Rate analysis road work in Estimation & Rate Analyisis ANALYSIS OF RATES RATES OF ITEM OF WORK DEPENDS ON THE FOLLOWING CRITERIA WHAT IS ROAD WORKS LAYERS SCHEDULE RATES NUMERICAL

1. RATE ANALYSIS
OF ROAD WORK
JAPTYESH SINGH JASPAL(CO18229)
SARTHAK PUNJ(CO18248)
in ESTIMATION & RATE ANALYSIS
Submitted to:
MOHAMMAD SAKIB PERWEZ KHAN SIR

2. INDEX
 ANALYSIS OF RATES
 RATES OF ITEM OF WORK DEPENDS ON THE FOLLOWING
CRITERIA
 WHAT IS ROAD WORKS
 LAYERS
 SCHEDULE RATES
 NUMERICAL

3. ANALYSIS OF RATES
 The determination of rate per unit of a particular item of work from the cost
of quantities of materials, the cost of labourers and other miscellaneous
expenses required for Its completion is known as analysis of rate.
 A reasonable profit, usually 10% For the contractor is also included in the
analysis of rate. Rates of materials are usually taken as the rates delivered at
the site of work and include cost at origin, cost of transport, railway freight if
any, taxes, etc. Cost of transportation is also added if the material is carried
from distant place, more than 8km(5miles).

4. Rates of item of work depends on the
following-
 Specifications of work and materials, quality of materials, proportion of
mortar, etc.
 Quantities of materials and their rates, number of different Types of labourer
and their rates.
 Location of site of work and its distances from the sources of materials and
the rate of transport, availability of water.
 Profits and miscellaneous and overhead expenses of contactor
 Overhead costs- Overhead costs include general office expenses, rents, taxes,
supervision and other costs which are indirect expenses and not productive
expenses on the job.
1)General overheads- Rent and taxes, Establishment (Office staff)
2)Job overheads- Supervision, Repairs, Workers insurance, Losses on advance

5. ROAD WORKS
 work done in constructing or repairing roads is known as road works
LAYERS
 Subgrade Earthwork (Embankment)
 Sub base (GSB)
 Base (WBM,WMM)
 Binder course
 Surface Course

6.  Typical cross section of a flexible
pavement
 Typical Cross section of Rigid pavement

7. SUBGRADE EARTHWORK
 subgrade is the native material underneath a constructed road, pavement
 It is also called formation level.
 The term can also refer to imported material that has been used to build an
embankment

8. SUB BASE (GSB)
 The granular subbase forms the lowest (bottom) layer of the
pavement structure, and acts as the principal foundation for the
subsequent road profile, provides drainage for the pavement
structure, and protects the structure from frost.

9. BASE COARSE
 The base course or basecourse in pavements is a
layer of material. It is located under the surface
layer consisting of the wearing course and
sometimes an extra binder course
 It has two methods
1. Water Bound Macadam. It is the layer of broken
stone aggregates bound together by stone dust or
filled by screening material and water applied
during construction and compacted by heavy
smoothed wheel roller.
2. Wet Mix Macadam laying method contains of laying
spreading and compacting of clean, crushed, well-
graded granular materials on a prepared Sub base.

10. BINDER COURSE
 a coarse aggregate bound with bitumen between the foundation and the
surface course of a pavement.
 Some of its types are
Dense Bituminous Macadam
Bituminous macadam
Bituminous concrete
Semi dense Bituminous Concrete

11. SURFACE COURSE
 Surface course or wearing course is the top most layer of flexible pavement
which has direct contact with the vehicular loads

12. DELHI SCHEDULE RATE VOL 2 (2018)
 0001 Hire charges of Coaltar Boiler 900 to 1400 litres day 800.00
 0002 Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper day 800.00
 0003 Hire charges of Diesel Road Roller - 8 to 10 tonne day 3000.00
 0101 Bhisti day 617.00
 0113 Chowkidar day 558.00
 0114 Beldar day 558.00
 0370 Coal (steam) quintal 440.00
 1179 Crushed stone 2.36 mm to 12.5 mm size cum 900.00
 1235 Diesel litre 73.50
 2903 Stone chippings/ screenings 4.75 mm nominal size cum 1400.00
 2904 Stone chippings/ screenings 150 micron nominal size cum 1400.00
 2910 Stone chippings/ screenings 12.5/ 13.2 mm nominal size cum 1150.00
 2911 Stone chippings/ screenings 10/ 11.2 mm nominal size cum 1150.00
 2916 Paving Asphalt VG 10 of approved quality tonne 24000.00
 0982 Coarse sand (zone III) cum 1350.00
 9999 Sundries L.S. 151.00

13. NUMERICALS

14. Particulars Qntty or Nos. Rate Cost
Rs. P
Materials-
Stone chips (grit) 20 mm (3/4") gauge @ 1.35 cum % sq m
Asphalt 80/100 @ 220 kg % sqm including 2.5%
wastage(transported to road side)
Labour-
Mazdoor(beldar) for brushing and cleaning road surface
Mazdoor(Beldar) for heating and spraying asphalt
Mazdoor(beldar) for roling and brushing chips
Hire of Tar boiler @6sq m per day (about9, kmm per day for
3.7m wide road)
Fuel Fireweood for heating asphalt @ 4 quintal per tonne of
asphalt (for coal take 2 q per tonne of asphalt)
Hire of roller @600sq m per day (including driver and fire man
or cleaner and coal/diesel)
Sundries, T and P, brushes, etc.
1.35cu m
0.22 tonne
4 nos.
4 nos.
0.5 nos.
8.5 nos.
1/6 day
0.88 q
1/6 day
Lump sum
1400.00 per cum
24000.00 per tonne
558 per day
800 per day
73.50 per q
3000.00 per day
150.80 L.S.
1890
5280
4743
135
64.68
500
150
Total 12087
1. Bituminous Painting or Surface Dressing First Coat- unit 1 sq m. Take 100 cu m

15. Particulars Qntty or
Nos.
Rate Cost
Rs. P
Material
Stone chips 12mm gauge @0.75 cu m % sq m
Asphalt 80/100 @120kg % sq m including 2 1/2 % of wastage
(transported to road side)
Labour
Mazdoor for heating and cleaning road surface
Mazdoor for brushing and spraying asphalt
Mazdoor for spreading stone chips
Mazdoor for rolling and brushing chips
TOTAL-
Hire of tar boiler @800 sq m per day
Fuel fire wood @ 4 quintal per tonne of asphalt
Hire of roller @ 800sq m per day
Sundries,brushes etc
0.75 cu m
0.22 tonne
2 nos.
1.5 nos.
1.5 nos.
0.5 nos.
5.5 nos.
1/8 day
0.48q
1/8 day
Lump sum
1150.00 per cum
24000.00 per
tonne
558 per day
800 per day
73.50 per q
3000.00 per day
150.80 L.S.
862.5
5280
3069
100
35.28
375
150
Total 9870
2. Bituminous Painting or Surface Dressing Second Coat – unit 100 cu m Take – 100 sq m.

16. Particulars Qntty or Nos. Rate Cost
Rs. P
Material
Tack coat-
Binder asphalt,shelmac @100kg % sqm +2 1/2 % of
wastage =102.50kg
Carpet-
Stone chips 12mm passing 20 mm mesh and retained on
10 mm mesh @ 1.8 cu m% sq m
Stone chips of 10 mm passing 12 mm mesh and retained
on 3 mm mesh @ 0.9 cu m % sqm
Binder asphalt , shelmac @56 kg per cu m of chips +2 1/2
% of wastage =155 kg
Sand for flushing,coarse sand @0.3 cu m % sqm
Labour
Mazdoor for brushing and cleaning surface
Mazdoor for heating and applying asphalt for tack coat
Mazdoor for heating,mixing and spreading asphalt chip
mix carpet
Mazdoor for flushing sand and rolling
TOTAL
Hire of tar boiler @500sqm per day
Fuel firewood @4 quintal per tonne of asphalt
Hire of roller @500sqm per day
Hire of mixer @500sqm per day
Sundries,brushes etc
0.1025 tonne
1.80 cu m
0.9 cu m
0.155 tonne
0.3 cu m
4 nos.
2 nos.
8 nos.
1no.
15nos.
1/5 day
1.5q
1/5 day
1/5 day
L.S.
24000 per tonne
1400.00 per cum
1150.00 per cum
24000 per tonne
1350.00 per cum
558 per day
800.00
73.50 per q
3000.00 per day
800.00 per day
150.80 L.S.
2460
2520
1035
3720
405
8370
160
110.25
600
160
150
Total 19700
3. 20 mm Thick Premix Chipping Carpet or Bituminous Road– unit 1 cu m Take – 100 sq m.

17. Particulars Qntty or Nos. Rate Cost
Rs. P
Material
Sand coarse @0.75 cu m
Binder asphalt,shelmac @ 128kg per cu m of sand +2 1/2 % of
wastage =98.4 kg
Labour
Labor for heating,mixing and applying seal coat
Roller,tar boiler,mixer and fuel may br on the basis of 1000 sq
m per day
Sundries etc
0.75 cu m
0.098 tonne
4 nos.
1/10
L.S.
1350.00 per cum
24000 per tonne
558 per day
3000.00 per day
150
1012
2352
2232
300
150
Total 6050
4. Seal Coat of Premic sand(coarse sand and Asphalt) – unit 1 sq m. Take – 100 sq m.

18. Particulars Qntty or Nos. Rate Cost
Rs. P
Material
Tack coat-
Binder asphalt,shelmac @100kg sqm + 2 1/2 % of
wastage
Premix carpet-
Stone chips 20mm and down @ 3 cu m% sqm
Binder asphalt,shelmac @64kg per cu m of chips + 2
1/2% of wastage=196.8 kg
Sand flushing,coarse sand @0.45 cu m %sqm
Labour
Mazdoor for brushing and cleaning surface
Mazdoor for heating and applying asphalt for tack coat
Mazdoor for heating,mixing and spreading asphalt chip
mix carpet
Mazdoor for flushing sand and rolling
TOTAL
Hire of tar boiler @500sqm per day
Fuel firewood @4 quintal per tonne of asphalt
Hire of roller @500sqm per day
Hire of mixer @500sqm per day
Sundries etc
1.1025 tonne
3.0cum
0.197 tonne
0.45 cu m
4 nos.
2nos.
8nos.
1nos.
15nos.
0.2 day
1.5 q
0.2 day
0.2 day
L.S.
24000 per tonne
1400 per cum
24000 per tonne
1350.00 per cum
558 per day
800.00
73.50 per q
3000.00 per day
800.00 per day
150.80 L.S.
+
26460
4200
4728
607.5
8370
160
110.25
600
160
150
5. 2.5cm (1”) Thick Premix Bituminous Road or Bituminous Macadam Road – unit 1 cu m
Total 41290

19. Particulars Qntty or Nos. Rate Cost
Rs. P
Mazdoor for preparation of surface to camber add
roughening existing surface
Mazdoor for mud walling
Mazdoor laying and hand picking ballast
Mazdoor for carrying ballast from stack
Mazdoor for rolling
Mazdoor for binding surface
Mazdoor for likh katai
Mazdoor for making and maintaining service roads
Total
Bhisti
Chaunkidar
Hire of roller
Coal
Sundries etc
12 nos.
6 nos.
18 nos.
16nos.
4nos.
4nos.
2nos.
4nos.
68 nos.
10nos.
2nos.
2 days
8.5 q
L.S.
558 per day
617.00 per day
558.00 per day
3000 per day
440 per q
150.80 L.S.
37944
6170
1116
6000
3740
150
Total 55120
6. Laying and Consolidation of Stone Macadam – unit 1 cu m. Take 100 cu m.
(225m length of 3.7m wide road, 12cm thick loose layer)

20. Particulars Qntty or Nos. Rate Cost
Rs. P
Mazdoor for preparation of surface with criss cross
marks to camber
Mazdoor for opening stocks and sorting kankar
Mazdoor for mud walling
Mazdoor for laying and packing kankar
Mazdoor for carrying kamkar from stack
Mazdoor for ramming kankar
Mazdoor for binding surface
Mazdoor for likh katai
Mazdoor for making and maintaining service road
TOTAL
Bhisti
Chaunkidar
Sundries etc
12 nos.
12nos.
6 nos.
12 nos.
12nos.
36nos.
2nos.
2nos.
4nos.
98 nos.
10nos.
2nos.
L.S.
558 per day
617.00 per day
558 per day
150.80 L.S.
54684
6170
1116
150
Total 62120
7. Laying and Consolidation of Kankar – unit 1 cu m. Take 100 cu m.
(225m length of 3.7m wide road, 12cm thick loose layer)