| 1 | 1 | Re-taring | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 75.5.5.A.1pb : Modified Penetration Macadam 50 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 | 33.5 | 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 | 3045 | sqm |
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| 4 | 1.003 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\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 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001116 | 3045 | 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 | 3045 | sqm |
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| 6 | 2 | Irish | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 2.001 | od683896/2020_2021 : Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m , All kinds of soil<br> | BI01010001010000000000000515BI0100001119 | 30 | sqm |
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| 8 | 2.002 | od684092/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork,spreading the concrete with showels,rakes,compacted using<br>needle vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501(modified 6.4 with out formwork) | BI01010001010000000000000515BI0100001120 | 3.75 | cum |
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| 9 | 3 | interlock paving | BI01010001010000000000000515BI0100001121 | | |
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| 10 | 3.001 | 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. | BI01010001010000000000000515BI0100001122 | 15 | sqm |
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| 11 | 3.002 | 3.1 : Preparation of Foundation for EmbankmentScarifying 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. | BI01010001010000000000000515BI0100001123 | 96 | sqm |
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| 12 | 3.003 | od688071/2020_2021 : Filling with quarry muck filling up ow lying and water logged areas with localmaterials spreading in layers levelling the top site and consolidation by ramming etc.. quarry muck for 300m3 | BI01010001010000000000000515BI0100001124 | 10.4 | cum |
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| 13 | 3.004 | od688076/2020_2021 : Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick crushed stone chips, filling the joints with fine sand etc. all complete as per the direction of Engineer - in-charge | BI01010001010000000000000515BI0100001125 | 104 | sqm |
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| 14 | 3.005 | od693929/2020_2021 : Providing concrete for plain/reinforced concrete using 20mm aggregates in sub structures complete as per drawings and technical specifications Clause 802, 804,806,807,1202 &1204<br>III.P.C.C. grade M 20 WITHOUT FORMWORK<br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001126 | 1.944 | cum |
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| 15 | 4 | Reconcreting | BI01010001010000000000000515BI0100001127 | | |
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| 16 | 4.001 | od688216/2020_2021 : Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical spn. clause 802,803,1202,1203 ipc grade m10 nominal 1:3:6 without formwork | BI01010001010000000000000515BI0100001128 | 0.63 | cum |
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| 17 | 4.002 | od688237/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork,spreading the concrete with showels,rakes,compacted using<br>needle vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501(modified 6.4 with out formwork) | BI01010001010000000000000515BI0100001129 | 7.5 | cum |
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| 18 | 5 | Name Board | BI01010001010000000000000515BI0100001130 | | |
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| 19 | 5.001 | 10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board\t<br>\t\t\nA.\tRetro-reflectorised Traffic Signs\t\t<br>\n1\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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 | 0.96 | sqm |
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