Hariparvat Zone, Ward No. 95 Work of connecting the drain using RCC Hume pipes, located on Church Road opposite Maheshwari Handicrafts.

Scarifying existing bituminous surface to a bepth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clasue 305.4.3.(Ch-20 SI No-24)

Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1)

Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8)

Providing and laying Cement Concrete in 1:5:10 (1 cement :5 Coarse sand : 10 graded stone aggregate 40mm nominal size) and curing complete, inclduing cost of orm work in foundation and floors. (DSR SN-4.1.10)

Laying NP- pipe RCC Concrete pipe for culvert on first class in single row include ng fixing socket with cement mortar 1:2 but exclduing excavation, protection works, backfilling, concrete and masonry works in head walls and papaets clause 2900. (d) 1000mm dia

Back filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m incl. cost of all labor complete as per specifications

Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-15 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter Sr.No.6 Si.No..4.1.3)

R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter Si.No.8)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor. (Chapter No. 10 S.I. No. 504(B))

Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2)