| 1 | 1 | Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | BI01010001010000000000000515BI0100001114 | 24.35 | Cum |
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| 2 | 2 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular/cementconcrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). | BI01010001010000000000000515BI0100001115 | 18345.5 | Sqm |
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| 3 | 3 | Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504). With Continuous Type HMP for Grading 2 (19 mm nominal size) | BI01010001010000000000000515BI0100001116 | 121.76 | Cum |
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| 4 | 4 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Reference to MORT&H's specification clause 508). Case I CHAPTER - 5 Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Item Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen of suitable approved grade to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to\nrequired level and grade. Type - B | BI01010001010000000000000515BI0100001117 | 15585.6 | Sqm |
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| 5 | 5 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202).By Mechanical Means\nBituminous course | BI01010001010000000000000515BI0100001119 | 324.7 | Sqm |
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| 6 | 6 | Mending Potholes and depressions by stitching picked jhama bricks with one brick-on-edge laid in herring bone pattern and including necessary cushion of sand below the soling (and in between layers) including cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, finishing the surface to match with adjacent areas complete as per direction.(One brick-on-edge laid in herring bond pattern (thickness 125 mm) | BI01010001010000000000000515BI0100001120 | 649.4 | Sqm |
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| 7 | 7 | Supplying & Labour for mixing stable anti-stripping agent of approved quality conforming to Table - A4-1 of Appendix–4 of Specification for Road & Bridge Works of MoRT&H (5th Revision) to the binder @ 0.5% to 1% by weight of binder (depending up on size & stripping value of the aggregates) and allowing 15 to 30 minutes of circulation or stirring in the hot bitumen tank to ensure a homogeneous mix of binder and anti-stripping agent for different bituminous works as per Technical Specifications given in Appendix – 4 of Specification for Road & Bridge Works of MoRT&H (5th Revision) and direction of Engineer-in-Charge complete including cost and carriage of all materials, labours, hire charges of T&P but excluding the cost but including carriage of anti-stripping agent to site of works. | BI01010001010000000000000515BI0100001121 | 300.26 | Kg |
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| 8 | 8 | Cutting kutcha drain of 600 mm wide and depth up to 300 mm, including disposal of excavated material in embankment slopes within a lead of 50 m. | BI01010001010000000000000515BI0100001123 | 430.5 | Rm |
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