GLP/EE(GE_J)/ NDRF(PDNA 2022)/2025-26/06 Recovery and Reconstruction of lakhipur Khalishavita Road (Approach protection of RCC Br. No. 15/1) under NDRF (PDNA-2022) for the year 2025-26 under Goalpara East and Jaleswar Territorial road Division. (Jal

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.

Supplying,fitting and laying loose with Geo-textile bags of Type-A(1.30mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from plyster/polypylene confirming to relevent ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation,filling Geo bags with sand weighing 126.00Kgs after filling ,stitching the mouth of the filled bags with polypylene or polyster complete as per Technical Specification and as directed. (b) Without Boat

Supplying,stitching and laying of non wooven Geo textile fabric sheet of 400 GSM

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. (iv) 80 cm x 600 cm rectangular

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