| 1 | 1 | ROAD IMPROVEMENTS AND TARRING | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 219.2 | cum |
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| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 270 | sqm |
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| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 20.25 | cum |
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| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 21 | cum |
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| 6 | 1.005 | 5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65\t<br>\t\t\nConstruction 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.\t<br>\t\t\t\t\t\t\t\n(B)\t75 mm thick\t\t:-\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001118 | 267.5 | sqm |
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| 7 | 1.006 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding 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 | BI01010001010000000000000515BI0100001119 | 180 | sqm |
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| 8 | 1.007 | 5.2.3a : Tack Coat <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. | BI01010001010000000000000515BI0100001120 | 180 | sqm |
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| 9 | 1.008 | 5.6.B.1.2a : Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507.\t<br>\t\t\t\t\t\t\t\n(B)\tBy Mechanical Means\t<br>\t\t\t\t\t\t\n\tCase - I: Nominal chipping size 13.2 mm\t\t:-\t\t\t\t\t\n\t(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001121 | 75 | sqm |
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| 10 | 1.009 | 5.2.1a : Tack Coat<br>\nProviding 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. | BI01010001010000000000000515BI0100001122 | 1575 | sqm |
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| 11 | 1.01 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t<br>\t\t\t\t\t\t\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.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001123 | 1755 | sqm |
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| 12 | 1.011 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding 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\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001124 | 1755 | sqm |
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| 13 | 1.012 | od527432/2019_2020 : Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202&1203 P.C.C grade M10<br>(1)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001125 | 10.4 | cum |
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| 14 | 1.013 | 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) | BI01010001010000000000000515BI0100001126 | 1.2 | cum |
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| 15 | 1.014 | 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 | BI01010001010000000000000515BI0100001127 | 0.6 | cum |
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| 16 | 1.015 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001128 | 0.06 | tonne |
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| 17 | 1.016 | od527433/2019_2020 : Providing concrete for plain /reinforced concrete in open foundation completes as per drawing and technical specification clause 802,803,1202&1203 P.C.C Grade M 20 (1:2:4)<br>(1) Nominal mix | BI01010001010000000000000515BI0100001129 | 7.5 | cum |
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| 18 | 1.017 | od527513/2019_2020 : Dry Rubble Masonry-dry Rubble with out concrete levelling Course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.Complete as per direction of departmental officers at site | BI01010001010000000000000515BI0100001130 | 44.4 | cum |
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| 19 | 1.018 | od539065/2019_2020 : Providing nameboard of size 0.75mx0.60m using 40x40x1.6 mm GI pipe,0.50 mm thick MS sheet,steel work ,painting ,lettering etc complete | BI01010001010000000000000515BI0100001131 | 1 | each |
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