Zone 1, Ward No. 52 (Mantola) Construction of a community toilet in Kangalpara.

Cleaning of the site for warkable etc. All complete. (Non Scheduled)

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 oxcavated 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 30m form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251)

Earth work in Cutting or in embankment in rodinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (20-Chapter PWD.SCH.No.253(a))PWD Sheduled 2015

Providing and laying cement concrete in 1:5:10 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter S.I. No. 01)

Class-150 brick work in 1:6 cement and Coarse sand 1.25 fineness modulus mortor in Foundation including supply of all material, labour and tolls and plants etc. All complete. (CP-6 S.I. No. 01)

Providing and laying D.P.C. 40cm. Thick with cement concrete consisting of one part cement 1.5 part of coarse sand and three part of approved 10mm grade stone grit and including water proofing material as directed by the engineer-in-charge in the proportion as specified by the manufacturer. {Chapter No.07 Si.No.361}

Class-150 brick work in 1:4 Cement and Coarse sand 1.25 fineness modulus mortor in Super Structure including supply of all material, labour and tolls and plants etc. All complete. (S.I. No. 303+309)

M-150 in 1:3 with cement and coarse sand in Sub structure for 12cm. thick wall including supply of all material labour T & P etc. required for proper completion of work. {Chapter No.6 Si No.307+310(A)}

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.cc Slab supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering 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 S.I. No.-284)

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))