tender for e7w cutting in or in embankment in ordinary soil excavation to be in the foltn of a regular pits not exœeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surfaœ torequiredleves and slopes and asoincuöng1.5mtr and 30 m lead. the earth in form of cuhing (b) to be used as spoil banks within 50 m distanoe as directed by the engineer-in-charge including royalty 9.00 cum. (p.w.d. si no, 253(a) + 231(a) lncluding cartage of earth up to 8 km lead. , excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling, watering and ramming of excavated earth into the trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer incharge upto adistance of 30 from the foundation trenches (excluding royalty) p.w.d. sor item no. 251 , providing and laying cement concrete in 1:4:8 (1 cement : 4 fine sand : 8 brick ballast 40 mm nominal size) & curing complete, including cost of form work, in foundation & floors. (p.w.d. sor s.no. 275) , construction of un-reinforced, dowel jointed, plain m-25 grade cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or concrete paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respects also including cost of material, labour, t&p etc required for proper completion of the work as per direction of engineer incharge as per mort&h specification no 602. (p.w.d. sor s.no. 773) , construction of granular sub-base by providing well graded material, spreading in uniform. layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. analysis , m-150 brick work in 1:4 with cement and coarse sand including supply of all material. labor t & p etc. required for proper completlon of work. (p.w.d. sor s.no. 305) , 12mm thick œment plaster in singls coat of fair sida of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. no extra for missing any additive. 1 cement : 5 coarse sand (p.w.d. sor s.no.. 5841) , providing and laying cement concrete in 4:2:1 of not less than strength of m-150 stone ballast (20 mm nominal size) approved coarse sand and oement. curing complete including of cost of form work in foundation and floors. (p.w.d. sor s.no. 279) , mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought to required shape as necessary including bending 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. (10 mm to 12mm tor (tmt bars). p.w.d. sor s.no. 504 , reinforced cement concrete work 1:i.5:3 (1 gement: 1.5 corse sand : 3 graded stone grit) providing and laying in position soecified grade of reinforced cement concrete slab including the cost of sentering, shuttering, finishing and exculiding reinforcement (p.w.d. sor s.no. 284a) , providing & fixing granite stone size 60.00 x 75.00 cm including writing on stnne.