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001130 | 360 | cum |
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| 19 | 2.011 | 10.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board. A. Retro-reflectorised Traffic Signs 2 \tProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001131 | 3 | sqm |
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