Rural Access Programme Development through access (4C) Quality Management Plan Presentation for CPD Training Ramesh Khatakho Engineering Officer, Kalikot.

Slides:



Advertisements
Similar presentations
Sources of water (RAIN)
Advertisements

Site selection and setting out Biogas ToT Course May 10 – 15, Kampala, Uganda.
Earth Control Measures at Project Detail Site Location Marina Barrage.
Measurement for Civil Engineering works
Sandbagging Techniques
Earthwork Operations & Equipments
ASPHALT & CONCRETE FOR INDOOR FACILITIES Presented by Tom DeRosa.
Chapter 3.1 Storm Drainage Sizing. Building Drain & Sewer  Building Drain —That part of the lowest piping of a drainage system that receives the discharge.
As presented by: Rodger Schuldt TCEQ Installer II License # OS19898 TCEQ Maintenance Provider License # MP00545 TCEQ Site Evaluator License # OS20270.
City of Palm Beach Gardens SUBSURFACE TURF DRAINAGE SYSTEM FOR NATURAL ATHLETIC FIELDS SUBSURFACE TURF DRAINAGE SYSTEM FOR NATURAL ATHLETIC FIELDS ITB PF.
Earth and Rockfill Dams
A Presentation On Geo Textiles : Perspective from the Construction Sector By D C DE CONSULTING ENGINEERING SERVICES (INDIA) PRIVATE LIMITED FEDERATION.
Chapter 3.1 Storm Drainage Sizing. Building Drain & Sewer  Building Drain —That part of the lowest piping of a drainage system that receives the discharge.
Contour and Topo map Applications Profile View (Longitudinal Sections): Roads, Canals, Pipes,… Cross-Sectional View, Roads, Canals, Pipes, Building,…
PPT Installing Dry Stack Stone 1 PPT PROCEDURES TO INSTALL DRY STASCK STONE.
SITE 1 SITE 2 Site 3 Site 4 SITE 5 Selection of Site -fairly level with good quality of soil. - connected by roads -good communication facilities.
Mechanically stabilized earth wall in Northwest Greece
 Embankment Construction – LOTs  What is the maximum length of a LOT? Mainline pavement lanes, turn lanes, ramps, parking lots, concrete box.
GABION PRESENTATION.
CONSTRUCTING A FIVE CABIN LATRINE
Fuel Oil Systems Fuel Oil Systems consist of: Storage Tanks Pumps
Chapter 2b Foundations Shallow & Deep Foundations.
The sand filter has to be moved from this location. The embankment cross section used in the slope stability analysis did not include the sand filter.
Sources of water (RAIN)
Technical and Installation 1. What will my slot depth/size for the bottom track need to be? The slot depth for standard flush tracks and full drainage.
Location Surveys I. Traditional Highway Location: 1. field-oriented work 2. *Procedures 1) The first step: Reconnaissance of the area using available topographic.
NIRAV JAYANTIBHAI DHANDHUKIA SHELADIA MIHIRKUMAR KISHORBHAI
Preparing Foundations for Cylinders & ASME Tanks
Road Construction Technology
Specification & Quantities Estimating Lecturer Maha Muhaisen College of Applied Engineering& Urban Planning.
Side roll / Wheel roll Sprinklers. Layout Consideration  Obstacles  Fences  Power lines  Out buildings  Ditches  Roads  Wind.
Horticulture II - Landscape Unit C Landscape Installation and Maintenance.
1 Common Issues on Site Re-certification Training For Level IA Fundamentals Certified Personnel Issued May 2009.
Track Drainage CE2303 Railway Engineering. Drainage-General Drainage is the natural or artificial removal of surface and sub-surface water from an area.
SANKALCHAND PATEL COLLEGE OF ENGINEERING,
Mandatory Requirements of Ecological Solid Waste Management Act (RA 9003) on CLOSURE AND REHABILITATION OF DUMPSITES.
FOUNDATIONS.
Sanitary Engineering Lecture 13
Construction Inspection for FO Activities - Geosynthetics
QUALITY CONTROL PRESENTATION ON IWMP 1.  Soil and moisture conservation  Importance and focus to water/Moisture conservation 2.
David Smith, Project Manager GZA GeoEnvironmental, Inc. February 13, 2015 Blynman Canal and Stacy Boulevard Bulkhead Improvement Projects 1.
Footings & Foundation Prepared By: (Vanani Sanket) Department of Civil Engineering B.H.Gardi College of Engineering & Technology.
Prepared By: Suthar Pramit A. ( ). WHAT IS CROOS DRAINAGE WORK when the network of main canals, branch canals, distributaries, etc.. are provided,
Leads Institute of Technology & Engineering
Concrete Lesson 2: Site Preparation
Foundation – jay Desai.
Substructure Groundworks - Hazards
Module 4A - Introduction to Implementation
Investigation of Road Project By S.N. Nanaware
Blueprint Reading and Care
General Road Construction Information
Investigation of Road Project
Types of Protection Introduce the module. Trenching & Excavations Continuing Education Third Quarter 2017 Session 2.
Erosion • outline a cause of soil erosion in  NSW due to: – an agricultural process – urbanisation and identify a management strategy that prevents or.
EAG346-Sem II 2014/2015 Lesson 2.
Building Construction I Sofia Sebastian 1
Selection of Site for Hydrokinetic
Chapter 15 Site Plan Layout.
Site Plan Requirements
How to install pavers..
TECHNICAL SPECIFICATION AND REQUIREMENTS
Compaction Process in the Field
Dr. P. C. Jha and Dr. H S Venkatesh Presenting by Dr. B. Butchi Babu
ADVANCE SURVEYING.
Introduction Persons engaged in surveying are often called to determine volumes of various types of material. The most common unit of volume is cubic having.
Introduction Persons engaged in surveying are often called to determine volumes of various types of material. The most common unit of volume is cubic having.
Building standards Mr. Da Silva.
Earth and Rock fill Dams
Full Service Plumbing Columbus, Ohio. plumbing The art and science of creating and maintaining sanitary conditions in a building used by humans. It is.
Presentation transcript:

Rural Access Programme Development through access (4C) Quality Management Plan Presentation for CPD Training Ramesh Khatakho Engineering Officer, Kalikot May

Rural Access Programme Development through access Module Contents  Objective of Quality Management Plan (QMP)  Situation of Quality Control in field 2

Rural Access Programme Development through access Situation of Quality Control in field 3

Rural Access Programme Development through access Gabion works  Lacing wires quantity is consumed more than necessary  Bracing wires are loosely connected and not in line  Foundation slopes(1:4 to 1:5)  Wedge formation should be in proper spacing ( m in edge)  Stone packing in every 0.33m interval 4

Rural Access Programme Development through access Gabion Works Lacing wireWedge formation 5

Rural Access Programme Development through access Dry Wall  Selection of bond stone  Staggered packing on alternate packing  Proper line and layout of structure Proper line and layout of structure 6

Rural Access Programme Development through access 7

Rural Access Programme Development through access Dry wall 8

Rural Access Programme Development through access Geotextile  Proper overlapping (45 cm)  Proper handling, minimum damages  Proper laying of geotextile before filling 9

Rural Access Programme Development through access Geotextile 10

Rural Access Programme Development through access Foundation Sub-surface drain  Drainage slopes(2%)  Drainage shall be constructed only after completion of foundation work  Extended upto downside hill 11

Rural Access Programme Development through access Subsurface drain Laying of geotextile Sub-surface drain foundation 12

Rural Access Programme Development through access Backfilling and Compaction  Layer wise compaction instead of inclined compaction  Start from deepest portion 13

Rural Access Programme Development through access Backfilling and Compaction 14

Rural Access Programme Development through access Breast wall and side drain  Side drain bed should be installed below breast wall foundation  Side drain stone should be vertical Side drain stone should be vertical 15

Rural Access Programme Development through access 16

Rural Access Programme Development through access Spoil Management  Toe wall construction  Provide haulage for spoil disposal if necessary  Select disposal area with minimum damages to local facilities like walkway, chautari, tap, water sources, etc. 17

Rural Access Programme Development through access Spoil management 18

Rural Access Programme Development through access Roadway Cross-slope  Maintain finish cross-slope (5%) on full width opened road section  Before monsoon make slope towards down hill side 19

Rural Access Programme Development through access Level check  Use of Auto level and pipe level 20

Rural Access Programme Development through access Design and field  Field verification as per approved design  Quantity verification Quantity verification  Access for additional and unnecessary structure 21

Rural Access Programme Development through access Layout of hairpin bends  Best site selection for hairpin bends  Confirm the layout of hairpin bends  Confirm the size of structures  Construction of side drain before monsoon 22

Rural Access Programme Development through access Layout of hairpin bend 23

Rural Access Programme Development through access Progress of EMP  Toilets  Public Taps  Foot trails  Disposed spoil management  Water tank,water supply  EMP to reinstate 24

Rural Access Programme Development through access Irrigation canal  Best solution to resume irrigation canal by Jestha with less damage to road section  Access for length of HDP pipe 25

Rural Access Programme Development through access Proper co-ordination of fields staffs  IOW’s, STS’s, SM’s, and Store keepers 26

Rural Access Programme Development through access Wheel barrow  Out of order number  Repairable and non-repairable wheel barrows numbering 27

Rural Access Programme Development through access Measurements 28  Fill the measurement sheet with complete information(signature, name and position)  Mention RBG name and IPC number in each sheet  Mention soil classification and haulage properly before finalize of IPC  Maintain dairy for soil classification and haulage distance

Rural Access Programme Development through access Maintenance of wheel barrow 29

Rural Access Programme Development through access 30 THANK YOU!