| 1 | 1 | Construction 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. | BI01010001010000000000000515BI0100001113 | 258 | cum |
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| 2 | 2 | Excavation in Soil with Dozer with lead upto 100 m.Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3. | BI01010001010000000000000515BI0100001114 | 1596 | cum |
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| 3 | 3 | Flat Brick soling\nProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | BI01010001010000000000000515BI0100001115 | 2380 | sqm |
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| 4 | 4 | Brick edging laid length wise\nProviding and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | BI01010001010000000000000515BI0100001116 | 1400 | metre |
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| 5 | 5 | WBM 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..\nA)By Manual Means | BI01010001010000000000000515BI0100001117 | 196.875 | cum |
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| 6 | 6 | 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.\nA)By Manual Means | BI01010001010000000000000515BI0100001117 | 196.875 | cum |
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| 7 | 7 | Prime Coat (i)Low 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 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | BI01010001010000000000000515BI0100001118 | 2625 | sqm |
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| 8 | 8 | 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. | BI01010001010000000000000515BI0100001119 | 2625 | sqm |
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| 9 | 9 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binde\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 viscocity 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.\nCase - II : By Mechanical Means\n (i) Bitumen of VG-30 | BI01010001010000000000000515BI0100001120 | 2625 | sqm |
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| 10 | 10 | 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\nA) By Manual Means\nCase - IV : Type D (premix with fine sand\ni) Bitumen (60/70 grade)VG-30 | BI01010001010000000000000515BI0100001121 | 2625 | sqm |
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| 11 | 11 | Without dewatering.\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 | BI01010001010000000000000515BI0100001122 | 534.4 | cum |
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| 12 | 12 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200\nSand filling | BI01010001010000000000000515BI0100001123 | 52.472 | cum |
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| 13 | 13 | 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)\nP.C.C grade M 10(using jhama brick aggregate)\ni)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001122 | 68.812 | cum |
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| 14 | 14 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. \nii) Brick masonry in 1:4 cement mortar. | BI01010001010000000000000515BI0100001123 | 81 | cum |
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| 15 | 15 | 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. | BI01010001010000000000000515BI0100001122 | 684 | sqm |
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| 16 | 16 | 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).\niv) R.C.C grade M 20 | BI01010001010000000000000515BI0100001123 | 186.45 | cum |
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| 17 | 17 | 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. | BI01010001010000000000000515BI0100001122 | 18.645 | ton |
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| 18 | 18 | 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)\ni)R.C.C grade M-20 (Nominal mix)\nFor height upto 5 m | BI01010001010000000000000515BI0100001123 | 9.03 | cum |
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| 19 | 19 | 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 | BI01010001010000000000000515BI0100001122 | 0.8127 | ton |
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| 20 | 20 | 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).\ni)R.C.C grade M-20 \nFor nominal mix | BI01010001010000000000000515BI0100001123 | 6.72 | cum |
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| 21 | 21 | Supplying, fitting & placing Thermo-Mechanically treated bar/cold twisted deformed steel bar in superstructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 | BI01010001010000000000000515BI0100001122 | 0.6048 | ton |
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| 22 | 22 | Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 ptressure ) 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 | BI01010001010000000000000515BI0100001123 | 148 | Nos |
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| 23 | 23 | 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 | BI01010001010000000000000515BI0100001122 | 44.4 | cum |
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| 24 | 24 | Traffic Signs (using jhama brick aggregate in CC/ PCC) (A)Retro-reflectorised Traffic Signs Providing 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 GI pipe 50 mm dia 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 approveddrawings and MoRD Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001124 | | |
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| 25 | 24.1 | ii)with 600 mm equilateral triangle aluminium sheeting | BI01010001010000000000000515BI0100001125 | 5 | Nos |
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| 26 | 24.2 | iii)with 600 mm circular aluminium sheeting | BI01010001010000000000000515BI0100001126 | 5 | Nos |
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| 27 | 25 | Direction and Place Identification signs upto 0.9 sqm size board (using jhama brick aggregate in CC / PCC) A)Retro-reflectorised Traffic Signs Providing 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 not exeeding 0.9 sqm supported on a mild steel single 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 1701. | BI01010001010000000000000515BI0100001123 | 4.5 | sqm |
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| 28 | 26 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing 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. | BI01010001010000000000000515BI0100001123 | 31.5 | sqm |
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| 29 | 27 | Kilometre Stone (with RCC M15 grade using jhama brick aggregate) Reinforced 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. ii)Ordinary Kilometre Stone(precast) | BI01010001010000000000000515BI0100001123 | 5 | Nos |
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