Material

Sand
Aggregate crushed 12/20 mm
Cement
fly ash
Material Wastage

machinary cost
Mixing machinary charges
Shuttering charges material
Tools
needle vibrator
Testing charges
Labour charges
Mixing and placing labour charges
Shuttering labour charges
Curing
Cost including Labour charges
site over heads
PF and ESIC
Insurance
Safety Mesurments and Equipments to labour
Cost including ehs & safty
head office ovher head
Contractor's Profit
Total cost
 Excavation in soft soil (1 m3)
Material quantity per unit

Royaltee charges 1

Material Wastage/ additaional excavation

machinary cost
JCB ( 15 -20 cum per hr ) 0.050
Shoring and strutting
Tools 1
Dewatering 1
transportaion tractor 1
Testing charges sbc 1
Labour charges
labour for cleaning pits 200 rs per pit 1
pit ex = 4.05cum
sub total
overheads
site over heads 2%
PF and ESIC ( 24 % +6 %) 30%
Insurance 2%
Safety Mesurments and Equipments to labour 3%
Cost markups
head office ovher head 3%
sub total
Contractor's Profit 10%
Total cost
additional factor (for materail carrying )
additional if mes. Is paid on pcc area basis 0.000

Diffrence due to PCC

mesumerment of excavation will be given on PCC area
working space Is 1200 300 mm

pit 1.5*1.5*1.8 2.1

pcc size is 1.5*1.5 *1*8 1.5
lumsum pit in 1000 rs
bottom pit size 1.5*1.5*1.8
actaul excavated size will be allowed for billing
2.1*2.1*1.8 7.938

3 lbours 4 pits cleaning ( 1.5*1.5*1.8) pit size 16.2

3*500=1500
unit Rate Amount

265.0177 265.0177

add

add

hr 800.00 40.00
m2
m3 0.02 0.80 0.8
m3 29.63 29.63
m3 44.17 44.17
m3 12.35 12.35 24.691

m3 49.38 49.38 200/4.05

176.33

3.526553
14.81481

5.289829

5.289829
205.25
20.52487
225.77
0 100/2.83 35.33
0
246.2984

2.1 1.8 7.938 cum actual excavtion volume

1.5 1.8 4.05 cum billing
 Ex voulme
excaveated

246.9136

1000/7.938 125.976316453

1500
 0.05

ex in all kind of soils by mechnical means uo to levelof 2 m

including dewatring structiig shoring etc complete
you will have to carry out materail upto 100 m Trctor

mwsuerment of excavation will be on the baisi of pcc area 2500/d

IS 1200 20 trips 50
50

dewatering calculatng hp/hr rate 3000 per motnh 5hp 120

15
SBC is tested 5000 per sample 10000 24.69136
Total excavation 100*1.5*1.5*1.8 405
lumsum 200 rs per pit if pit size is 1.5*1.5*1.8
4.05

1oo cum =125 cum of loose soil

if exc 1 cum 1.25-1.4 cum 35.33569
we assume 1 brass cft 100 cft = 2.83 cum
100 rs per trip of 1 brass =2.83 cum

actual excavtion volume

7.938-4.05= 3.88

1865.43
460.6

911.8
225.135802469136
460.135802469136

16.2

92.5925925925926
 2.834 cum

2.268 cum
80-100 cft

1 brass =100cft =2.83cum

day 120 rs/per day

hp per hr 1.5*1.5*1.8 4.05 cum
20 18.52
Murum filling by contractor murum

MATERIAL COST

MATERIAL QTY
Murum Royalti charges 1
cost material 1

Add 25% for compaction factor

Add 30% labour cost for compaction and watering

PF Esic

Add 27% O.H.& Proffit

UNIT RATE AMOUNT
CUM 477.03 477.03
cum 0 0.00 450 brass
477.03
119.26
596.29
178.89
53.67
775.18
209.30
RATE PER CUM 984.47
159.011
 ANALYSIS OF RATES

BASIC RATES OF MATERIAL

S.NO. MATERIAL RATE

1 CEMENT 265.00
2 SAND 1413.43
2a crush sand 883.39
3 METAL
6 mm 706.71
10 mm 706.71
20 mm 812.72
4 BRICKS 5.50
5 dubber for ucrs 400.00
hand broken 80mm 706.71
soling 353.36
6 MURUM 141.34
7 STEEL
(a) M.S. 32500.0
(b) TOR 34000.0

OVER HEAD CHARGES

1 WASTAGE
2 TOOLS & PLANTS
3 WATER & ELECTRICITY
4 SECURITY , SAFTEY &INSURANCE
5 SITE ESTABILISHMENT
6 Office STAFF AND site staff
7 CONTRACTOR PROFIT
TOTAL O.H. & PROFIT =

machinary rate per hour or day

1 JCB 650
2 porclain 1500
3 porclain with breaker 2200
4 tractor 1000-1500
5 tipper 2000-3000
6 Hywa 4000-5000
7
S OF RATES

Rtaes in brass
UNIT
BAG
CUM 4000/brass
CUM 2500/brass

CUM 2000/brass
CUM 2000/brass
CUM 2300/brass
NO 5.5/no
CUM
cum 2000/brass
cum 1000/brass
CUM 800/brass

M.T.
M.T.

3%
2%
3%
2%
2%
5%
10%
27%

per hr
per hr
per hr
per day
per day
per day
 Specific rate analysis
Material quantity per unit unit

Royaltee charges 1
Material Wastage/ additaional excavation

machinary cost
JCB ( 15 -20 cum per hr ) 8.000 hr
Shoring and strutting m2
Tools 75 m3
Dewatering 1 m3
transportaion tractor
Testing charges sbc 1 m3
Labour charges
labour for cleaning pits 12 no

sub total
overheads
site over heads 2%
PF and ESIC ( 24 % +6 %) 30%
Insurance 2%
Safety Mesurments and Equipments to labour 3%
Cost including ehs & safty
head office ovher head 3%
sub total
Contractor's Profit 10%
Total cost
Rate Amount

ex size no of pits
0 0 2.1*2.5*1.2 12 75.6

assume 75

1000.00 8000.00 106.667

75 cum
1.50 112.50
0.00 0.00 actual consumption of JCB wil 4-5

0.00 0.00

200.00 2400.00

10512.50

210.25
0 150 per brass manula excavation
53.00353357 cum
315.375

315.375
11353.50
1135.35
12488.85 166.518

249.777
 1 2-2.5 3-3.5 for maharashtra

c s a
5.5 1 1.5 3 IS

0.182 0.27273 0.54545 1

1.42 0.25818 0.38727 0.77455 1.42
bags 7.43564

1440 1 BAG
50 0.03472

0.52 1500

450 0.3 0.075

98.5
 98.7

125

600
475
for maharashtra

Satndard Nomimal
wet Dry
1 1.42 42% 52% concrete
20% 25% mortar

1 1000 liter

10 lite 0.01

0.375

98.52

98.750 PCC top

98.580

0.170
 98.6

2500 cum