SOPD-G for 2019-20

Amount

Road Works

scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3m and leads upto 1000m as per technical specification clause 301.4 Mechanical Means

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 table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 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 1000m as per technical specification clause 303.1 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 roller to achieve the desired density, complete as per Technical Specification 401. For Grading II Materials

3) WBM Gr-3 Using screening Type-B 13.2mm for Gr.3. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber applying and bromming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification clause 405. By manual means

Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504

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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to 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. (ii) 60cm equilateral Tringle

Providing 1000mm dia NP3 Culvert

Earth work in excavatoin of foundation for structure as per drawing and technical specification clause 305.1 includign setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material 1. Ordinary sopil (i) upto 3m depth

Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

PCC 1:3:6 In Foundation Plan reinforced concrete M10 (1:3:6) nominal mix) in levelling course below Open foundation of Head walls as per drawing & Technical specification Clause 1109.

Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in sigle row including fixing collar with cement morder 1:2 but excluding excavation, protection works backfilling, concrete and masonary works in head walls and parapets clause 1106.(B) 1000mm dia

Birck masonary work in cement morter in foundation of Head Wall excluding pointing and plastering as per drawing and technical specification clause 1109.

Brick masonary work in cement morter in substructure complete excluding pointing and plastering as per drawing and technical specifications clause 602, 603, 604, 1202 and 1204 i) In 1:4 Cement morter

Plastering with cement mortar (1:4) (15mm thick on brick work in substructure as per technical specification rate

M/S SAR ENTERPRISE