constructing new compound wall and colouring in tennis court at ward no 80 n-3 n-4 , exacavation for foundation in earth soil of all types sand , gravel or soft murum including shoring and structring dewatering and necessary and disposing off excavated stuff as directed etc . complete . ( by manual measns ) , dismantiling brick masonary in lime or cement moratar and stacking the material as directed with all leads and lifts etc . complate . , providing and laying casting in situ /redy mix cement concret in m-10 of trap /granite /qurtzite gniess /metal for foundition and bedding including balling out water from work laying pumping compacting roughning them if spacial finish is to be dorivieded finshing if , providing second class burnt brick masonry with conventional/ i . s . type bricks in cement mortar 1:4 including scaffolding racking out joints and watering eyc . in pillar of curved shapes as shown in the drawing or as directed complete . . , providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm . thick in c . m . 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc . complete . , providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary , cleaning and preparing the surface , watering for two days etc . complete . , providing and fixing chicken mesh of 22 gauge with about 30 cm width at the junction of r . c . c . members and brick work of approved quality including fixing mesh in position by necssary drilling in concret / b . b . masonary and or rying by binding wire etc . complete . , conveying materials , obtained from road cutting , including all lifts laying in layers of 20 cm to 30 cm breaking clods , dresing to the required lines , curve , grades and sections watering and compacting to not less than 97% of standerd proctor density for a lead of over 50 m . to 300 m inclusive from the site of excavation to the site of