GLP/EE(GE_J)/NDRF/PDNA 2022/2025 26/10 Recovery and Reconstruction of Kharubhaj to E and D Bundh via Pub kathuri Road to give the connectivity towards villages Chalakura, Kathuri, Borbilla, Bhopakura, Kharubhaj under NDRF (PDNA-2022) for the year

Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. I. By Manual Means. A) In area of non thorny jungles.

Scarifying Existing bituminous Surface to a Depth of 150 mm: Scarifying the existing granular surface to a depth of 50 mm and disposal of scarified material with a lift up to 3 m and a lead up to 1000 m as per Technical Specification Clause 301.4. (i) Manual means

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.

Boundary Pillar: Reinforced cement concrete boundary pillar /local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as perdrawing and Technical Specification Clause 1705.

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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I) A. Ordinary soil, (i) upto 3 m depth

Providing concrete for Plain/Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, and 1203 I. P.C.C Grade M10 (i) Nominal Mix

Providing concrete for Plain/Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, and 1203 II. P.C.C Grade M15. i) Nominal Mix (1: 2.5:5)

Providing concrete for Plain/Reinforced concrete in Sub-Structure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 III. R.C.C Grade M20

Providing concrete for Plain/Reinforced concrete in Super-Structuer complete as per drawings and technical specifications Clause 802, 800, 1205.4, and 1205.5 II. R.C.C Grade M25

Drainage Spouts complete as per drawing and Technical specification

Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications . A. With crushed stone

Supplying, fitting and placing HYSD bar reinforcement in super-structure as per complete drawing and technical specifications (a) With TATA make TMT CRS (Fe500 grade) rebar

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.

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