The Site shall observe the following Working hours:
Monday to Saturday: 7:30 am to 5:30 pm.
The Contractor shall not increase the Working hours without the prior approval of the Engineer and the Employer.
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Blog Archive
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2009
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June
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- Purpose and Location of the Works
- Description of the Works
- Mobilization for Construction
- Duty of Employer
- Standards and Codes
- Drawings
- Record Drawings
- Site Working Hours
- Programme
- Meetings and Reports
- Temporary Works
- Water and Electricity Supply
- Toilets
- Camps and Accommodation
- Photographs
- Contamination of Water Supplies
- Climatic Data
- Level
- Units of Measurement
- Languages
- Contract Signboard
- Advertising
- Safety Regulations on Site
- Protection of Existing Installation
- Protection of Existing Public and Private Services
- Permits
- Location of the Treatment Units
- Notice of Operations
- Sampling
- Responsibility for Sampling and Testing
- Agar Nullah, which flows closely on southern side ...
- WATER FROM NATURAL SPRINGS
- 7.3.2.1 NATURAL bank of Agar Nullah at about 800 f...
- NATURAL SPRING-2 NEAR UNDER CONSTRUCTION CABLE TUNNEL
- NATURAL SPRING “CHASHMA NOON BAGLA” ON HIGH HILLS ...
- NATURAL SPRING “CHASHMA NOON BAGLA” ON HIGH HILLS ...
- WATER QUALITY AND TREATMENT NEEDED
- WATER STORAGE AND DISTRIBUTION SYSTEM FOR C3 COLONY
- PROPOSED SEWERAGE SYSTEM, SEWAGE TREATMENT AND ULT...
- PROPOSED SURFACE AND HILL WASH STORM DRAINAGE SYST...
- EXTERNAL ELECTRIFICATION OF C1 AND C3 COLONIES
- CONCLUSIONS AND FURTHER RECOMMENDED ACTIONS BY THE...
- GENERAL INTRODUCTION
- 2.11 Filter Inlet / Backwashing & Drainage Arrange...
- 2.10.5 Design of Air Scour Pumps & Pipes
- 2.10.4 Capacity of Backwash & Service Water Sump
- Head Loss In Backwashing
- Design of Backwash Water Pipes
- ign of Filtered Water Channels
- 2.9.3 Design of Filter Nozzles
- 2.9.2 Design of Filtered Water Outlet Pipe
- 2.9.1 Composition of Filter Bed
- 2.9 Design of Rapid Sand Gravity Filters
- 2.8 Design of Filter Feeding & Filter Distribution...
- 2.7.3 Design of Clarifier Effluent Launder
- 2.7.2 Design of V - Notch (To be installed on the ...
- 2.7.1 Design of Sludge Pit
- 2.7 Design of Clarifier with Concentric Flocculati...
- 2.6 Design of Diffuser Wall
- 2.5.5 Sizing of Paddle Flocculator
- 2.5.4 Diameter of the Flocculation Tank
- 2.5.3 Sizing of Outlet Openings
- 2.5 Design of Flocculation Tank
- 2.4 Design of Clarifier cum Flocculator Feeding Ch...
- 2.3.3 Design of Channel / Launder around Flash Mixer
- 2.3.1 Sizing of Flash Mixer
- 2.2 Design of Rising Mian
- 2.1 Design of Pumping Machinery at Intake Structure
- 1.6.11 Water Testing Laboratory
- 1.6.10 Site Workshop
- 1.6.9 Clear Water Tank & Pumping House
- 1.6.8 Chlorination Building
- 1.6.7 Chemical House
- 1.6.6 Rapid Sand Gravity Filters Beds
- 1.6.5 Filters Feeding Channel
- 1.6.4 Clarifiers
- 1.6.3 Flocculation Tanks
- 1.6.2 Clarifiers Feed Channel
- 1.6.1 Flash Mixer and Mixing Chamber
- 1.6 Components of Treatment Plant
- 1.5 Water Treatment Processes
- 1.4 Water Treatment Plant Capacity
- 1.3 Water Treatment
- 1.2 Intake Arrangement
- Chapter 1 - Intake & Water Treatment Plant
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June
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