result management system report for college project
Tanya project report
1. A REPORT
ON
UNDERPASS CONSTRUCTION PROJECT
AT JUNCTION 9 NOIDA SECTOR 32, 35, 39 AND 51
BY
TANIA SINGH
CIVIL ENGINEERING
PREPARED IN THE PARTIAL FULFILLMENT OF
INDUSTRIAL TRAINING FOR PRACTICAL KNOWLEDGE
AT
RITES LTD., GURGAON
A PRACTICAL TRAINING OF
SHOOLINI UNIVERSITY
(H.P)
(3-06-15 TO 15-08-15)
2. ACKNOWLEDGEMENT
The internship property I had with “Rites Limited” was a great chance for
learning and professional development. Therefore, I consider myself as
a very lucky individual as I was provided with an opportunity to be part of
it.i am also grateful for having a chance to meet so many wonderfull
people and professionals who led me though this internship period.
Bearing in mind previous I am using this opportunity to express my deepest
gratitude and special thanks to the Engineer of (RITES) Mr. Tyagi who
inspite of being extraordinary busy with his duties took time out to
hear,guide and keep me on the correct path and allowing me to do
training.
I preceive as this opportunity as a big milestone in my carrier development.I
will strive to use gained skills and knowledge in the best possible way.in
order to attain desired carrier objectives .hope to continue cooperation
with all of you in future.
SINCERELY.
3. ABSTRACT
SHOOLINI UNIVERSITY OF BIOTECHONOLOGY
AND LIFE SCIENCES
STATION : RITES LTD., GURGAON.
CENTRE : NOIDA CITY CENTRE.
DURATION : 10 WEEKS
DATE OF START : 3-06-15 TO 15-08-15
TITLE OF THE PROJECT : CONSTRUCTION OF UNDERPASS AT JUNCTION – 9
CROSSINGG OF SECTOR 32, 35, 39 & 51 IN NOIDA.
DETAILS OF STUDENT : TANIA SINGH, 3RD YEAR, CIVIL ENGINEERING.
DETAILS OF EXPERTS : (I) MR. B.S. BANGA (GGM/RPO/NORTH)
(II) MR. V.K. SINGH (SR. DGM/RPO/NORTH)
(III) MR. VIKAS TYAGI (ASSISTANT
ENGINEER)
NAME OF PS FACULTY : DR. SANJEEV SINGH
KEY WORDS : UNDERPASS AT JUNCTION – 09, IN NOIDA.
PROJECT AREAS : CONSTRUCTION OF UNDERPASS.
4. INTRODUCTION
AS WE CAN SEE THAT THE TRAFFIC ON ROADS IS INCREASING DAY BY DAY
AND HENCE MAIN JUNCTIONS ARE BEING INVOLVED DAILY IN SOME OR THE
OTHER TRAFFIC JAM SITUATIONS. SO AS TO OVERCOME THIS ISSUE, THE
GOVERNMENT HAS STARTED CONSTRUCTION OF UNDERPASSES AT
DESIRED LOCATIONS SO THAT PEOPLE CAN MOVE FASTER AND SO DOES
THE ECONOMY. ONE SUCH PROJECT IS THE CONSTRUCTION OF UNDERPASS
ON JUNCTION 9, NOIDA SECTOR 32, 35, 39 & 51. IT IS AN 18 MONTHS
LONG PROJECT COSTING AMOUNT OF RS. 58.01 CRORES. THE PROJECT
WAS STARTED ON 24-JULY 2013 AND IS EXPECTED TO BE FINISHED BY 23-
MAY-2015. RITES LTD. PROGRESS OF UNDERPASS BY END OF JAN’15 WAS
ABOUT 60%
5. ABOUT THE PROJECT
NAME OF WORK : CONSTRUCTION OF UNDERPASS AT
JUNCTION NO. 9 SEC. 35, 51,
39 & 32 NOIDA
COST OF THE PROJECT : 58.01 CRORES
CLIENT : NOIDA
PROJECT MANAGEMENT : RITES LIMITED
CONSULTANCY
CONTRACTOR : DHARAMRAJ CONTRACTS (I) PVT. LTD.
DATE OF LETTER OF AWARD : 24.07.2013
AGREEMENT NO. : 281/C.P.E./P.E./(W.C.-3)/13-14
DATED 24.07.2013
TENDERED VALUE : 58.01 CRORES
DATE OF COMMENCEMENT : 24.07.2013
STIPULATED DATE OF COMPLETION : 23.01.2015
PERFORMANCE SECURITY : 5% OF THE PROJECT COST
SECURITY DEPOSIT : 5% OF THE PROJECT COST
MOBILIZATION ADVANCE : 10% OF THE PROJECT COST
PLANT & MACHINERY ADVANCE : 5% OF THE PROJECT COST
6. SALIENT FEATURES OF THE PROJECT
LENGTH OF UNDERPASS : 700 MTR. DIAPHRAGM WALL (600MM
DIA) : 300 MTR. (128NOS.)
DIAPHRAGM WALL (800MM DIA) : 226 MTR. (116NOS.)
AVERAGE DEPTH OF D.WALL : 10.5 MTR.
RETAINING WALL LENGTH : 154 MTR.
BASE SLAB LENGTH : 700 MTR.
TOP SLAB LENGTH : 46 MTR.
APPROACH SLAB LENGTH : 92 MTR.
ROAD AT GRADE : 1800 MTR.
CRASH BARRIER LENGTH : 4350 MTR.
COVERED PORTION : 46 MTR.
MAJOR MATERIAL CONSUMPTION :
CEMENT : 11911 MT
STEEL : 2654 MT
CONCRETE : 26471 CUM.
7. DIFFERENT GRADE OF CONCRETE USED FOR THE
CONSTRUCTION OF UNDERPASS
DIAPHRAGM WALL - M-45 (CEMENT 470 KG PER CUM)
CRASH BARRIER/TIE BEAM - M-40 (CEMENT 435 KG PER CUM)
BASE SLAB - M-40 (CEMENT 435 KG PER CUM)
RETAINING WALL - M-35 (CEMENT 420 KG PER CUM)
DRAIN - M-20 (CEMENT 380 KG PER CUM)
PCC - M-15 (CEMENT 360 KG PER CUM)
STEEL USED FOR ABOVE ACTIVITIES :-
FE-500 EQ TMT REINFORCEMENT STEEL PROCURED FROM TATA, SAIL, RINL
(PRIMARY PRODUCER) WAS BROUGHT AT SITE FOR THE CONSTRUCTION OF
UNDERPASS. PHYSICAL & CHEMICAL TEST CONDUCTED FROM OUTSIDE LAB
AS PER IS 1786.
8. TESTING FACILITY AT SITE FOR INPUT MATERIALS
CEMENT
INTIAL SETTING TIME
FINAL SETTING TIME
SOUNDNESS
COMPRESSIVE STRENGTH
AGGREGATE (10MM & 20MM)
SIEVE ANALYSIS
IMPACT VALUE
LOSS ABRASION TEST
ELONGINATION & FLEKINESS INDEX
SPECIFIC GRAVITY
9. TESTING FACILITY AT SITE FOR INPUT MATERIALS
SAND
SIEVE ANALYSIS
WATER ABSORPTION TEST
SILT CONTENTS
SPECIFIC GRAVITY
CEMENT CONCRETE
SLUMP CONE TEST
WATER CEMENT RATIO TEST
MOISTURE CORRECTION
CASTING OF CUBE MOULD DURING CONCRETING
COMPRESSIVE STRENGTH (FOR 7 DAYS & 28 DAYS)
