RENOVATION WORK OF ANICUT KALYANPURA SRIMADHOPUR DISTRICT SIKAR

Cutting & uprooting of Sarkanda, or Arrows or Jhundas including disposal as directed by Engineer-in-charge

Excavation including loading unloading disposal and dressing of excavated earth witihn intial lead of 50m and lift up to 1.5m including dessing area and dewaterring wherter required complete in all respect

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de watering wherever required.

Randomrubblestonemasonry(usingR.R.stoneswhere75% stones tobenot less than15cminsize inanydirectionand weighingnot less than23kg.) for foundationincludingcuring withall leadsofallconstructionmaterialsincludingcuringetc. complete. WR BSR 2023 Item no. 1C chapter no. 7 page 19

Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; WR BSR 2023 Chapter XVIII Item no. 17(a) page no. 78

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:(b) 20mm WR BSR 2023 Chap no. VIII Item no. 1b page no 22

Providing and Laying in position of Cement concrete Nominal mix (1:2:4) maximum size of crusher broken aggregate upto 20 mm including shuttiring etc, with all leads of material complete in all respect in thicknees of 75 mm

Benching base and disposal of the excavated material including dressing etc complete within intial lead up to 50 M and lift up to 1.5M

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (b) With lead beyond 250 m and up to 750 m (½ Km)