WBPWD/PWRD/BHD II/NIT-32e/25-26/1

Patching of potholes by draining water, cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, screening and stacking the same for reuse with new materials as per requirement, filling the pothole area with additional volume of crushed stone materials/latente/Jhama/broken shingles/coated stones of Pakur variety etc. and screenings as applicable, and compacting the same with static roller as per Water Bound Macadam Specification, including cost of all materials and machineries including the cost of coarse aggregates and screening.

Providing and applying primer coat with Cationic Bitumen Emulsionof 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) (i) For WBM/WMM Surface: (with primer @ 0.70-1.0 kg/sqm) of MORD.

Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals andwashing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, including cost of applying tack coat. (i) With premixed Chips with 54 kg of bitumen per m3 of loose net volume of stone chips using Mobile Hot Mix Plant. (The payment is to be made on the basis of loose net volume of stone materials consumed in the work) (b) Using Mobile HMP (Light duty) .

Providing, laying and rolling of Open-graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m³) and 11.2 mm (@ 0.009 m² per m³) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light duty) and other machinery, including tack-coat, pay of operators cost of fuel and lubricants etc. complete to be followed by seal coat of Type B as per Technical Specifications Clause 508of for Rural Roads of MORD.

Providing and laying Premixed Seal Coat (Type B) with approved quality grit @ 0.6 m3/100 m2 and bitumen binder on thorough cleaned black top surface excluding tack coat, including heating and mixing cleaned grit (100%passing through 2.36 mm sieve and retained on180 micron sieve) uniformly with bitumen binder,laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if and bitumen binder on thoroughly cleaned necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual Means

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (Sth Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40)

SUB TOTAL

GST @ 18% over Sl. No. 1 to 06

Labour Welfare Cess @ 1% over Sl. No. 08

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