TN No 6 2025 26 SDO Dated 18.08.2025

Clearing and grubbing road land - Heavy Jungle including uprooting wild vegetation, grass, bushes, shurbs, sapling and trees of girth upto 300mm, removable of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 100m including removable and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. for Main work

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MoRT&H Specification for Junction Improvements

Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS 20B) for Box Cutting (As per PWD SOR Unique Code W-0061) etc., complete as per standard specification for Main Work and Junction Improvements

Forming embankment using available earth at site with an average lead of 4 km within the site, including laying and spreading in layers of 250mm loose thick each sectioning, watering and compacting by Power roller to achive the required density at 95% Proctor Density at optimum moisture content as determined in occurence with IS 2720 (Part VII) for sub grade including finishing the surface to the required camber and longitudinalo profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per Clause 301 - 305 of MoRT&H - V revision - Earth filling for main work and Junction Improvements

Forming embankment using carted earth having a minimum CBR of 8 with an average lead of 23km, including laying and spreading in layers of 250mm loose thick each sectioning, watering and compacting by Power roller to achive the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720 (Part VII) for sub grade including finishing the surface to the required camber and longitudinalo profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per Clause 301 - 305 of MoRT&H - V revision for - Carted Earth for main work and Junction Improvements

Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MoRT&H specification No 401 - Grading V Material for main work and Junction Improvements

Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading III Material for main work and Junction Improvements

Providing and laying Wet Mix Macadam Base Couse of 250mm thickness in two layers of 125mm each or else as specified on the prepared Sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified indluding mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 as directed by Engineer for main work and Junction Improvements

Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitument (SS1) per 10sqm for preparatory to another bitiminous constrction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H-V for main work and Junction Improvements

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50kg of Bitument Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H - V for main work and Junction Improvements