Construction of Toilets for both Male and Female with Facility for PWDs in Directors Block

Earthwork in excavation by manual means upto a depth of 2m below the existing ground level for foundation trenches including dressing of sides and ramming of he bottom including stacking of serviceable stones, disposal and removal of the excavated earth within the lead of 50 m and lift of 1.5 m complete b) In ordinary rock (soft rock/ medium rock/ hard shale)

Stone Soling in Footing Base: Providing stone boulder below 150mm thick plain cement concrete in Footing, etc complete

Plain cement concrete works in footing bed, 100 mm thick complete: Using b) 1:3:6 (1 Cement: 3 sand: 6 gravels)

Supplying, fitting and fixing in position reinforcement bars upto 1stfloor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) b) High Yield Strength Deformed bars or Tor Bars

Providing and laying damp proof course with cement concrete in prop 1:1½:3 with graded stone aggregate of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. b) 40 mm thick

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: a) M15 or Prop. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Providing shuttering for Foundations / footings, columns, etc.

Providing shuttering for Lintels, beams

Providing shuttering for Column, etc

Providing shuttering for Slabs