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DEPARTMENT OF CIVIL ENGINEERING
Basic Civil Engineering Laboratory
Lab Name : Basic Civil Engineering Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 70.35 sq m |
2 | Lab In-charge | Ms. S. S. Khandagle |
3 | Lab Technician | Mr. Avinash Bhosale |
4 | Lab Investment | 5,15,950/- |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | TOTAL STATION SOUTH : NTS 312 | 258500 | |
2 | Digital Planimeter | 135300 | |
3 | Mechanical Planimeter | 2100 | |
4 | Cross-staff | 1100 | |
5 | Wooden Pegs | 3000 | |
6 | Iron Pegs | 3300 | |
7 | AUTOLEVEL | 25000 | |
8 | Levelling staff 4 m | 7250 | |
9 | Chain 20 m | 3300 | |
10 | Chain 30 m | 3800 | |
11 | Gunter Chain | 3600 | |
12 | Measuring Tape 15 m | 2500 | |
13 | Measuring Tape 30 m | 2250 | |
14 | Optical Square | 3750 | |
15 | Prismatic Compass | 7400 | |
16 | Surveyors Compass | 5550 | |
17 | Ranging Rod 2 m | 3750 | |
18 | Ranging Rod 3 m | 4750 | |
19 | Dumpy Level (DL-7) | 15000 | |
20 | Dumpy Level (DL-9) | 18000 | |
21 | Levelling staff 5 m | 6750 | |
22 | Total | 5,15,950/- |
Surveying Engineering Laboratory
Lab Name : Surveying Engineering Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 80 Sq.m |
2 | Lab In-charge | Mr. G.R. Desai |
3 | Lab Technician | Mr. A. T. Bhosale |
4 | Lab Investment | 4,11,278 |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Total Price in Rs |
1 | TOTAL STATION SOUTH : NTS 312 | 1 | 258500 |
2 | Digital Planimeter | 135300 | |
3 | Mechanical Planimeter | 2100 | |
4 | Cross-staff | 1100 | |
5 | Wooden Pegs | 3000 | |
6 | Iron Pegs | 3300 | |
7 | AUTOLEVEL | 25000 | |
8 | Levelling staff 4 m | 7250 | |
9 | Chain 20 m | 3300 | |
10 | Chain 30 m | 3800 | |
11 | Gunter Chain | 3600 | |
12 | Measuring Tape 15 m | 2500 | |
13 | Measuring Tape 30 m | 2250 | |
14 | Steel Band 30 m | 4500 | |
15 | Optical Square | 3750 | |
16 | Prismatic Compass | 7400 | |
17 | Surveyors Compass | 5550 | |
18 | Ranging Rod 2 m | 3750 | |
19 | Ranging Rod 3 m | 4750 | |
20 | Dumpy Level (DL-7) | 15000 | |
21 | Dumpy Level (DL-9) | 18000 | |
22 | Theodolite with stand | 37000 | |
23 | Plane Table set | 10400 | |
24 | Plane Table set | 15000 | |
25 | Mechanical Planimeter | 3600 | |
26 | Mirror Stereoscope | 5500 | |
27 | Substance bar 3 m | 6000 | |
28 | Transit Vernier Theodolite | 29000 | |
29 | Levelling staff 5 m | 6750 | |
30 | Aerial Photograph | 3700 | |
Total | 6,30,650/- |
Concrete Technology Laboratory
Lab Name : Concrete Technology Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 80 Sq.m |
2 | Lab In-charge | Mr. G.R. Desai |
3 | Lab Technician | Mr. A. T. Bhosale |
4 | Lab Investment | 4,11,278 |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Compression Testing Machine (C.T.M) 200 Tonne | 1 | 323213 |
2 | Air Permeability Apparatus | 1 | 3840 |
3 | Motorized Sieve shaker | 1 | 31200 |
4 | Vicat Apparatus | 1 | 3190 |
5 | Le-Chatelier’s Apparatus | 1 | 2340 |
6 | Vibrating Table (Compaction) | 1 | 25740 |
7 | Vee-Bee Consistometer | 1 | 23080 |
8 | Rebound Hammer Indian | 1 | 13650 |
9 | Slump Test Apparatus | 1630 | |
Total | 427883 |
List of Experiments:-
Sr. No. | Name of Experments | Source |
1 | To determine fineness of cement by Sieve analysis and/or Blaine’s air permeability method. |
SUK Curriculum |
2 | To determine the standard consistency of cement using Vicat’s apparatus. | |
3 | To determine initial and final setting time of cement. | |
4 | Determination of soundness of cement by Le-Chatelier’s apparatus and/or Auto Clave test. | |
5 | To determine compressive strength of cement. | |
6 | Determination of particle size distribution of fine, coarse and all in aggregate by sieve analysis (grading of aggregate) | |
7 | Determination of specific gravity and water absorption of coarse aggregates. | |
8 | To determine flakiness and elongation index of coarse aggregates. | |
9 | To determine workability of fresh concrete by using slump cone. | |
10 | To determine compaction factor for workability of fresh concrete. | |
11 | To determine workability of fresh concrete by using Vee Bee Consitometer. | |
12 | Nondestructive test on concrete by: Rebound Hammer Test, Ultrasonic Pulse Velocity Test. | |
13 | Tests for compressive strength of concrete cubes for M20 or M30 (ACI 211.1-91, IS 10262- 2009 and IS 456 2000). |
Transportation Engineering Laboratory
Lab Name :Transportation Engineering Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 69.22 Sq.m |
2 | Lab In-charge | Mr. Vaibhav D. Patil |
3 | Lab Technician | Mr. Avinash Bhosale |
4 | Lab Investment | Rs. 2,12,730/- |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Aggregate Impact Machine | 1 | 12840/- |
2 | Los Angles Abrasion Test Machine | 1 | 78720/- |
3 | Crushing test Of Aggregate | 1 | 5250/- |
4 | Standard Penetrometer | 2 | 7800/- |
5 | Ring and Ball Test Apparatus | 2 | 7800/- |
6 | Pensky Morton’s Flash Point and Fire Point Apparatus | 1 | 9792/- |
7 | Ductility test machine | 1 | 43800/- |
8 | Viscocity of Bitumen | 1 | |
9 | Stripping test apparatus | 1 | 22200/- |
22 | Total | 188202/- |
List of Experiments:-
Sr. No. | Name of Experments | Source |
1 | Aggregate Impact value |
SUK Curriculum |
2 | Los Angles Abrasion test | |
3 | To determine initial and final setting time of cement. | |
4 | Crushing test of aggregate | |
5 | Bitumen Penetration | |
6 | Softening point of Bitumen | |
7 | Flash Point and Fire Point | |
8 | Ductility Test | |
9 | Viscosity of Bitumen | |
10 | Stripping Value |
Geotechnical Engineering Laboratory
Lab Name : Geotechnical Engineering Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 76.35 Sq.m |
2 | Lab In-charge | Ms. Rucha P. Gaurwadkar |
3 | Lab Technician | Mr. Vaibhav Kumbhar |
4 | Lab Investment | Rs. 208716/- |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Direct shear test apparatus (Motorised) | 76800/- | |
2 | Hot Air Oven | 31500/- | |
3 | Sieve Shaker (Motorised) | 2 | 54672/- |
4 | Permeability Test Apparatus | 19800/- | |
5 | Standard test sieve (8” Dia) | 2 | 24720/- |
6 | Pycnometer Bottle | 10 | 4560/- |
7 | Soil Hydrometer with Hydrometer Jar | 2 | 12360/- |
8 | Field Density Test apparatus (Core cutter) | 3 | 7020/- |
9 | Field Density Test apparatus (Sand Replacement Method small) | 2 | 4200/- |
10 | Proctor compaction test (Light Compaction mould) | 2 | 4080/- |
11 | Proctor compaction test (Heavy Compaction mould) | 2 | 6720/- |
12 | Specific gravity bottle 100 ml | 8 | 4320/- |
22 | Total | 2,50,752/- |
List of Experiments:-
Sr. No. | Name of Experments | Source |
1 | Determination of specific gravity by density bottle method |
SUK Curriculum
|
2 | Determination of water content by oven drying method &Pycnometer method | |
3 | Particle size distribution by dry sieve analysis | |
4 | Determination of consistency limits (LL, PL, SL) | |
5 | Determination of field density by core cutter method | |
6 | Determination of field density by sand replacement method | |
7 | Determination of MDD & OMC by standard/Modified proctor test | |
8 | Determination of coefficient of permeability by variable head method/Constant head method | |
9 | Determination of shear strength parameters of soil by using direct shear test | |
10 | Particle size distribution by hydrometer analysis | |
11 | Determination of shear strength of soil using Triaixal, Unconfined and Vane shear Test (Any one) |
Fluid Mechanics Laboratory
Lab Name : Fluid Mechanics Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 76.95 Sq.m |
2 | Lab In-charge | H V Vibhute |
3 | Lab Technician | Avinash Bhosale |
4 | Lab Investment | 4,96,823 |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Pressure Measuring Devices | 1 | 29999/- |
2 | Measuring Tank | 1 | 29999/- |
3 | Metacentric Height Apparatus | 1 | 44,445/- |
4 | Bernoulli’s Apparatus | 1 | 33,899/- |
5 | Venturimeter Apparatus | 1 | |
6 | Orificemeter Apparatus | 33,556/- | |
7 | Orifice Apparatus | 33,488/- | |
8 | Reynold’s Apparatus | 33,345/- | |
9 | Major Losses in Pipe Apparatus | 33,699/- | |
10 | Minor Losses in Pipe Apparatus | 33,567/- | |
11 | Metacentric Height Apparatus | 18,000/- | |
12 | Impact of Jet Apparatus | 27,000/- | |
13 | Tilting Flume 4 m | 1,25,000/- | |
22 | Total | 4,42,509/- |
List of Experiments:-
Sr. No. | Name of Experments | Source |
1 | Study of Pressure Measuring Devices |
SUK Curriculum
|
2 | Calibration of Measuring Tank | |
3 | Measurement of Discharge | |
4 | Determination of Metacentric Height for Floating Bodies | |
5 | Verification of Bernoulli’s Theorem | |
6 | Calibration of Venturimeter | |
7 | Calibration of Orificemeter | |
8 | Determination of Hydraulic Coefficients of Orifice | |
9 | Reynold’s Experiment | |
10 | Determination of Friction Factor for Given Pipe. | |
11 | Determination of Minor Losses in a Given Pipe. | |
12 | Impact of Jet |
Environmental Engineering Laboratory
Lab Name :Environmental Engineering Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 70.65 Sq.m |
2 | Lab In-charge | Mrs. Monica P. Shinde |
3 | Lab Technician | Mr. A. T. Bhosale |
4 | Lab Investment | 300,761/- |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Bacteriological Incubator with digital temp. controller Size:- 14X14X14 cm (Meta-Lab) | 16330/- | |
2 | Auto clave portable 12×12 (Labline) | 6580/- | |
3 | TDS METER -(0-2000NTU) EQ-811 | 10500/- | |
4 | Binocular Microscope PZB-24 (Quasmo) | 12500/- | |
5 | DISSOLVED OXYGEN METER PORTABLE MODEL | 12500/- | |
6 | INCUBATOR B.O.D. – INNER S.S. – 45 X 45 X 45 CM | 59000/- | |
7 | Hot Plate round 8’’ M. S. plate with thermostat (Labline) (20cm) | 2900/- | |
8 | pH meter Digital with electrode EQ-610 | 8970 | |
9 | Conductivity meter digital with conductivity cell EQ-660A | 9145 | |
10 | MUFFLE FURNACE – 1200 DEG.C – 12″ X 6″ X 6″ | 29150 | |
11 | Hot air oven with digital temp. controllerSize:- 14X14X14 cm (Meta-Lab) | 16330 | |
12 | Flocculator App. (Jar Apparatus) (Labline | 24500 | |
13 | Thermometer 110oC | 225/- | |
14 | Colony counter digital 4 Digit counter with illumination | 5900/- | |
22 | Total |
List of Experiments:-
Sr. No. | Name of Experments | Source |
1 | pH |
SUK Curriculum
|
2 | Acidity | |
3 | Alkalinity | |
4 | Chlorides content | |
5 | Hardness – Total, temporary and permanent | |
6 | Turbidity | |
7 | Residual Chlorine | |
8 | Dissolved Oxygen | |
9 | Optimum dose of alum by jar test. | |
10 | Biochemical Oxygen Demand | |
11 | Chemical Oxygen Demand |
Computer Laboratory
Lab Name : Computer Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 68.65 Sq.m |
2 | Lab In-charge | Ms. Rucha P. Gaurwadkar |
3 | Lab Technician | Mr. Avinash BHosale |
4 | Lab Investment | 10,16,400/- |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Dell Optiplex 3000 Series SFF | 991200/- | |
2 | Dell Projector 2400 MP | 25200/- | |
Total | 10,16,400/- |
Strength of Material Laboratory
Lab Name : Basic Civil Engineering Laboratory
Lab Details:-
Sr. No. | Perticulars | Details |
1 | Lab Area | 68.65 Sq.m |
2 | Lab In-charge | Mr. G.R. Desai |
3 | Lab Technician | Mr. A. T. Bhosale |
4 | Lab Investment | 6,26,943 |
Laboratory Equipment Details:-
Sr. No. | Name of the Equipment | QTY | Unit Price |
1 | Universal Testing Machine (U.T.M) 40 Tons | 1 | 3,23,213/- |
2 | Rockwell cum Brinell Hardness Testing Machine | 1 | 43600/- |
3 | Impact Testing Machine | 1 | 94250/- |
4 | Compression Testing Machine (C.T.M) 200 Tons | 1 | 1,65,880/- |
22 | Total | 6,26,9436,26,943 |
Sr. No. | Name of Experments | Source |
1 | Study of Universal Testing Machine |
SUK Curriculum
|
2 | Tensile Test on Mild Steel and Tor Steel | |
3 | Compression Test on M.S and C.I., cement bricks or paving blocks | |
4 | Compression Test on Timber | |
5 | Direct shear test on M.S. bar | |
6 | Charpy and /or Izod Impact test on different metals | |
7 | Water absorption and compression test on burnt bricks | |
8 | Hardness test on metals |