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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, 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. |
| 2 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 3 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 4 | Plain cement concrete M25 mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 5 | Struck cement pointing in 1:2 cement and fine sand mortar complete in all respect. As per MORT&H 13.2-1300 &2200 |
| 6 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 7 | Finishing walls with water proof cement paint. New work two or more coat applied S.I. No. 660+661 |
| 8 | Constn. Of embankment with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 |
| 9 | Brick on edge pavement on patries with brick laid dry joint filled with local sand including prepration of base of proper slope and its ramming spreading blinding layer of 1 cm. depth of local sand over sub grade including complete work.S.I.NO. 763 |
| 10 | Supply and Installation of delinators (roadway indicators, hazard markers. Object marker ) 80-100 cm. high above ground level painted black and white in 15 cm. wide strips filled with 80x100mm. Rectangular or 75mm. Dia circular reflactorised panels at the topm, burid of pressed into the ground and conforming to IRC 79 and the drawings. |
| 11 | Providing and fixing of Hazard marker sign board retro reflectorised as per IRC 67 made of hign intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 1.5mm. Thick supported on a mild steel angle iron post 75mm. X 75mmx6mm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing. |
| 12 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 1.5mm. Thick supported on a mild steel angle iron post 75mm. X 75mmx6mm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing. Please Enable Macros to View BoQ information |
