Page No.
S.No. Particular
From To
A Road Part
1 Check List
2 Technical Reports
3 General Abstaract
4 Reports and Specification
5 Soil Investigation
6 Design of crust thickness
7 Details of Curve
8 Curve Design
9 TBM List
10 Plan & L -section
11 X-Section
12 E/w Calculation sheet
B CC Pavement
1 Details of CD Part & Proposed CD structure
2 Drawing
3 Details of Quantity
4 Calculation Sheet
C CD Structure
CHECK LIST IN DPR
Name of work : (Length- Km)
1 GENERAL POINT
1.1 Name of Circle
1.2 Name of Division
1.3 Name of Sub Division
1.4 Classification of Road
whether standard adopted accordingly as per MORTH & H
1.5 Specification
1.6 Type of Terrain
1.7 Length of Road
1.8 Total No. of CD work proposed
1.9 No. of culvert & span
1.10 No. of Cause way
1.11 Estimated Amount
1.12 Rates
2 FORMATION
2.1 Nature of Soil
2.2 Proposed average height of embankment
2.3 Proposed formation width
2.4 Proposed average depth of cutting
2.5 Maximum height of embankment & its length
2.6 Maximum Depth of embankment & its length
2.7 Side slope in embankment
2.8 Side slope in cutting
2.9 Total quantity of E/w in ordinary soil
2.10 Total quantity of E/w in filling
2.11 Total quantity of E/w in cutting hard soil
2.12 Total quantity of E/w of cutting utilized on filling
2.13 whether embankment needs protection
3 CARRIAGE WAY
3.1 Carriage way width
3.2 Design speed
3.3 Gradient maximum provided
3.4 Camber in carriageway way
3.5 Slope in Shoulder
3.6 Super elevation
whether minimum sight distance available both in
3.7 horizontal & Vertical curve
3.8 whether Design of horizontal & Vertical curve Enclosed
what CBR values of sub grade soaked & un-soaked and at
moisture content just after rainy season Present traffic
intensity and likely increased in a next 10 years in terms of
3.9 C.V. above 3 tones capacity per day.
3.10 Sub - base nature of material & thickness
3.11 Base Course nature of material & thickness
3.12 Wearing Course
4 Drawing
4.1 Index Map
4.2 Quarry Chart
4.3 Lead Chart
4.4 Linear Chart
Plan Bearing of every change point curves duly marked
with design data location of CD work plan of Nalla ,
4.5 Diversion of flow and size of structure duly marked of plan
L-sec
H- 1 cm
4.6 V - 1 cm
4.7 Gradient
4.8 classification of Soil
4.9 Cutting/Filling
4.10 Nature of Soil
4.11 Ground Level
5 C.D. Work
5.1 Location
5.2 Skew/Normal
5.3 Design Discharge
5.4 waterway Provided
5.5 Design of Load
5.6 Design of Abutment
5.7 Design of Pier
5.8 Design of wing wall
5.9 Design of Cut of wall
5.10 Design of Approach slab
5.11 Design of Deck slab
5.12 Ref. if any standard design has been
5.13 whether there are any deviation from
5.14 Type of wearing coat
5.15 Type of Masonry
5.16 Pier cap reinforces plain CC
5.17 whether weep holes provided
5.18 whether rain water spout provided
5.19 Parapet wall/Railing
6 DRAWING (C.D. Work)
6.1 Site Plan scale
6.2 Contour plan
6.3 L-sec of Nalla
6.4 x-sec of Nalla
6.5 Trial Pit
6.6 Plan of Structure
6.7 section of Structure
6.8 Details of Abutment
6.9 Details of Pier
6.10 Details of RCC Slab
7 LAND ACQUISITION
Land width & Area Required as per category of road given
7.1 MP PWD.
7.2 Existing land width or Area Availability
7.3 Extra land width or Area Required
7.4 Provision for L.A. in the estimate
8 SPECIFICATION ENVIRONMENTAL MANAGEMENT PLAN
8.1 Land clearing and operation
8.2 Cut,Fill and and embankment construction
Establishment of construction camp , Temporary office
8.3 and storage area
8.4 Traffic Movement
Soucing of construction material (Soil , River , Sand
8.5 /Crusher sand , Aggregates)
8.6 Loss of Productive Soil , erosion and lavel use change
8.7 Hydrology and Drainage
8.8 Compaction and contamination of soil
8.9 construction debris and waste
8.10 Air and Noise quality
8.11 Biological environment and tree planting
8.12 Ground water and surface water quality and availability
Occupational safety and helth hazards at work and camp
8.13 sites
9 MISCELLANEOUS
9.1 Provision for sign & Caution
9.2 Provision for Km Hectometer & Boundary stone taken
9.3 whether provision for Diversion
R
th- Km)
T PLAN
