Agency - Any Project Director - Any: Measurement Book
Agency - Any Project Director - Any: Measurement Book
Agency - Any Project Director - Any: Measurement Book
EarthWork Reinforcement
DATE
S.NO. Total
upto
Type TOTAL Type Dia (mm) weight on
site
2 STEEL 10 5.20
4 STEEL 16 21.00
5 DEMOLITION STEEL 20
6 STEEL 25
7 STEEL 32
MEASUREMENT BOOK
CONTRACTOR - Any
Formwork
Reinforcement Concrete BRICK WORK
(Shuttering)
5200.00
M25
380080.00 -380080.00
BRICK WORK
TOTAL
0
EarthWork
Total Total Total
S.NO. Date Detail Type Nos. Length Width Depth/H Excavati Filling Demolitio Total Calculation
eight on (m3) (m3) n (m3)
BOYS SCHOOL
CAMPUS B01 TYPE 1
1 ### (2 BUILDINGS) FILLING 1 81.00 90.00 2.70 19683.00
BOYS SCHOOL
CAMPUS B02 TYPE 2
2 ### (1 BUILDING) FILLING 1 150.00 90.00 2.70 36450.00 Excavation (m3) 0.00
GIRLS SCHOOL
CAMPUS B01 TYPE 1
(2 BUILDINGS) B02
3 ### TYPE 2 (1 BUILDING) & FILLING 1 200.00 100.00 0.47 9340.00
KINDERGARTEN
Filling (m3)
65473.00
Demolition (m3)
0.00
BOYS SCHOOL COMPLEX
MARK AVG LEVEL TOPO DIFFIRENCE MARK AVG LEVEL TOPO DIFFIRENCE
537.389
86.44 18.229
16165.48
202.0686
Reinforcement
Length of Reinforceme
Dia of Cut NUMB Total
Bar Nos of Length ER OF Length
S. No Description Type
in Bars in COULM in mtr
(mm) mtr NS
Date 8 10
1 6/13/2019 BO1 TYPE 1 #1 0.00
2 C1 16 12 5.50 12.00 792.00
3 8 61 1.03 12.00 753.96 753.96
4 8 31 1.50 12.00 558.00 558
5 BO1 TYPE 1 #2 C1 16 12 5.50 12.00 792.00
6 8 61 1.03 12.00 753.96 753.96
7 8 31 1.50 12.00 558.00 558
8 BO2 TYPE 2 #1 C1 16 12 5.50 12.00 792.00
9 8 61 1.03 12.00 753.96 753.96
10 8 31 1.50 12.00 558.00 558
11 BO1 TYPE 1 #1 C1 16 12 5.50 12.00 792.00
8 61 1.03 12.00 753.96 753.96
8 31 1.50 12.00 558.00 558
16 12 5.50 12.00 792.00
BO1 TYPE 1 #2 C1 8 61 1.03 12.00 753.96 753.96
8 31 1.50 12.00 558.00 558
16 12 5.50 12.00 792.00
BO2 TYPE 2 #1 C1 8 61 1.03 12.00 753.96 753.96
8 31 1.50 12.00 558.00 558
0.00
0.00
0.00
0.00
10.75
Length of Reinforcement Dia Wise (in Mtr) Total Calculation
Total
Total used
Type used Weight Total On
12 16 20 25 32 Nos Dia Length (Kg) Site Unused
10 mm 0.00 0.00
792
12 mm 0.00 0.00
20 mm 0.00 0.00
792
25 mm 0.00 0.00
Side in
S.NO. Date Detail Type Type Nos Length
Each
1 B01 Column 5L 1 1 4 0.60
BEAM 2 2 4 4
Net Total
(m2) = Ft2 =
68.80 740.1779
Height/ Total (m2)
Depth
2.00 4.80
2 64.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CONCRETE
Total
M25/M2 Total PCC
Height M25/M20 (m3) = 5868.30
(m3)
0 (m3)
0.10 596.39 PCC (m3) = 1862.73
0.30 1395.45 Total 7731.03
1.05 483.26
0.10 298.20
0.30 697.73
1.05 241.63
0.10 596.45
0.30 1395.45
1.05 483.26
0.10 298.22
0.30 697.73
1.05 241.63
0.10 35.65
0.10 28.90
0.10 8.93
0.30 64.91
0.30 44.55
0.30 7.29
1.05 115.41
BRICK WORK
S.No. Description Type Nos Length Width Height Total (m3)
Total (m3)
1 Example Wall 2 30.15 0.95 0.27 15.47 Bricks =
0.00
0.00
0.00
0.00
15.47
7300.4
here I use 472 bricks in 1m3, you can change.