WBPWD/PW(R)/SEPD/PIU-I/NIT-09 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.

Dismantling 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. By Manual Means Granular Courses

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 600 mm upto 750 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 department) 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 work).

Supplying, spreading and compacting Sand (Medium 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

Granular Sub-base with Graded Material (Table:- 400-1) By Plant Mix Method: Construction of granular sub-base by providing graded Nalhati variety stone material, 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). Grading – V (payment will be made on the basis of finished compacted volume)

Providing, laying, spreading and compacting approved Nalhati variety stone aggregates to Wet Mix Macadam (WMM) 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)

Providing and laying Dense Bituminous Macadam (DBM) with Hot Mix Plant using coarse aggregate (Nalhati Variety) of specified grading, filler (cement/hydrated lime or rock dust) premixed with bituminous binder of approved grade @4.00% (min) for Grading I and 4.5% (min) for Grading II by weight of total mix as per Table 500-11and Job Mix Formula as per clause 505.3.3 of MoRT&H - (5th Revision) including screening, cleaning of chips, transporting the hot mix to work site, laying the mixed material at specified temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade. level and alignment over the prepared surface coated with tack coat, rolling with smooth wheeled and vibratory ar tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre prassure of at least 0.56 MPa to achieved the desire density as per clause 505.3.5 all including cost and carriage of bitumen, curshed aggregates, filler materials and hire charges of machinary and equiptment for construction and quality control comlete as per Clause 505 of Specification of r Roads & Bridge Works of MoRT&H (5th Revision) Grading I Using Batch Type HMP of minimum capacity 100-120 TPH. (37.5 mm nominal size, 75-100 mm thick. Using Bitumen (Bulk):VG-40 (30/40) @ 99kg/m3) (payment will be made on the basis of finished compacted volume)