| 1 | 1 | Using Eucalyptus bullah \nDrum Sheet Walling 1.40m (av.) high on Sal-bullah /Eucalyptus bullah piling 10 cm dia and3.25 m long driven 1.75m(av.)bellow GL and 75 cm centre to centre including fitting fixing 3 nos of half bullah pices(from 10cm. Dia) and drum (empty bitumen)sheet(approved condition)of height 1.5m cutting and straightening drum sheet(each joint must have lap length of min.50mm) including cost of necessary nails,bolts ,nuts etc and providing 2to 3 m long half bullah ties complete as per direction….etc. | BI01010001010000000000000515BI0100001114 | 223 | Meter |
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| 2 | 2 | Earth work in excavation from borrow pit etc.\nEarth work in exacavation from borrow pits(Land owned/arranged by the department)and depositing in layers of 250mm including breaking clods in embankment works and to fill up blocks of abutments,depression and ruts with an initial lead upto 50 m and initil lift upto 1.5m making bunds at top as directed dressing complete. | BI01010001010000000000000515BI0100001115 | 723.39 | Cum |
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| 3 | 3 | Earth bag filling\nFilling empty cement bags with dry earth or sand,stitching the bag (cost of thread included)and carrying and placeing them in position and all incidential charges complete but excluding cost of sand and gunny bags | BI01010001010000000000000515BI0100001116 | 2402 | Nos. |
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| 4 | 4 | Jhama metal\nWater Bound Macadam Sub Base by consolidatingJhama metal / Laterite chelly or stone metal /shinglesof specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary,hand packing, sweeping, watering and rolling instages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protectedges and preparing the bed by necessary cuttingor filling and rolling all complete including the cost of all materials and hire and labour charges of all menand machineries and compacting to the requireddensity, as per Clause 404 of Specifications for Road& Bridge Works of MoRT&H (5th Revision).\n | BI01010001010000000000000515BI0100001117 | 33.45 | Cum |
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| 5 | 5 | Dismantling of Flexible Pavements \nDismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means \n | | | |
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| 6 | 5.1 | Bituminous Courses | BI01010001010000000000000515BI0100001119 | 12.6 | Cum |
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| 7 | 5.2 | Granular Courses | BI01010001010000000000000515BI0100001120 | 25.2 | Cum |
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| 8 | 6 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary (Medium Sand)\n | BI01010001010000000000000515BI0100001121 | 12.6 | Cum |
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| 9 | 7 | Water Bound Macadam Base Course\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H \n | | | |
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| 10 | 7.1 | Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) | BI01010001010000000000000515BI0100001123 | 12.6 | Cum |
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| 11 | 7.2 | Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) | BI01010001010000000000000515BI0100001124 | 6.3 | Cum |
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| 12 | 8 | Prime Coat\nProviding and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)\nFor WBM Surface: (with primer @ 0.70-1.0 kg/sqm\n | BI01010001010000000000000515BI0100001125 | 84 | Sqm |
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| 13 | 9 | Repairing pot-holes with Bituminous Macadam ( Graiding -II upto 75 mm thickness)\nFilling 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. | BI01010001010000000000000515BI0100001126 | 35.54 | Cum |
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| 14 | 10 | 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). | BI01010001010000000000000515BI0100001127 | 10301.3 | Sqm |
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| 15 | 11 | 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) | BI01010001010000000000000515BI0100001128 | 99 | Cum |
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| 16 | 12 | CloseGradedPremixSurfacing/MixedSealSurfacing(ReferencetoMORT&H'sspecification clause 508). Case-I CHAPTER - 5 chanical means using HMP of appropriate capacity not less than 75 tonnes/ hour. Item providing,layingandrollingofclose graded premix surfacing material of 20mm thicknes scomposed of 11.2 mm to 0.09mm (Type-A) or 13.2mm to 0.09mm (Type B) aggregate susing 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 asuitable plant,laying and rolling with a Smooth wheeled roller 8-10tonne capacity,and finishing to required level and grade Type-B. | BI01010001010000000000000515BI0100001129 | 7729.01 | Cum |
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| 17 | 13 | Drerssing And Chilchalling:\nDressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. | BI01010001010000000000000515BI0100001130 | 16000 | Sqm |
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