Item - 31.01 (a) common excavation

Effecinecy factor 1

output 32.14 M3/hr

Factor

(A) Material

0.00 A

(B) Labaour

Construction Foreman Hour 1 0.50 109.63 54.82

Equipment Operator II Hour 1 1.00 128.40 128.40

Helper I Hour 4 1.00 110.63 442.52

Equipment Operator I Hour 1 0.50 49.87 24.94

Surveyors Hour 1 0.50 109.14 54.57

Laborers Hour 7 1.00 9.68 67.76

773.00 B

( c ) Equipment

Excavator, wheel type Hour 1 1.00 729.57 729.57

Total Station Hour 1 0.50 50.00 25.00

Light vehicle Hour 1 0.50 125.00 62.50

Hand Tools Hour 1 1.00 5.00 5.00

Dump Trucks Hour 2 1.00 705.02 1410.03

2232.10

3005.10 C

Cost / M3

93.50 D

project overhead 0 % 0.00 E

Hq over head / contractor's profit 0 % 0.00 F

93.50

93.50Unit cost / M3 =

Total of A

Total of B

Total of C

Total cost = A + B + C =

Total cost = D + E + F =

Soft Exavation 0 to 1.5m depth

Item

No. Unit Qty

UtilizationRate cost