SOPD work for 2018-19 of Moran LAC

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal 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 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 jungle

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 requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land

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 roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means

Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504,including carriage(Excluding Edge restraint )

Plain/reinforced cement concrete in substructure complete as per drawing and technical specification clause 802, 804,805,806,807,1202 &1204. A. With crushed stone. (ii) P.C.C. Gr. M-20 Nominal mix ( 1:2:4)

Reinforced cement concrete M15 grade kilometer stone/locak stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703. ii) Ordinary kilometer stone (precast)

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, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 ii) 60 cm equilateral Triangle

iv) 80cm X 60cm rectangular

Providing 1000mm dia Single Row HPC NP3 7.50m length( 4 nos): Removing all types of Hume Pipe and stacking within alead of 1000 m including Earthwork and Dismanting of Masonary Works as per Technical Specification Clause 202. (B) Above 600mm dia to 900mm dia HPC

Earth work in excavation for structure as per drawing & Technical specifications clause 305.1 including settin out construction of soring & bracing, removel of stumps and other delitorious mterial and disposal up to a lead of 50 m, dressing, of side and bottom and backfilling for Trenchs with approved materia .

Providing concreat for plain/reinforced concrete in open foundations comltete as per drawing and technical specifications Clause 802,803,1202, & 1203. A. with crushed Stone I. P.C.C. grade M 10 Nominal Mix 1:3:6

Bedding of pipe (i) Type A (Concrete Cradle) Bedding Laying Concrete Cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) (ii) Granular Material

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204. A) With crushed stone ii) PCC grade M-20 (i) Nominal Mix (1:2:4)

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

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land (Earth work in cushioning)

Mukti Nath Sonowal