| 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 | 230 | 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 | 1317.3 | 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 | 1317.3 | 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 | 1317.3 | sqm |
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| 6 | 2 | Irish Drain | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 2.001 | od1106118/2020_2021 : Surface dressing of the ground including removing vegetation and in-equalities<br>not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to<br>1.5 m., All kinds of soil | BI01010001010000000000000515BI0100001119 | 451 | sqm |
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| 8 | 2.002 | od1106120/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed one side formwork ,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) with form work | BI01010001010000000000000515BI0100001120 | 56.375 | cum |
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| 9 | 3 | Chappath Re concrete | BI01010001010000000000000515BI0100001121 | | |
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| 10 | 3.001 | od1109830/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, ,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) without form work | BI01010001010000000000000515BI0100001122 | 5.25 | cum |
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