GLP/EE(GE_J)/NDRF/PDNA 2022/2025 26/04 Recovery and Reconstruction of Kharubhaj to Fetengapara via Takimari Tiniali Bazar Road (PMGSY Package No.AS-07-259) under NDRF (PDNA-2022) for the year 2025-26 under Goalpara East and Jaleswar Territorial road

Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet the requirement of Tables 300.1 and 300.2 upto lead of 1000 m as per Technical Specification Clause 301.5 (I) Private Land.

Construction of Subgrade and Earthen Shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to ste, spreading, grading to required slope and compacting to meet the requirement of Tables 300.2 with a lead upto 1000 m as Per Technical Specification Clause 303.1 (i) Private land

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method: Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollerto achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material.

WBM Graing-3: Using stone screening Type B 11.2 mm for Grading -III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Tecjnical Specification Clause 405.

(A) Interlocking Concrete block Pavement (i) Providing and laying interlocking concrete concrete block pavement having thickness 80 mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block / Edge restrints

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.

Construction of HP Culvert: Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materialand disposal upto a lead of 50m , dressing of sides and bottom and backfilling in trenches with excavated suitable material.

PCC M10 (1:3:6 nominal mix) in levelling Course below open foundation of Head walls as per drawing and technical specification cluse 1109.

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A. Brick Masonry in 1:4 cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts in on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm Dia

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Backfilling behind abutment, wing wall and retaining wall complete as per drawing & technical specification Clasue 1204.38. (ii) With Sandy materials