Civil Engineering

Laboratory Details of Civil Engineering

CIVIL LABoratory Details
STRUCTURAL DYNAMICS LAB

  • Number of PC’s : 6
  • Configuration : Desktop PC Apple Make Processor Intel(R) Core(TM) i5-5250U CPU@1.60GHz 1.60GHz, RAM 8.00GB, System Type 64-bit Operating,x64-basedprocessor,
  • Pen and Touch No pen or touch input in available for this Display
List of Software installed on all Computers:

  • All Microsoft License Software ( Microsoft Developer Network Academic Alliance)
    e.g. Net, Share point, Office, MSSQL etc.
  • MATLAB
  • AutoCAD
  • SAP2000 vs.14
  • STAAD Pro. V8i
No. of Equipments available in the laboratories

  • of Equipments : 02
  • Core Drilling Machine:3 Core drilling bit 21.46 mm, 35mm and 50mm, 150mm length.
  • Horizontal Shake Table : Pay load capacity of 30 kg with 12 different models.
  • Lab utilization (Area of the Laboratory)
  • 11 Sq.M
  • Lab In-charge Details :
  • S. S. Sanghai (Assistant Professor)
FLUID MECHANIC – I LAB

S. N.

Name of equipment

Specification

1

Radial Piston Pump

Datacone,Sangli

2

Hydraulic Circuit Trainer

Datacone,Sangli

3

Bernoulli’s Apparatus

EME Mfg,Roorkee

4

Impact Jet Apparatus

EME Mfg,Roorkee

5

Flow Around Immersed Body Center of Pressure Apparatus

EME Mfg,Roorkee

6

Rectangular Notch (Closed circuit)

EEE,Mushi,Pune

7

Triangular Notch Apparatus (Closed Circuit)

EEE,Mushi,Pune

8

Orifice & Mouthpiece Apparatus (Closed Circuit)

EEE,Mushi,Pune

9

Losses In Factor Apparatus (FMC-09Closed circuit)

EEE,Mushi,Pune

10

Venturimeter & Orificemeter Apparatus (FCC-09Closed Circuit)

EEE,MushiPune

11

Renold's Apparatus

EME Mfg,Roorkee

12

Minor Losses App. (NEW)

EIE instruments

13

Orifice Meter Apparatus (New)

EIE instruments

Practicals Conducted in Laboratory

Fluid Mechanics-I

Expt. No.

Name of Experiment

1

To verify Bernoulli’s theorem

2

To determine the coefficient of discharge of Venturimeter

3

To determine the coefficient of discharge of Orifice meter

4

To determine the coefficient of discharge of Rectangular Notch

5

To determine the coefficient of discharge of Triangular Notch

6

To determine the coefficient of discharge of an orifice of a given shape. Also to determine the coefficient of velocity and the coefficient of contraction of the orifice and mouth piece.

7

To verify the momentum equation using the experimental set-up on diffusion of submerged air jet.

8

To determine the variation of friction factor ‘f’ for turbulent flow in commercial pipes.

9

To study the transition from laminar to turbulent flow and to determine the lower critical Reynolds number.

10

Pipe network problem based on manually

11

To determine the metacentre & metacentric height of the given apparatus assembly.

FLUID MECHANIC – II LAB

Configurations available in the laboratory : W-10B

S.N.

Name of equipment

Specification

1

Steel rule

Bridge Mtg,Nagpur

2

Steel Scale

Mah.Trdg.corp ,Nagpur

3

Centrifugal pump Test Rig

Datacone,sangli

4

Oil Can

Mah.Trdg.corp , Nagpur

5

Pelton Turbine Test rig

Datacone,sangli

6

Francis Turbine Test Rig

Datacone,sangli

7

Digital Tachno meter & Stop watch

Uptech Engg., Nagpur

8

Tilting Flume

EME, Roorkee

9

Hele Shaw Apparatus (Closed Circuit)

EEE,Mulshi,Pune

10

Electric Starter

13Amp/315 volts

11

Spring Balance

Circular type

12

Pipe friction factor apparatus

EIE Instruments

13

Reciprocating Test Rig

JP Techno, Nagpur

  • No.of Equipments: 26
  • Lab utilization/Area of Lab : W-10A=113m2, W-10B= 105m2
  • Practicals Conducted in Laboratory
  • List of softwares installed in laboratory : NIL
  • Lab incharge details: Prof. N. H. Pitale

Expt. No.

Name of Experiment

1

To determine streamline patterns of streamline flow around immersed bodies (Hele Shaw).

2

Determination of Darcy – Weisbach friction factor for given pipes.

3

Determination of performance characteristics of Centrifugal Pump.

4

Determination of performance characteristics of Reciprocating Pump.

5

Determination of performance characteristics of f Fransis Turbine.

6

Determination of performance characteristics of Pelton Wheel Turbine.

7

Determination of Manning’s or Chezy’s constant for open channel.

8

To determine Gradually Varied Flow Profiles.

9

Determination of Froude’s number by hydraulic jump in a horizontal rectangular channel.

10

Design of pipe networking analysis.

11

To Determine Minor Losses for flow through pipes fittings.

12

To Determine Minor Losses for flow through pipes fittings.

PROJECT LAB (C-21)

  • Name of the Laboratory : Project Laboratory (C-21)
  • Configuration of the equipments/ Configuration available in the laboratory
  • Apple mk Desktop pc Windows 8.1 pro
  • Processor : Intel(R)Core(TM)i5-5250U CPU @1.60 GHz
  • Installed memory (RAM) :8.00(7.87 GB Usable)
  • System Type: 64-bit operating system, X64-based processor
  • equipments/ Configuration available in the laboratories
  • Apple computer -30Nos
  • UPS-01
  • D-Link 24 switch port-das 1024c-2nos
  • UPS – Liebert Power Backup 6kv - 16
  • Lab utilization(Area of the Laboratory)-68Sq-m
  • Project/ Practical conducted in the Laboratory.
  • Building Design and Drawing
  • SAP-2000
  • STAAD-Pro
  • C++ Practical
  • Lab In-charge Details ;- Dr B. V. Khode
  • List of the Software available or installed in the laboratory.
1

AutoCAD-2004 Software

5-User

2

Struds-2005 Software

5-User

3

AutoCAD-2006 Software

16-User

4

Staad-Pro-2007

1-user

5

SAP-2000 Software (version15)

Educational Software-01 NICEE, Kanpur

6

ETABS-2000 Software (version 9)

Educational Software-01 NICEE, Kanpur

STRENGTH OF MATERIAL LABORATORY

  • Photograph of the Laboratory
  • Name of the Laboratory :- STRENGTH OF MATERIAL LABORATORY
  • Configuration of the equipments/ Configuration available in the laboratory
  • equipments/ Configuration available in the laboratories :- 07
  • Lab utilization(Area of the Laboratory) = 18.25m X 08.45m =154.25m2
  • Project/ Practical conducted in the Laboratory. :- Third Semester Civil Engineering
  • List of the Software available or installed in the laboratory. :- No
  • Lab In-charge Details :- Mr. Kuldeep Dabhekar
Particular / Name of Item

Specification / Make

Computerised Compression Testing Machine

UTM100PC

Torsion testing machine

FTT 20

Rock well Cum brinell machine

TRB 250

Izod Impact testing machine

FIT 300 u

Helical spring testing machine

2000KG

Deflector of beam

5KG

Digimatic Vernier Caliper

0.001mm

STRUCTURAL ANALYSIS LABORATORY

  • Photograph of the Laboratory
  • Name of the Laboratory :- STRUCTURAL ANALYSIS LABORATORY
  • Configuration of the equipments/ Configuration available in the laboratory

Sr. No

Particular / Name of Item

Specification / Make

1

Diffused light research polariscope

12diffiussed light research polariscope

2

Column & strut apparatus

5KG

3

Maxwell’s reciprocal theorem

5KG

4

Portal frame

--

5

Two hinged arch apparatus

--

6

Slope & deflection apparatus

--

7

Strain gauge indicter

Electrical Type

8

Deflection truss apparatus

--

9

Begs deformation set

--

10

Cantilever Beam

5KG

11

Elastically coupled beam apparatus

5KG

  • equipments/ Configuration available in the laboratories :- 11
  • Lab utilization (Area of the Laboratory) = 25m X 08.45m =154.25m2
  • Project/ Practical conducted in the Laboratory. :- Sixth Semester Civil Engineering
  • List of the Software available or installed in the laboratory. :- No
Lab In-charge Details :- Mr. Kuldeep Dabhekar

Environmental Engineering Laboratory (C-18)

  • Name of the laboratory : Environmental Engineering Laboratory (C-18)
  • Configuration of the equipments in the laboratory:
Sr. No

Name of Equipment

Specification

1.

BOD Incubator

Capacity -9 lit

2.

Digital Turbidity meter

Range- 0 To 2000NTU

3.

Magnetic Stirrer

Max.Temp. 1000 C

4.

Bacteriological Incubator

Capacity-1100 C

5.

Single Distillation

Capacity-2 Lit

6.

Autoclave Portable

Capacity-1100 C

7.

Vacuum Pump

Kunal Tec. Services.

8.

Digital conductivity meter

Kunal Tec. Services.

9.

Dissolved Oxygen Analyzer

Range-0 to 20 ppm&Temp. compensation-10 to 500 C

10.

Digital pH meter

Capacity-0 To 14 pH

11.

Digital Flame Photometer

Range-0 To 100 ppm &Sensitivity-0-100 / For Full Scal.

12.

Water Bath Thermostatic Control

Range-0 To 300 C

13.

Digital Electronic Balance

(0.1 mg accuracy)

14.

Digital Electronic Balance (0.001mg accuracy)

1mg accuracy.

15.

Stack Monitoring Kit

Dust With Flow Velocities 1 to 30 m/sec.&Max.Pressure-150mm with Blower.

16.

Respirable Dust Sampler Model

Capicity-Glass Tube 4 nos. of 35 ml&FilterHolder-fiber with EPDM gasket

17.

Pelican Kelpus

Temp. 500 c to 4500 c

18.

Centrifuge

Max. speed (R4-C)-4000 rpm &Centrifuge Force-2350 g.

19.

Orbital Shaking Incubator (Remi)

Cis-24BL& RIS-24BL ,Max.Speed-250 rpm.

20.

C.O.D. Meter

Capacity-12 vial.,Range-120v &Wavelengths-430nm.

21.

Sound Level Meter

Range-70 dB& Switchable between 40-110dB ,50-120dB ,60-130 dB.

22.

Turbidity Meter

10 NTU std Sample Bottle, Extra Bottles.A.C.Power Adoptor.

23.

Jar Test

Six Stieer Model with Digital r. p. m. Metter&Capacity- 1-2 Ltr.

24.

pH – Meter (2 Nos.)

Range-4, 7 &9.20 pH By Electrods.

25.

Spectralab C.O. D. Digestor

Capacity-15 Vessels&Condensers At once.

26.

Pocket type pH Meter

Capacity-0 to 14 pH

27.

Single Distillation Plant

Capacity-1 Lit/Hour

28.

Pump peristaltic

Anti clockwise

29.

Gas analyzer

Estimate of gas

30.

LCD projector

SA0178AK shay Exim

31.

Labindia UV-VIS Spectrophotometer Model : UV 3000

Automatic 8 cell changer 10mm quartz cell UV-WIN software

32.

Muffle Furnace

300mm DX150 WX 150H mm

33.

Digital pH meter

3.5 LED display . Temp Manually operted

34.

Modular otta

L-500 mm , side cover 1380 mm, W- 750mm

35.

Single Distillation Plant

l litre/hour . Capacity 10 litre

36.

Digital Weighing Balance

Capacity : 220 gm ; Accurancy : 0.001 gm

37.

Kit Clorine

Water testing

  • equipments/ Configuration available in the laboratories : 37
  • Lab utilization (Area of the Laboratory) : 122.40 m2
  • Project/ Practical conducted in the Laboratory:
List of Practical :

Ext. No

Name of Practical

1.

Introduction to IS code 10500

2.

Determination of conductivity of given water sample

3.

Determination of chlorides in given water sample

4.

Determination of solids in given water sample

5.

Determination of turbidity of given water sample

6.

Determination of alkalinity – acidity of given water sample

7.

Determination of Dissolved Oxygen of given water sample

8.

Determination of hardness of given water sample

9.

Determination of residual chlorine of given water sample

10.

To perform jar test for determining the dose of coagulants

11.

Designing water treatment plant using software

12.

Open Ended Experiment

  • List of softwares installed in laboratory : NIL
  • Lab In-charge Details :
  • Name of Laboratory In-charge : Dr. Isha P. Khedikar
Geotechnical Engineering Laboratory (C-19)

  • Name of the laboratory : Geotechnical Engineering Laboratory (C-19)
  • Configuration of the equipments in the laboratory:
Sr. No.

Name of Equipment

Specification

01.

Casagrande grooving tool and gauge block

As Per IS 2720

02.

Compaction Test

As Per IS 2720

03.

Compaction Test

As Per IS 2720

04.

Core Cutter

As Per IS 2720

05.

Compression Proving Ring

As Per IS 2720

06.

Compression Tension Proving Ring

As Per IS 2720

07.

Dial Guage

As Per IS 2720

08.

Direct Shear Test Apparatus

As Per IS 2720

09.

GI Trays

As Per IS 2720

10.

Plastic Limit Kit

As Per IS 2720

11.

Pycnometer

As Per IS 2720

12.

Pan and Cover

As Per IS 2720

13.

Permeability Apparatus

As Per IS 2720

14.

Sieve Brass

As Per IS 2720

15.

Sieve Brass

As Per IS 2720

16.

Sieve Brass

As Per IS 2720

17.

Sieve Brass

As Per IS 2720

18.

Sieve Brass

As Per IS 2720

19.

Sieve Brass

As Per IS 2720

20.

Shrinkage Limit

As Per IS 2720

21.

Sand Pouring Cylinder

As Per IS 2720

22.

Swell Test Apparatus with Proving Ring

As Per IS 2720

23.

Unconfined Compression Tester

As Per IS 2720

24.

Liquid Limit Device

As Per IS 2720

25.

Frame spun Brass

As Per IS 2720

26.

Frame GI Sheet

As Per IS 2720

27.

Proving Ring

As Per IS 2720

28.

Oven

As Per IS 2720

29.

Sieve Shaker

As Per IS 2720

30.

Pycnometer

As Per IS 2720

31.

Sand Replacement Apparatus

As Per IS 2720

32.

Vane Shear Test Apparatus

As Per IS 2720

33.

Computer P4 Lenovo

As Per IS 2720

34.

Liquid Limit Device

As Per IS 2720

35.

Shrinkage Limit

As Per IS 2720

36.

Core Cutter Apparatus

As Per IS 2720

37.

Plastic Limit Kit

As Per IS 2720

38.

Procter compaction Mould

As Per IS 2720

39.

Standard Test Sieve

As Per IS 2720

40.

Computer P4 Acer

As Per IS 2720

41.

Casagrande grooving tool and gauge block

As Per IS 2720

42.

Core Cutter Apparatus

As Per IS 2720

43.

Sieve Brass

As Per IS 2720

44.

Sieve Brass

As Per IS 2720

45.

Sieve Brass

As Per IS 2720

46.

Apparatus Swell Test HS20.40, IS2720, 9 part XL

As Per IS 2720

47.

Apparatus Compaction Test

As Per IS 2720

48.

Unconfined Compressive Strength Test Machine

As Per IS 2720

49.

Laptops Dell Vastro

As Per IS 2720

50.

Plastic Limit Kit

As Per IS 2720

51.

Shear Box

As Per IS 2720

52.

Pycnometer

As Per IS 2720

53.

Triaxial test apparatus

As Per IS 2720

54.

Consolidation test apparatus

As Per IS 2720

55.

Permeability test apparatus

As Per IS 2720

56.

Soil Resistivity meter

As Per IS 2720

57.

Standard penetration

As Per IS 2720

58.

Vane shear test

As Per IS 2720

59.

Digital Soil Testing Kit

As Per IS 2720

60.

Sieve Shaker

As Per IS 2720

61.

CBR Testing Machine

As Per IS 2720

  • Equipments/ Configuration available in the laboratories : 61
  • Lab Utilization (Area of the Laboratory) : 122.40 m2
  • Project/ Practical conducted in the Laboratory:
  • List of Practical :
GEOTECHNICAL ENGINEERING I

Any ten may be performed

1.

Determination of Moisture content of given soil sample.

2.

Determination of Specific gravity of soil

3.

Grain size Analysis – (Sieve Analysis)

4.

Determination of Liquid Limits of given soil sample

5.

Determination of Plastic Limit of given soil sample

6.

Determination of Shrinkage Limit of given soil sample

7.

Determination of Permeability by constant head method.

8.

Determination of Permeability by falling head method.

9.

Standard Proctors test.

10.

Modified Proctors test

11.

Determination of Field Density by sand replacement method.

12.

Determination of Field Density by core cutter method.

13.

Open Ended Experiment

GEOTECHNICAL ENGINEERING – II

S.No

(Any Ten from the following List)

1.

Auger boring and soil sampling

2.

Standard Penetration test

3.

Dynamic cone penetration test

4.

Determination of pore water pressure

5.

Panning site investigations for a real life problem- project mode tests.

6.

In situ permeability test

7.

Determination of Free swell index and swell potential

8.

Determination of Swelling pressure of given soil sample.

9.

Unconfined compression test

10.

Direct shear test.

11.

Tri-axial compression test.

12.

Determination of California Bearing Ratio.

13.

Vane Shear Test

14.

Opened Ended Experiments

  • List of softwares installed in laboratory : NIL
  • Lab In-charge Details :
  • Name of Laboratory In-charge : Prof. S. D. Ghodmare
Concrete Technology Laboratory (C-20)

  • Name of the laboratory : Concrete Technology Laboratory (C-20)
  • Configuration of the equipments in the laboratory:
Sr. No.

Name of Equipment

Specification

01.

Compression Testing Machine

2000 KN Capacity

02.

Briquetle Mould

03.

Base Plate

04.

Thickness Gauge

05.

Length Gauge

06.

Cylindrical Metal Measure

07.

Mould Cast Iron

08.

Mould Steel Iron

09.

Guaging Trawel

150mm with base plate

10.

Guaging Trawel

150 mm with base plate

11.

Cement Spetula

12.

Crusing Value Apparatus

13.

Density Basket

14.

Cylindrical Muold

15.

Vicat's Apparatus

16.

Lee Chatelier Muold

17.

Cube Muold

Made up of C.I.

18.

Compaction Factor Apparatus

19.

Vee Bee Consistometer

20.

Vibrating Table

4 Cube mould

21.

Abrasion Testing Machine

With 11 Abrasive Charger

22.

G.I. Tray

23.

Weight

24.

Trowel

25.

Tri-Square

26.

Vicat's Apparatus

with dash pot

27.

Mortar Cube Mould

28.

Non Destructive Test Apparatus

With transducer 50 Hz

29.

Cube Muold

IS10086, 150 mm

30.

Beam Muold

IS10086, 100 x 100 x 500 mm

31.

Tamping Bar

32.

Needle Vibrator

25 mm diameter electric driven

33.

Slump Test Apparatus

IS7320

34.

Concrete Mixure

1 cu.ft. Capacity

35.

Cylindrical Muold

150mm X 300mm Base and Top Plate

36.

Flexure Testing Frame

100 KN pressure and hose

37.

Compress Meter

With digital dial guage

38.

Ghamela

39.

Pawada

40.

Digital Balance

Accuracy 5 gm, Capacity 50 kg.

41.

Mould Cube

150 mm IS10086 with base plate

42.

Longitudinal Compresometer

150 mm diameter

43.

Vicat Apparatus

44.

Rebound Hammer

L-type Suitable for Rock

45.

Air Permeability

Blain Type IS5516

46.

Longitudinal Compresometer

150 mm x 300 mm

47.

Mould Beam Base

48.

Electronics Balance

Accuracy 1 gm, Capacity upto 10 kg

49.

Accelerated Curing Tank

Capacity 6 Concrete Cube

50.

Tile Abrasion Testing Machine

With Abrasion charger

51.

L-Box

52.

V-Funnel

53.

Cube mould 150mm

ISI Mark with base plate IS10086

54.

Cube mould 70.6mm

With base plate

  • Equipments/ Configuration available in the laboratories : 54
  • Lab Utilization (Area of the Laboratory) : 95.58 m2
  • Project/ Practical conducted in the Laboratory :
List of Practical :

Exp. No.

List of Experiments

1.

To determine the Specific Gravity of aggregate by pycnometer method

2.

To determine Impact value of Aggregate

3.

To determine flakiness Index and elongation Index of Aggregate

4.

To determine Abrasion Value of Aggregate

5.

To determine Bulking of Sand

6.

To determine the Consistency of Cement by Vicat’s Apparatus

7.

To determine compressive strength of cement

8.

To determine the Workability of Concrete by Slump Test

9.

To determine Compressive Strength of Concrete

10.

Concrete Mix Design (Any one of the method)

OPEN ENDED EXERIMENT

1.

Modulus of Elasticity and Poisons ratio of the concrete

2.

To determine compressive strength of red oxide cement

  • List of softwares installed in laboratory : NIL
  • Lab In-charge Details :
  • Name of Laboratory In-charge : Prof. V. K. Gajghate
Transportation Engineering Laboratory (C-20)

  • Name of the laboratory : Transportation Engineering Laboratory (C-20)
  • Configuration of the equipments in the laboratory:
Sr. No.

Name of Equipment

Specification

01.

Abel Flash Point App.

Able oil cap with thermometer with brass

02.

Redwood No.1 Viscometer

03.

Filmstripping Device App.

04.

Softening Point Test App.

FHP electric motor driven stirrer electric heater with temperature regulator control

05.

Briquette Mould

Used in Ductility Machine

06.

Viscometer Ostwalds

07.

Softening Point Apparatus

FHP electric motor driven stirrer electric heater with temperature regulator control

08.

Penetrometer

Container and weight having penetration niddle

09.

Able Flash Point Apparatus

Able oil cap with thermometer with brass

10.

Ductility Testing Machine

Briquette Strutched @ 50mm/min

11.

Bitumen Extractor

Hand operator for Benzene and concrete Chips

12.

Aggregate Impact Tester

With blow counter

13.

Marshall Apparatus

50 KN, single speed, 4 inches diameter sample

  • Equipments/ Configuration available in the laboratories : 18
  • Lab Utilization (Area of the Laboratory) : 95.58 m2
  • Project/ Practical conducted in the Laboratory :
List of Practical :

Sr. No.

List of Experiments

  1. Test on aggregates (Any 05)
1.

Determination of flakiness index of aggregate.

2.

Determination of elongation index of aggregate.

3.

Determination of specific gravity of aggregate.

4.

Determination of crushing value of aggregate.

5.

Determination of abrasion value of aggregate.

6.

Determination of impact value of aggregate.

  1. Tests on Bituminous Materials (Any 05)
1.

Determination of softening point on bituminous sample.

2.

Determination of penetration on bituminous sample.

3.

Determination of stripping on bituminous sample.

4.

Determination of ductility of bituminous sample.

5.

Determination of viscosity of bituminous sample.

6.

Determination of flash point of bituminous sample.

7.

Determination of fire point of bituminous sample

OPEN ENDED EXERIMENT

1.

Traffic volume count

2.

Soil stabilization for road using SPT

  • List of softwares installed in laboratory : NIL
  • Lab In-charge Details :
  • Name of Laboratory In-charge : Prof. V. K. Gajghate
Surveying Laboratory (D-16)

  • Name of the laboratory: Surveying Laboratory (D-16)
  • Configuration of the equipments in the laboratory:
Sr. No.

Name of Equipment

Specification

1.

Dumpy Level

(Roorkee Survey & Drawing Syndicate & EiE Instruments)

1. Internal Focusing fitted with horizontal circle

2. Sensitive bubble is mounted on the side of the telescope

3. Strong & Compact

4. Light in weight

5. Finest optical quality

6. Excellent folding mirror

7. Observer can read the bubble with ease

2.

Aluminum Leveling Staves (4m)

1. Major graduations occur at 100 mm intervals

2. Minor graduations are at 10 mm intervals.

3. The lower 50 mm of any 100 mm block.

3.

Aluminum Leveling Staves (5m)

1. Major graduations occur at 100 mm intervals

2. Minor graduations are at 10 mm intervals.

3. The lower 50 mm of any 100 mm block.

4.

Survey Measuring chain(30m)

1. Survey measuring chain (30 m) with identification tally at every 3 mt

5.

Measuring Survey chain (20m)

1. Survey measuring chain (20 m) with identification tally at every 2 mt

6.

Automatic Level

1. Magnification24xObjective aperture32mm (1.26in.)

2. Resolving power4"Field of View(at 100m/328ft.)1°25'(2.5m / 8.2ft.)

3. Minimum focus0.2m (7.9in.) from end of telescope0.3m (1ft.)

7.

Measuring Tape

Steel Tape(30m), Freemans Metallic Tape (15m), Steel Tape(30m), Steel Tape (15m), P.V. C. Coated fiber Glass (15m)

8.

Optical Square

Consists of Brass / suitable metal hollow box having open face about 6 x 3 cms. and closed face about 2 x 3 cm. and deep about 4cm to 5cm.

9.

Plain Table Set

750x600x22mm made of well seasoned and selected FIR wood and strong battens at the back having slots for brass screws and washers, nut for clamping. Complete with metallic head and disc, with all accessories

10.

Digital Planimeter

Cross Staff, Open Type, Wooden

11.

Cyclone Ghat Tracer

A reliable instrument for setting out a grade contour, i.e. locating points on a given gradient in the preliminary survey of a hill road and also for measuring the angles of slope complete in wooden box with target and pole.

12.

Box sextant

Box Sextant 75mm dia made of gun metal and brass arc divided into from 0 to 140 degree fitted with vernier to read 1 minute and also with magnifier to read in telescope.

13.

Abney Level

Abney Level is light in weight which allows you to carry them easily. In addition, these products provide precise measurements.

14.

Clinometers Compass

This manipulative is to measure angle of elevation or depression of any objected. This model con be used to find height and distance of a building etc. Provided in durable box.

15.

Ranging Rod

size (2m), size (3m)

16.

Surveyor compass

Least count 30’, Brass Body

17.

Pentax Total Station

Model: W825NX, Sr. No. 894114

18.

Vernier Transit Tedolite

Least count 20”.

19.

Line Ranger

Brass Body with 2 pentagonal prism inclused

20.

Binacular

Not Available

21.

Ploter Printer

H P Designet, 900 mm wide paper

22.

Pentax Auto Level

1. Magnification24xObjective aperture32mm (1.26in.)

2. Resolving power4"Field of View(at 100m/328ft.)1°25'(2.5m / 8.2ft.)

3. Minimum focus0.2m (7.9in.) from end of telescope0.3m (1ft.)

23.

Pentax Electronic Theodolite,
Model ETH-502

Easy reading, display clear, LCD display 16*2 characters (LCD) of the double side display

Angle vertical angle and the level of availability and display.

24.

Laser Distance Meter.
Model LDM-80

Measuring Range 80m
Accuracy ±1.5mm (±1/16 in)
Measurement unit mtr/in/ft

  • Equipments/ Configuration available in the laboratories: 24
  • Lab Utilization (Area of the Laboratory): 30.21 m2
  • Project/ Practical conducted in the Laboratory:
  • List of Practical:
List of Practical (Survey-I)

Study of Equipments. (Cross Staff, Prismatic Compass & Surveyors Compass, Dumpy Level, Transit Theodolite)

  • Measurement of Length by using Distomat.
  • Chain and Compass Surveying.
      • Measurement of distance by Ranging and Chaining.
      • Locating various objects by Chain & Cross staff surveying.
      • Determination of area of polygon by Chain and Cross staff survey.
      • Measurement of bearings of sides of traverse with Prismatic Compass and computation of correct included angle.
      • One full size drawing sheet locating given building by Chain and Compass traversing.
  • L – Section and C – Section of Road.
      • Determination of elevation of various points with dumpy level by Collimation Plane Method and Rise & Fall Method.
      • Determination of elevation of various points with Dumpy Level by keeping staff inverted.
      • Fixing Bench Mark with respect to Temporary Bench Mark with Dumpy Level by Fly leveling and Check leveling.
      • One full size drawing sheet on L – section and C – section of Road.
      • One full size drawing sheet Contour Plan of given area.
  • Plane Table Survey.
      • One full size drawing sheet locating given building (traverse) by Radiation Method by Plane Table Traversing.
      • One full size drawing sheet locating given building (traverse) by Intersection Method by Plane Table Traversing.
      • Three point problem in Plane Table Traversing.
  • Theodolite Traverse.
      • Measurement of horizontal angles with Theodolite by means of Repetition Method.
      • Measurement of vertical angles using theodolite.
      • One full size drawing sheet locating given building (traverse) by Theodolite traversing.
  • Study and use of minor instruments (Planimeter, Box Sextant, Abney Level)
  • Measurement of area of irregular figure by using Planimeter.
  • Open Ended Experiment.
  • SURVEY DRAWING SHEET (FULL SIZE)
  • Traversing Locating given building by chain and compass traversing.
  • L-Section and cross section of road.
  • Locating given building by theodolite traversing.
  • Locating given building by plain table traversing.
  • Three point problem in plane table traversing.
  • Contour plan of given area.
  • SURVEY CAMP (On any of the following topics)
  • Road Project
  • Contour Project
  • List of Practical (Survey-II)
  • Use of Equipments
  • Determination of constant of Tacheometer.
  • Determination of elevation of point by Tacheometric surveying.
  • Determination of elevation of point and horizontal distance between them by Tacheometric survey.
  • Determination of gradient of given length if road by Tacheometric survey.
  • Setting out of simple circular curve by offset from chord produced method.
  • Setting out of simple circular curve by Rankine’s method of tangential angle.
  • Setting out of simple transition curve by tangential angle method.
  • Based line measurement.
  • Use of Total Station
  • Open Ended Experiment
  • SURVEY CAMP (On any of the following topics)
  • Road Project with Horizontal Curve
  • Irrigation Project
  • Water Supply Project
  • List of software installed in laboratory : NIL
  • Lab In-charge Details :
  • Name of Laboratory In-charge : Prof. P. B. Patil