| 1 | CIVIL/STRUCTURAL | | |
| 2 | Excavation in all types of soil including morrum, hard soil, gravelly soil or slushy soil for foundation of wall, columns, plinth beams, basement, rail ducts, trenches, under ground sumps, septic tanks etc. including shoring, strutting, bailing out water/pumping out water if required, refilling the trenches / foundation pits in layers of 150mm to 200mm, ramming, watering consolidating removing and stack-ing simultaneously the surplus excavated stuff as directed within the site area upto a lead of 100m and or spreading the same in layers for site development and consoli-dating as directed, including cost of labour tools and plants, taxes etc. complete as per direction of Engineer-In-Charge.a) From exiting ground level upto 1.5 M depth. | 2.40 | Cum |
| 3 | Excavation of hard rock like laterite | 4.00 | Cum |
| 4 | Providing, supplying and filling approved local sand by mechanical / manual means for land development etc., in low land area, foundation, trenches, & plinth foundation areas, and foundation surrounding areas in layers of 150mm to 200mm including watering, ramming and consolidating, transportation, freight, loading, unloading, labour, T&P, taxes, octori, levies, royalties, spreading and compacting etc. complete as per direction of Engineer-in-charge. | 0.40 | Cum |
| 5 | Providing, supplying & laying in position machine mixed plain cement concrete in volumetric proportion (1:4:8) of any thickness for M-15 or volumetric proportion 1: 4: 8 (1:cement, 4 coarse sand: 8 HG stone crusher broken stone aggregates of size 37mm and down) in required thickness, for foundations, below walls, column footings, sunk floor, terraces, rafts, roads at any height above plinth level, at any depth below floors, plinth protection, etc. including centering and shuttering, if required, laying, spreading, ramming, consolidating, as per requirement and curing etc. including cost of all materials, transportation, loading, unloading, labour, T&P, taxes, duties, levies, octori, royalties etc. complete as per direction of Engineer- in-charge. | 0.40 | Cum |
