| 1 | 1 | Interlocking | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 576 | sqm |
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| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 57.6 | cum |
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| 4 | 1.003 | od616813/2020_2021 : Interlocking Concrete Block Pavement without edge blocks.Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications clause 1504 | BI01010001010000000000000515BI0100001116 | 576 | per sqm |
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| 5 | 1.004 | od616814/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 using 20 mm broken stones wearing coat without using formwork<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001117 | 0.301 | cum |
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| 6 | 2 | Side drains | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 2.001 | 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 | BI01010001010000000000000515BI0100001119 | 20.7 | cum |
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| 8 | 2.002 | 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 | BI01010001010000000000000515BI0100001120 | 20.7 | cum |
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| 9 | 2.003 | 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) | BI01010001010000000000000515BI0100001121 | 60.95 | cum |
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| 10 | 2.004 | od616888/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20<br>(i)Nominal mix (1:2:4)<br> | BI01010001010000000000000515BI0100001122 | 1.725 | cum |
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| 11 | 2.005 | 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 | BI01010001010000000000000515BI0100001123 | 15.525 | cum |
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| 12 | 2.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001124 | 1.553 | tonne |
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| 13 | 3 | RR Works | BI01010001010000000000000515BI0100001125 | | |
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| 14 | 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 | BI01010001010000000000000515BI0100001126 | 21.87 | cum |
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| 15 | 3.002 | 2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar | BI01010001010000000000000515BI0100001127 | 26.25 | cum |
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| 16 | 3.003 | od634882/2020_2021 : Randum rubble dry stone masonry. | BI01010001010000000000000515BI0100001128 | 21.87 | cum |
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| 17 | 3.004 | od635227/2020_2021 : Stone masonry in cement mortar for substructure complete Randum rubble masonry up to 5m height | BI01010001010000000000000515BI0100001129 | 19.5 | cum |
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| 18 | 3.005 | od617015/2020_2021 : Random rubble masonry with Departmental hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:<br>Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001130 | 21 | cum |
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| 19 | 4 | Re-Tarring | BI01010001010000000000000515BI0100001131 | | |
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| 20 | 4.001 | 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) | BI01010001010000000000000515BI0100001132 | 62 | sqm |
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| 21 | 4.002 | 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. | BI01010001010000000000000515BI0100001133 | 320 | sqm |
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| 22 | 4.003 | 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) | BI01010001010000000000000515BI0100001134 | 320 | sqm |
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| 23 | 4.004 | 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) | BI01010001010000000000000515BI0100001135 | 320 | sqm |
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| 24 | 4.005 | od617158/2020_2021 : s/f Name Board of size 75x60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc as per direction of dept officers at site | BI01010001010000000000000515BI0100001136 | 1 | each |
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| 25 | 4.006 | od617159/2020_2021 : s/f information board 75x60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS Angles including painting lettering and fixing in concrete etc | BI01010001010000000000000515BI0100001137 | 1 | each |
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