| 1 | 1 | Road re-tarring | 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 | 190.05 | 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 | 2720 | 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 | 2720 | 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 | 2720 | sqm |
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| 6 | 2 | Road concrete & Irish drain | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 2.001 | od661969/2020_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 | 873 | sqm |
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| 8 | 2.002 | od661970/2020_2021 : <br>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 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 ( both sides) | BI01010001010000000000000515BI0100001120 | 45 | cum |
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| 9 | 2.003 | od661980/2020_2021 : :Construction of plain cement concrete pavement ,thickness as per design,over a<br>prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and<br>fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a<br>concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,<br>,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including<br>provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and<br>Technical Specifications clause 1501.(modified 6.4) without form work<br> | BI01010001010000000000000515BI0100001121 | 71.625 | cum |
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| 10 | 3 | Retaining wall & widening of culvert | BI01010001010000000000000515BI0100001122 | | |
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| 11 | 3.001 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001123 | 11.16 | cum |
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| 12 | 3.002 | od662094/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001124 | 19.86 | cum |
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| 13 | 3.003 | 11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry(ii)In cement mortar 1:4 | BI01010001010000000000000515BI0100001125 | 6.3 | cum |
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| 14 | 3.004 | 12.5.3 : 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 m III.R.C.C grade M 20 | BI01010001010000000000000515BI0100001126 | 1.01 | cum |
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| 15 | 3.005 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001127 | 0.096 | tonne |
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| 16 | 3.006 | od662122/2020_2021 : Plain/reinforced cement concrete M 20 (1:2:4 using 20mm b/s) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Form work (modified 11.4.3) | BI01010001010000000000000515BI0100001128 | 1.088 | cum |
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| 17 | 3.007 | od662581/2020_2021 : Supplying and fixing name board with an area of 0.50m2 engraving leers as per direection of engineer in charge.<br> | BI01010001010000000000000515BI0100001129 | 1 | each |
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