GCE Kannur

1. Industrial Training Report
March 2013
VARIOUS SITES OF ULCCS Ltd
Dept. of CE, GCE Kannur
1

2. Dept. of CE, GCE Kannur 2
ULCCS Ltd.
Uralungal Labour Contract Co-operative Society Ltd
 Head Quarter : Madappally, Vatakara Thaluk, Kozhikode Dist
 Reformist movement led by Sri. Guru Vagbadananda
 “Athmavidhya Sangham”
 Campaigns against the superstitious beliefs and practices.
 Uralungal Koolivelakkarude Paraspara Sahaya Sangam
 Main objectives: Employment generation to the poor
 Provide a better living condition and upliftment of the depressed
and financially backward class

3. Dept. of CE, GCE Kannur 3
Location : Anakkampoyil, Kozhikode Dist.
Client : PWD
Site 1: Kandappanchal Bridge

4. Dept. of CE, GCE Kannur 4
Site 1: Kandappanchal Bridge
● First of its kind in Kerala
● To avoid washing away of columns by heavy water speeding
at 200 km/h.
● OPC 43 Grade cement
● Fe 500 steel
● Stage work by cribs and ISMB, Cup and lock at a few places
•

5. Dept. of CE, GCE Kannur 5
Specification:
Arch : 75 mm Width
Depth Varies from 230mm at ends to 180 mm at crown
Site 1: Kandappanchal Bridge

6. Dept. of CE, GCE Kannur 6
Site 1: Kandappanchal Bridge

7. Dept. of CE, GCE Kannur 7
Site 2: Mukkam Bridge
Location: Mukkam, Kozhikode Dist.
Client : PWD
Connects Mukkam to Koodaranji and Anayamkunnu
Estimate at 18 Cr.
Special Feature: Seismic Arrestor
Two restraints at interior side of girders to prevents lateral movement
during earthquakes.

8. Dept. of CE, GCE Kannur 8
Site 2: Mukkam Bridge
●Piers 10 Nos 1500mm φ
●Abutments 3 Nos
●Piles : 4 per pier = 52 nos Total

9. Dept. of CE, GCE Kannur 9
Site 2: Mukkam Bridge

10. Dept. of CE, GCE Kannur 10
Site 3: UL CYBER PARK
Location: Calicut - Ramanattukara Byepass
Infrastructure Development Project ITES
Peculiarity : Curved Structure –Eliminates need of expansion
joints

11. Dept. of CE, GCE Kannur 11
4 Types of Slabs Used :
1.Conventional Slab
2.PT Slab/Post Tensioned Slab
3.Grade on Slab
4.Grid Slab
Special Techniques Employed :
Vacuum Dewatered Flooring - Industrial Grade Flooring
Cinder
Water Proofing Techniques
Site 3: UL CYBER PARK

12. ● Location: Kuttikkattur, Kozhikode
● Client : Malabar Builders
● Total Area : 55.2 Acres (88 Plots)
● Elevations Difference :112 m
Dept. of CE, GCE Kannur 12
Site 4: Land Development

13. Dept. of CE, GCE Kannur 13
Road Works : 4 Layers
Granular Sub Base
40mm & 20mm Coarse aggregate in 2:1 ratio with sand and dust
Wet Mix
Aggregate with more dust and water for smooth surface
Emulsion
12mm aggregate and emulsion
BM & BC
Finishing layer with 20mm,12mm,6mm aggregate and tar
Site 4: Land Development

14. Dept. of CE, GCE Kannur 14
● Terracing
● Geotextiles & Geofibers
● Natural Grass (Ramacham)
Soil Stabilization Techniques

15. Dept. of CE, GCE Kannur 15
Ramacham Grown on Terraces Geotextiles laid on slopes with no terracing
Terracing

16. Dept. of CE, GCE Kannur 16
Site 5: Foundation For Molasses Tank
Location : Thiruvangur, Kozhikode
Client : Kerala Feeds
Activity at the time of visit: Piling
12# each of 16mm dia
and 20mm alternatively
Section of Pile Showing Rfmt

17. P
Dept. of CE, GCE Kannur 17
Site 5: Foundation For Molasses Tank
Piling Operation Spiral reinforcement and clear blocks

18. Dept. of CE, GCE Kannur 18
Site 5: Foundation For Molasses Tank
Steps
1.Prepare hole by hammering and drive out soil by DMC
2.Insert liner after first 1.5m depth. Continue hammering till
bedrock is found (approx 8m for this site).
3.Insert steel cage
4. Concrete using tremie pipe method.
Method of Piling : DMC (Direct Muck Circulation)

19. Dept. of CE, GCE Kannur 19
Tremie concreting
1. Insert tremie pipes leaving
aproximately 30cm gap at bottom.
2. Place the funnel with closed neck
3. Fill the funnel with concrete and
open the neck suddenly. Concrete
moves down and blocks bottom end.
4. Pour more concrete and slowly
liftingbthe pipe.

20. Dept. of CE, GCE Kannur 20
Site 6: Bank Building
Location : Chakkittappara,Perambra,Kozhikode
Client : Chakkittappara Service Co-operative Bank
Purpose : Bank Building Cum Shopping Complex-
Extension Work

21. Dept. of CE, GCE Kannur 21
1. Strong Room
 30 cm thick RCC box
12mm φ @ 150 c/c till 1.5m height.
Thereafter 180 c/c
2. Staircase
120cm wide
Waist slab type – 19 cm thick waist slab
3. Lift Pit
1850mm X 1500 mm
RCC walls on four sides – Water proof
Features observed:

22. Dept. of CE, GCE Kannur 22
Development length for stair Strong room reinforcement

23. Dept. of CE, GCE Kannur 23

24. Dept. of CE, GCE Kannur 24
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