tender for balance work of gp rest shed; it no page no. of bldg sch.). surface dressing of the ground in any kind of soil including 1 removing vegetation inequalities not exeedind 15 cm depth of the rubbish witnin a lead up to 75m as directed 2 m2 (it no. 1 page no.-2 of bldg sch.) earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing etc. 0.00 % 3 (it no. 1 page no.- 1 3rd corrigenda of bldg sch.) single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level etc. 102.36 m2 pg no-8. it no-4, 12th corrigenda (bldng sch.) 4 ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant is codes a) pakur variety. 1.59 pg no-1 it no-1, 5rd corrigenda (bidng sch.). filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed and consolidating the same 5 by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement of finished quantity) (b) de-by fine sand 2.55 %m pg no-1 it no-3, (bldng sch.) 6 earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layercomplete. (payment to be made on the basis ofmeasurement of (a) with earth obtained from excavation of foundation 1/5 th of qty vide sl no 1 (1/3) 0,00 0.00 %m pg no-22 it no-1, 3rd corrigenda (bldng sch.) 7 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [vg.40] using 1.7 kg, per sq.m. including heating the bitumen and cost and carriage of all materials complete. [bitument to .... more in document