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How to Excavation Calculation in Excel Sheet
Excavation can berecognized like the procedure of excavating as well astaking out volumes of earth or additional materials for the arrangement of spaces wherein water tanks, foundations, masonry, concrete, as well as sections in accordance withsanitary or hydraulic systems are going to be builtas per project plans.
There’revarious sorts of excavation:
- Excavation on semi hard ground
- Standard excavation
- Excavation in rock
- Excavation with depletion as well as embedding
- Excavation with shoveling
Excavation IS Code
IS 1200 Part 1: Earthwork
IS 1200 Part 27: Earthwork Done By Mechanical Appliances
Significant Point of Excavation according to IS Code
IS 1200: Part 1
Measurement or Assessment (CL: 2.3)
- Every dimension must becalculated to the adjacent 0.01 m.
- Areas must be measured to the adjacent 0.01 m2 as well as
- Cubical contents must be measuredto the adjacent 0.01 m3.
Work to be calculateddistinctly (CL: 2.4)
- Work in or underwater
- Work in or under foul circumstances,
- Work in snow.
Furthermore, Excavation in Earthwork Comprising Rock Cutting (CL: 4.2) – The entire excavation must be calculated in consecutivephases of 1.5 m specifying the starting level. Thatmust not pertain to instances whereinthere is no lift is neededlike in hillside cutting. (CL: 4.2.3)
Moreover, Excavation over Area (CL: 4.7) –Excavation beyond 1.5 m in width together with 10 m2 on a plan, as well as 300 mm in depth must be specified as excavation over areas as well ascalculated in cubic meters.
Furthermore,
Lead (CL: 5.1)
- Distances not beyond 250 m must be calculated in units of 50 m.
- Distance beyond 250 m and not beyond 500 m must be calculated like a distinctelement or item.
- Leads exceeding 500 m must be calculated in units of 500 m,
- Specifically, there’ll be an item for lead beyond 500 m and not beyond 1000 m,
- Additional item for lead beyond 1000 m and not beyond 1500 m and so forthwithin 5 km.
- Wherein the lead goes beyond 5 km, it is going to be calculated in units of one km, 1/2 km and beyond be calculatedlike1 and below half kmmust be not considered.
Excavation Calculation Excel
Needed for Excavation Calculation Excel Sheet: Elevation,Plan, Section as well as Footing Detail Drawing
Number of Footing Same Size = 6 Numbers.
Footing size = 1400 mm x 1400 mm
Size of PCC = (150 + 1400 + 150) x (150 + 1400 + 150) = 1700 mm x 1700 mm
Soling Size = Similar to PCC = 1700 mm x 1700 mm
Furthermore, Excavation of Height in accordance with Drawing from E.G.L. (Existing Ground Level) = 3500 mm + 150 mm
Moreover, Excavation of Height in accordance with Drawing from E.G.L. (Existing Ground Level) = 3650 mm
Also, Excavation size of area (L x B) = (Additional length of 500mm for working area + Length of PCC + Additional length of 500 mm for working area) x (Additional length of 500mm for working area + Breadth of PCC + Additional length of 500mm for working area)
Furthermore, Excavation size of area (L x B) = (500 mm +1700 mm + 500 mm) x (500 mm + 1700mm + 500mm)
Furthermore, Excavation size of area (L x B) = (2700 mm) x (2700 mm)
Download Excavation Excel Sheet
Articel Source: civiljungle.com