SOPD_G_19_20_15

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm. removel of slumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto lead of 1000 m. including removal and disposed of top organic soil not exceeding 150 mm thickness. By Manual Means :- In area of non thorny jungle.

Construction of embankment with approved materials obtained from Borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet required of table 300-2 (a), (including cost of testing of materials at site and laboratory as directed by the Deptt.) (I) Private land.

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 (a) (including cost of testing of materials at site and laboratory as directed by the Deptt.). (a) Private land.

Construction of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 Km).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up th interstices of coarse aggregate, watering and compacting to the required density (with and initial lead of 5.00 Km). ( A) By Manual means : WBM Gr III

Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints.

Earthwork in excavation for foundation of strucures upto 3m depth as per drawing and technical specification Clause1104 including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfiling with approved material

Plain Cement Concrete M10 ( 1:3:6nominal mix) in levelling course below open foundation of Head walls as per drawing andTechnical specification Clause 1109.

Bedding for pipe .Type B( First Class) Bedding II.Laying ( First Class) Bedding on well compacted approved granular material as per Clause1105 (ii)

Stone Masonary in work in cement mortar in foudation of Head walls complete excluding pointig and plastering as per drawing and technical secification clauses 1109. A. Random rubble masonry In 1:4 cement mortar

Stone masonry work in cement mortar 1:3 in sub-structure excluding pointing and plastering as per drawing and technical specifications Clauses 600,900 and 1208.4 Random rubble masonry In 1:4 cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation , protection work,backfilling,concrete and masonry works in head walls and parapets a per Clause1106 1000mm dia

Plastering with cement mortar (1:4) 15mm thick on brickwork in sub structure as per technical specification clause 613.4& 1204

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thicknessof 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Providing reflective pavement marker with provision of spike at the bottom with prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the procedures recommended by the manufacturers with three months replacement warrently and free maintenance.

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) 600mm equilateral triangle

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 (iii) 600mm circular

Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminim sheeting, 2mm thick with area not exceding 0.90 sqm supported on a mild steel singleangle iron post 75x75x6mm firmly fixed to the ground by means of prpperly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and technical specification clause 1701.

Reinforced cement concrete M-15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting etc. as per drawing and technical specification clause 1703. (i) Ordinary kilomitre stone (Precast)

Reinforced cement concrete M15 grade boundary pillars/ local stone of standard design as per IRC:25, fixed in position including finishing andlettering but excluding painting as per drawing and Technical Specification Clause 1704 (ii) 200m stone

Planting of Trees and their maintenance of three years (planting of trees by the road side (Avenue trees) in 0.60 m. dia holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard / sludge manue planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

NIRMAL PATHAK