SOPD-G for 2019-20

Amount

Road Works

Cleaning and Grubbing Road land (Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs saplings and trees girth upto 300mm, removal of stumps of strrescut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000 metres including removal and disposal of top organic soil notexceeding 150mm thickness.

Embankment Construction with Material obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to requried slope and compacting to meet requirement of table 300-2 (including cost of testing of materials at site and laboratory as directed by the deptt Private land

Construction of subgrade and earthen shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement oftable (300-2) including cost of testing of materials at site and laboratory as directed by the deptt.

Granular Sub Base with coarse Graded material (Table: 400-2) (Construction of granular sub base by providing coarse 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 vibratory roller to achieve th edesired density, complete as per cl. 401 (with an initial lead of 5 km)

Water Bound Macadam: Providing, layers, 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 material to fillup th einterstices of coarse aggregate, watering and compacting to the reqd. density (with anitial lead of 5.0Km) Gradding II (A) by manual Means (c. Using screening type-B) 11.2mm aggregate

Water Bound Macadam: Providing, layers, 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 material to fillup th einterstices of coarse aggregate, watering and compacting to the reqd. density (with aninitial lead of 5.0km) Grade-III (A) by Manual Means (c. using screening tybe B 11.2m aggregate

Semi Dense Bituminous Concree (Providing and laying semi dense bituminous oncrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and allignment rolling with smooth wheeled, vibraotyr and tandem rollers to achieve the desired compaction as per MoSRT & H cl. no.508 complete in all respect.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulaed lens type reflective sheeting vide Clause 1701.2.3. fixed over aluminium sheeting 2mm thick with area not exceding 0.9 sqm supported on a mild steel single angle iron post 75x 75x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x 450x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulaed lens type reflective sheeting vide Clause 1701.2.3. fixed over aluminium sheeting 2mm thick with area not exceding 0.9 sqm supported on a mild steel single angle iron post 75x 75x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x 450x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Providing and layin gof hot applied thermoplastic compund 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from steaks and holes and conforming to the MoSHT & H specifications

Planting ofTrees and their Maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backgilling the trenches watering, fixing the tree gautrd and maintaining the plants for one year

1000mm dia single HP Culvert

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification clause 1104 including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material

Plain cement concrete M10 (1:3:6) nominal mix in levelling course below open foundation of Head walls as per drawings & Technical specification Clause 1109

Bedding of pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 Sand filling

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203 in 1:4 Cement Mortar

Stone masonry work in cement mortar in Sub Structure complete as per drawing and technical specification clauses 702, 704, 1202 & 1203 in 1:4 Cement Mortar

Plastering with cement mortar (1:4) 15mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204 Outside of Face Wall Top Inner Sides of Face Wall Emd Sides of Face Wall (TOP) End Sides of Face Wall Deduction for Pipe

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material I nsingle row including fixing collar with cement mortar 1:2 but excluding excavation, protection works backfilling concrete and masonry works in head walls and parapets clause 1106

Sri Gautam Nandy