| 1 | 1 | Excavation for Structures\nWithout dewatering. | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | \nEarthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.\nOrdinary Soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001113 | 1521.88 | cum |
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| 3 | 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.\nSand filling | BI01010001010000000000000515BI0100001114 | 184.45 | cum |
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| 4 | 3 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) | BI01010001010000000000000515BI0100001115 | | |
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| 5 | 3.01 | P.C.C grade M 10(using jhama brick aggregate)\nNominal mix 1:3:6\n | BI01010001010000000000000515BI0100001116 | 198.73 | cum |
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| 6 | 3.02 | P.C.C grade M 20(using jhama brick aggregate)\nNominal mix (1:2:4) | BI01010001010000000000000515BI0100001117 | 30 | cum |
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| 7 | 4 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).\nR.C.C grade M 25 | BI01010001010000000000000515BI0100001118 | 15 | cum |
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| 8 | 5 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. | BI01010001010000000000000515BI0100001119 | 2.1 | t |
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| 9 | 6 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)\nR.C.C grade M-25 \nupto 5 m height | BI01010001010000000000000515BI0100001120 | 21.8 | cum |
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| 10 | 7 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | BI01010001010000000000000515BI0100001121 | 3.052 | t |
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| 11 | 8 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).\nR.C.C M 25\nFor height upto 5 m | BI01010001010000000000000515BI0100001122 | 18 | cum |
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| 12 | 9 | Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. | BI01010001010000000000000515BI0100001123 | 2.52 | t |
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| 13 | 10 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & MoRD technical specifications Clauses 800 & 1206.3 (including centering, shuttering, staging etc. and reinforcement). | BI01010001010000000000000515BI0100001124 | 3 | cum |
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| 14 | 11 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.\nBrick masonry in 1:4 cement mortar | BI01010001010000000000000515BI0100001125 | 602.88 | cum |
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| 15 | 12 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. | BI01010001010000000000000515BI0100001126 | 2424.15 | sqm |
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| 16 | 13 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | BI01010001010000000000000515BI0100001127 | 45 | m |
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| 17 | 14 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | BI01010001010000000000000515BI0100001128 | 72 | cum |
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| 18 | 15 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical Means | BI01010001010000000000000515BI0100001129 | | |
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| 19 | 15.01 | Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001130 | 18520 | sqm |
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| 20 | 16 | Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate\nBy Mix in Place Method | BI01010001010000000000000515BI0100001131 | | |
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| 21 | 16.01 | Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.\n(i) For Grading - I Material (jhama brick aggreate) | BI01010001010000000000000515BI0100001132 | 359.38 | cum |
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| 22 | 17 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate\nWBM Grading - 2\nProviding, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001133 | 554.65 | cum |
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| 23 | 18 | WBM Grading - 3\nProviding, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001134 | 1564.76 | cum |
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| 24 | 19 | Prime Coat\nMedium porosity\nProviding 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | BI01010001010000000000000515BI0100001135 | 20863 | sqm |
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| 25 | 20 | Tack Coat\nProviding 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 surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. | BI01010001010000000000000515BI0100001136 | 20863 | sqm |
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| 26 | 21 | Bituminous Macadam\nProviding and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Technical Specification Clause 504.\nWith Viscosity Graded Bitumen of VG-30. | BI01010001010000000000000515BI0100001137 | 1043.17 | cum |
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| 27 | 22 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder\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 Viscosity 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 or Type D as per MoRD Technical Specification Clause 508. | BI01010001010000000000000515BI0100001138 | | |
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| 28 | 22.01 | Case - II : By Mechanical Means\nBitumen of VG-30 | BI01010001010000000000000515BI0100001139 | 20863 | sqm |
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| 29 | 23 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.\nCase - IV : Type D (premix with fine sand)\nBitumen of VG-30 | BI01010001010000000000000515BI0100001140 | 20863 | sqm |
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| 30 | 24 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | BI01010001010000000000000515BI0100001141 | 216 | cum |
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| 31 | 25 | Traffic Signs (using jhama brick aggregate in CC/ PCC)\nRetro-reflectorised Traffic Signs \nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801. | BI01010001010000000000000515BI0100001142 | | |
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| 32 | 25.01 | with 600 mm equilateral triangle aluminium sheeting | BI01010001010000000000000515BI0100001143 | 75 | Each |
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| 33 | 25.02 | with 600 mm circular aluminium sheeting | BI01010001010000000000000515BI0100001144 | 15 | Each |
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| 34 | 25.03 | with 600 x 600 mm square aluminium sheeting | BI01010001010000000000000515BI0100001145 | 12 | Each |
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| 35 | 26 | Kilometre Stone (with RCC M15 grade using jhama brick aggregate)\nReinforced cement concrete M15 grade (using jhama brick aggregate) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and MoRD Technical Specification Clause 1703.\nOrdinary Kilometre Stone(precast) | BI01010001010000000000000515BI0100001146 | 6 | Each |
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| 36 | 27 | Direction and place identification signs with size more than 0.9 sqm sign board\nRetro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exeeding 0.9 sqm supported on a mild steel angle iron post 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 bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001147 | 8 | sqm |
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| 37 | 28 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. | BI01010001010000000000000515BI0100001148 | 475 | sqm |
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| 38 | 29 | Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)\nPlain cement concrete M15 grade (using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Technical Specification Clause 1704. | BI01010001010000000000000515BI0100001149 | 60 | Each |
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