| 1 | 1 | Retarring | 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 | 112.54 | sqm |
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| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 1258.6 | sqm |
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| 4 | 1.003 | od743194/2020_2021 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><br>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)<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001116 | 1258.6 | sqm |
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| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 1258.6 | sqm |
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| 6 | 2 | RAISING | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 2.001 | 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001119 | 310 | sqm |
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| 8 | 2.002 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001120 | 31 | cum |
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| 9 | 2.003 | 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 | BI01010001010000000000000515BI0100001121 | 46.5 | cum |
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| 10 | 2.004 | 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 | BI01010001010000000000000515BI0100001122 | 310 | sqm |
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| 11 | 2.005 | 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. | BI01010001010000000000000515BI0100001123 | 310 | sqm |
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| 12 | 2.006 | od743194/2020_2021 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><br>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)<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001124 | 310 | sqm |
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| 13 | 2.007 | 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) | BI01010001010000000000000515BI0100001125 | 310 | sqm |
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| 14 | 3 | drain | BI01010001010000000000000515BI0100001126 | | |
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| 15 | 3.001 | 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 | BI01010001010000000000000515BI0100001127 | 32.64 | cum |
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| 16 | 3.002 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001128 | 10.88 | cum |
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| 17 | 3.003 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001129 | 23.8 | cum |
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| 18 | 3.004 | od730389/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202,1203 .P.C.C grade M20 (1) Nominal mix (1:2:4) (Modified data 11.4.3 &11.4.4). | BI01010001010000000000000515BI0100001130 | 3.06 | cum |
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| 19 | 3.005 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001131 | 0.72 | cum |
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| 20 | 3.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001132 | 0.051 | tonne |
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| 21 | 4 | NAME BOARD | BI01010001010000000000000515BI0100001133 | | |
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| 22 | 4.001 | od743735/2020_2021 : Supplying and fixing granite name board including cost of granite,labour for lettering,fixing etc.complete | BI01010001010000000000000515BI0100001134 | 1 | each |
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| 23 | 4.002 | od743737/2020_2021 : Providing and erecting Name Board of semi Reflective type as per IRC-67 made of 2<br>mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective<br>border of 70 mm width and required letters, figures with reflective tape of engineering grade as per MORD<br>specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG<br>square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly<br>fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x<br>450 mm x 450mm, 450 mm below ground level as per approved drawing and Technical Specification Clause1701(10.4 B Mod)<br> | BI01010001010000000000000515BI0100001135 | 1.08 | sqm |
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