WBPWD/PW(R)/SEPD/PIU-I/NIT-27 OF 2025-2026 SL_1

Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By mechanical means (without milling machine) : From 50 mm to 100 mm thick.

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth above 300 mm & up to 450 mm.

Construction of Embankment with Carried earth obtained from borrow pits (land owned/arranged by the Agency with Royalty ) 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 3000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) This item includes the cost of compensation of land, cost of Royalty, loading, unloading, extra Carriage by Mechanical Transport up to 2 KM over initial lead of 1 KM etc. Note: During initial payment, a sum of Rs 29.00/ m3 & Rs 5.30/m3 (both with out GST & LW Cess) of equivalent volume of borrowpit of earth is to be dudcted from the bill as Royalty & Cesses charges, which will be paid seperately on production of Royalty clearance cerificate from the competent authority.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits land owned/arranged by the agency at his own cost 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 Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) With borrow pit earth Land arranged by the Department.

Construction of Embankment with Material Deposited from Roadway Cutting. Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km.

Supplying, spreading and compacting Sand (Medium) 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. (Payment will be made on the basis of finished compacted volume)

Granular Sub-base with Graded Material (Table:- 400-1) By Plant Mix Method: Construction of granular sub-base(GSB) by providing graded material (Pakur variety stone materials and medium sand), mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). GSB Grading-V (Payment will be made on the basis of finished compacted volume)

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate (Pakur variety) to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Payment will be made on the basis of finished compacted volume)

Dense Bituminous Macadam Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler (cement / hydrated lime /rock dust) premixed with bituminous binder of approved grade @ 4.0% minimum for grading 1 and 4.5% minimum for grading 2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and job mix formula as per clause 505.3.3 of MORTH (5th Revision) , including screening, cleaning of chips transporting the Hot Mix to work site, laying the mixed materials at specified laying temperature, as specified in table 500-2 with a hydro static paver finisher with sensor control to the required grade, level anf alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyred roller of 12 to15 tonne weight with a tyre pressure of atleast 0.56 mpa, to achieve the desired density as per clause 505.3.5, all including cost and carraige of bitumen, crushed aggregate, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using Pakur variety stone material, hydrated lime and bituminous binder (VG-40 bulk @ 111.00kg./ m3) For Grading 2 (26.5 mm nominal size, 50 mm compacted thick.) Using Batch Type HMP of minimum capacity 100-120 TPH. (Payment will be made on the basis of finished compacted volume)