Construction of Dakhin Bidya Nagar to Sankardev Bidya Niketan under SOPD-G for 2019-20 .

Amount

Road Works

Clearing and Grabbing road land including uprooting wild vegeration grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m as per Technical Specification Clause 201

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical specification Clause 301.5 (i) Private Land

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet required of Table 300.2 (including compansation of earth) (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

WBM Gradding 3: Using stone screening Tybe A 13.2mm 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 stages to proper grade and camber, applying and bromming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification clauses 404. (A) By Manual Means

Inter locking concrete Block pavement: (i) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusidve of Edge restraint and carriage)

Construction of NP-3 HP Culvert (Single) 10mm dia

E/W in excavation for foundation of structures as per drawings and technical specification clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other detelerious materials and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil. Upto 3m depth

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 with crushed stone Grade M10: Nomonal mix 1:3:6

Laying (first class) Beeding on well compacted sand morum or approved granular materials as per clause 11059 (ii) Granular materials Pipe portion Deduct for pipe imbeded portion

Brick masonary work in cement morter in sub structure Brick masonary work in cement morter in sub structure compete exception pointing and plaster, as drawing and technical specification clause 602, 603, 604, 1202 & 1204 in 1:3 cement morter Brick masonary work in cement morter 1:3 Face wall Deduct for pipe portion

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding or granular material in single row including fixing coller with cement morter 1:2 but excluding excavation protection works, backfilling concrete and masonry works in head walls and parapet clauses 1106.

Plastering with cement morter (1:4) 15mm thick on brick work in sub structure as per Technical specification

Providing and laying of 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

Traffic Sign:- 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 exceeding 0.9sqm supported on a mild steel single iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and technical specification clause 1701.

Planting of Trees and their Maintenance for three years (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 guatrd and maintaining the plants for three year.