1. This document provides a preamble and bill of quantities for geotechnical site investigation works.
2. It outlines rates for mobilization, equipment setup, boring, coring, sampling, in-situ tests, and instrumentation.
3. Tests mentioned include standard penetration tests, vane shear tests, plate bearing tests, footing tests, and pressuremeter tests. Rates are provided for work at various depths.
•What is Contract?
•What is Construction Contract?
•Purpose of Construction Contract
•Contract for Bid and Procurement
•Contract for Pricing Arrangement
•Construction Contract Component
•Contract Document List
•Standard Form of Contract in Malaysia
•What is Contract?
•What is Construction Contract?
•Purpose of Construction Contract
•Contract for Bid and Procurement
•Contract for Pricing Arrangement
•Construction Contract Component
•Contract Document List
•Standard Form of Contract in Malaysia
A REVIEW OF VARIOUS SOIL MOISTUREMEASUREMENT TECHNIQUESBhushan Patil
This paper presents review of the different eight methods for measurement of soil moisture and describes the principle used, methodology, advantages, disadvantages and comparison. Described methods are Gravimetric method, Neutron moderation (NM), Time Domain Reflectometer (TDR), Frequency Domain Reflectometer (FDR), Amplitude Domain Reflectometer (ADR), Phase Transmission (PT), Time Domain Transmission (TDT) and Tensiometer method.
https://www.youtube.com/watch?v=62hr9HHZS14
I would like to articulate deep gratitude and veneration to Dr. Ashwani Jain, Professor, Department of Civil engineering for giving me opportunity to choose topic for seminar by my own. Last but not the least, thanks to our lord almighty for believing in me and gifting me such a utopia.
Geosynthetics have become well established construction materials for geotechnical and environmental applications in most parts of the world. Because they constitute manufactured materials, new products and applications are developed on a routine basis to provide solutions to routine and critical problems alike. Results from recent research and from monitoring of instrumented structures throughout the years have led to new design methods for different applications of geosynthetics. Because of the significant breath of geosynthetic applications, this report focuses on testing of geosynthetics products which would be more helpful in applications and design methodologies for reinforced soil and environmental protection works.
The main purpose of the foundation is to
distribute the applied vehicle loads to the underlying
subgrade, without causing distress in the foundation
layers or in the overlying layers. This is required both
during construction and during the service life of the
Model Attribute Check Company Auto PropertyCeline George
In Odoo, the multi-company feature allows you to manage multiple companies within a single Odoo database instance. Each company can have its own configurations while still sharing common resources such as products, customers, and suppliers.
June 3, 2024 Anti-Semitism Letter Sent to MIT President Kornbluth and MIT Cor...Levi Shapiro
Letter from the Congress of the United States regarding Anti-Semitism sent June 3rd to MIT President Sally Kornbluth, MIT Corp Chair, Mark Gorenberg
Dear Dr. Kornbluth and Mr. Gorenberg,
The US House of Representatives is deeply concerned by ongoing and pervasive acts of antisemitic
harassment and intimidation at the Massachusetts Institute of Technology (MIT). Failing to act decisively to ensure a safe learning environment for all students would be a grave dereliction of your responsibilities as President of MIT and Chair of the MIT Corporation.
This Congress will not stand idly by and allow an environment hostile to Jewish students to persist. The House believes that your institution is in violation of Title VI of the Civil Rights Act, and the inability or
unwillingness to rectify this violation through action requires accountability.
Postsecondary education is a unique opportunity for students to learn and have their ideas and beliefs challenged. However, universities receiving hundreds of millions of federal funds annually have denied
students that opportunity and have been hijacked to become venues for the promotion of terrorism, antisemitic harassment and intimidation, unlawful encampments, and in some cases, assaults and riots.
The House of Representatives will not countenance the use of federal funds to indoctrinate students into hateful, antisemitic, anti-American supporters of terrorism. Investigations into campus antisemitism by the Committee on Education and the Workforce and the Committee on Ways and Means have been expanded into a Congress-wide probe across all relevant jurisdictions to address this national crisis. The undersigned Committees will conduct oversight into the use of federal funds at MIT and its learning environment under authorities granted to each Committee.
• The Committee on Education and the Workforce has been investigating your institution since December 7, 2023. The Committee has broad jurisdiction over postsecondary education, including its compliance with Title VI of the Civil Rights Act, campus safety concerns over disruptions to the learning environment, and the awarding of federal student aid under the Higher Education Act.
• The Committee on Oversight and Accountability is investigating the sources of funding and other support flowing to groups espousing pro-Hamas propaganda and engaged in antisemitic harassment and intimidation of students. The Committee on Oversight and Accountability is the principal oversight committee of the US House of Representatives and has broad authority to investigate “any matter” at “any time” under House Rule X.
• The Committee on Ways and Means has been investigating several universities since November 15, 2023, when the Committee held a hearing entitled From Ivory Towers to Dark Corners: Investigating the Nexus Between Antisemitism, Tax-Exempt Universities, and Terror Financing. The Committee followed the hearing with letters to those institutions on January 10, 202
Francesca Gottschalk - How can education support child empowerment.pptxEduSkills OECD
Francesca Gottschalk from the OECD’s Centre for Educational Research and Innovation presents at the Ask an Expert Webinar: How can education support child empowerment?
A Strategic Approach: GenAI in EducationPeter Windle
Artificial Intelligence (AI) technologies such as Generative AI, Image Generators and Large Language Models have had a dramatic impact on teaching, learning and assessment over the past 18 months. The most immediate threat AI posed was to Academic Integrity with Higher Education Institutes (HEIs) focusing their efforts on combating the use of GenAI in assessment. Guidelines were developed for staff and students, policies put in place too. Innovative educators have forged paths in the use of Generative AI for teaching, learning and assessments leading to pockets of transformation springing up across HEIs, often with little or no top-down guidance, support or direction.
This Gasta posits a strategic approach to integrating AI into HEIs to prepare staff, students and the curriculum for an evolving world and workplace. We will highlight the advantages of working with these technologies beyond the realm of teaching, learning and assessment by considering prompt engineering skills, industry impact, curriculum changes, and the need for staff upskilling. In contrast, not engaging strategically with Generative AI poses risks, including falling behind peers, missed opportunities and failing to ensure our graduates remain employable. The rapid evolution of AI technologies necessitates a proactive and strategic approach if we are to remain relevant.
Biological screening of herbal drugs: Introduction and Need for
Phyto-Pharmacological Screening, New Strategies for evaluating
Natural Products, In vitro evaluation techniques for Antioxidants, Antimicrobial and Anticancer drugs. In vivo evaluation techniques
for Anti-inflammatory, Antiulcer, Anticancer, Wound healing, Antidiabetic, Hepatoprotective, Cardio protective, Diuretics and
Antifertility, Toxicity studies as per OECD guidelines
The Roman Empire A Historical Colossus.pdfkaushalkr1407
The Roman Empire, a vast and enduring power, stands as one of history's most remarkable civilizations, leaving an indelible imprint on the world. It emerged from the Roman Republic, transitioning into an imperial powerhouse under the leadership of Augustus Caesar in 27 BCE. This transformation marked the beginning of an era defined by unprecedented territorial expansion, architectural marvels, and profound cultural influence.
The empire's roots lie in the city of Rome, founded, according to legend, by Romulus in 753 BCE. Over centuries, Rome evolved from a small settlement to a formidable republic, characterized by a complex political system with elected officials and checks on power. However, internal strife, class conflicts, and military ambitions paved the way for the end of the Republic. Julius Caesar’s dictatorship and subsequent assassination in 44 BCE created a power vacuum, leading to a civil war. Octavian, later Augustus, emerged victorious, heralding the Roman Empire’s birth.
Under Augustus, the empire experienced the Pax Romana, a 200-year period of relative peace and stability. Augustus reformed the military, established efficient administrative systems, and initiated grand construction projects. The empire's borders expanded, encompassing territories from Britain to Egypt and from Spain to the Euphrates. Roman legions, renowned for their discipline and engineering prowess, secured and maintained these vast territories, building roads, fortifications, and cities that facilitated control and integration.
The Roman Empire’s society was hierarchical, with a rigid class system. At the top were the patricians, wealthy elites who held significant political power. Below them were the plebeians, free citizens with limited political influence, and the vast numbers of slaves who formed the backbone of the economy. The family unit was central, governed by the paterfamilias, the male head who held absolute authority.
Culturally, the Romans were eclectic, absorbing and adapting elements from the civilizations they encountered, particularly the Greeks. Roman art, literature, and philosophy reflected this synthesis, creating a rich cultural tapestry. Latin, the Roman language, became the lingua franca of the Western world, influencing numerous modern languages.
Roman architecture and engineering achievements were monumental. They perfected the arch, vault, and dome, constructing enduring structures like the Colosseum, Pantheon, and aqueducts. These engineering marvels not only showcased Roman ingenuity but also served practical purposes, from public entertainment to water supply.
2024.06.01 Introducing a competency framework for languag learning materials ...Sandy Millin
http://sandymillin.wordpress.com/iateflwebinar2024
Published classroom materials form the basis of syllabuses, drive teacher professional development, and have a potentially huge influence on learners, teachers and education systems. All teachers also create their own materials, whether a few sentences on a blackboard, a highly-structured fully-realised online course, or anything in between. Despite this, the knowledge and skills needed to create effective language learning materials are rarely part of teacher training, and are mostly learnt by trial and error.
Knowledge and skills frameworks, generally called competency frameworks, for ELT teachers, trainers and managers have existed for a few years now. However, until I created one for my MA dissertation, there wasn’t one drawing together what we need to know and do to be able to effectively produce language learning materials.
This webinar will introduce you to my framework, highlighting the key competencies I identified from my research. It will also show how anybody involved in language teaching (any language, not just English!), teacher training, managing schools or developing language learning materials can benefit from using the framework.
Synthetic Fiber Construction in lab .pptxPavel ( NSTU)
Synthetic fiber production is a fascinating and complex field that blends chemistry, engineering, and environmental science. By understanding these aspects, students can gain a comprehensive view of synthetic fiber production, its impact on society and the environment, and the potential for future innovations. Synthetic fibers play a crucial role in modern society, impacting various aspects of daily life, industry, and the environment. ynthetic fibers are integral to modern life, offering a range of benefits from cost-effectiveness and versatility to innovative applications and performance characteristics. While they pose environmental challenges, ongoing research and development aim to create more sustainable and eco-friendly alternatives. Understanding the importance of synthetic fibers helps in appreciating their role in the economy, industry, and daily life, while also emphasizing the need for sustainable practices and innovation.
1. NAME OF THE JOB.
PREAMBLE TO BILL OF QUANTITIES
1. Rates for mobilization to the site includes mobilization all and every equipment,
ancillaries and everything required for these works unless provided for elsewhere and
including distance traveled and allowance for difficulties of access all and everything.
2. Setting up at location includes provisition of stable working plateform or otherwise to
suit the type of test this item applies to
3. Rate for boring and drilling includes provision of clean water or clean water with
additives as approved by the SO and usage of compatible rods, core barrels and drill
and core bits to suit the ground conditions and delivery of rock cores including core
boxes.
4. Rates for sampling includes proper packing, storage and delivery of samples
5. Rates for undisturbed samples includes usage of proprietary sample tubes without
burrs or seams and used without adapters, sealing, storage and safe delivery
6. Standard Penetration test includes usage of proper rods, split spoon as per MS___ ,
sample description in accordance with MS___ and packing, storing and transporting.
7. Rate for vane test includes type of vane and equipment used to provide reliable test
results.
8. Setting up of CPT or Piezeocone over soft ground or water includes for provision of
suitable stable plateform for the purpose
1
2. NAME OF THE JOB.
BILL OF QUANTITIES NO. 1 : PRELIMINARIES
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
1.0 Preliminaries
1.1 Allow for compliance with specifications and conditions of Lump
the contract. sum
1.2 Allow for compliance with all other requirements under Lump
the contract. sum
1.3 Allow for provision of full time professional attendance Lump
on site for the duration of the site operations. sum
1.4 Allow for provision of two (2) number copies of Interim Lump
Factual Report. sum
1.5 Allow for provision of six (6) number copies of complete Lump
Final Factual Report, one compiled and bound set of all sum
raw field and Laboratory sheets and one copy of factual
Report in electronics format.
1.6 Allow for Licensed Surveyor for setting up of all test Lump
locations and taking of levels. sum
1.7 Allow for provision of photographs in electronic format as Lump
per this specifications. Sum
1.8 Provide additional copies of final factual report. No. Rate -
Only
Carried to summary
2
3. NAME OF THE JOB.
BILL OF QUANTITIES NO. 2 : BORING AND CORING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
2.0 Boring and Coring
2.1 Mobilisation of Boring Plants and all and every required Lump
ancillaries to complete works under this contract to the Sum
site including erecting the plants at the First borehole
location if necessary, staging on barges or any other
means of supporting and stabilising the boring plant
above water level, erecting, dismantling and
demobilisation from the site after completion of works.
2.1.1 Extra over above for Air/Foam Drilling Plant and
Ancillaries.
2.1.2 Moving the plant from each position to the next No.
including, if necessary, dismantling and re-erecting on
ground or on supports in Item 2.1 above, including the
provision of any staging if necessary for test location on
land.
2.1.3 - ditto – but for test location over water on very soft
grounds requiring special staging.
2.1.4 Extra over for Air/Foam Drilling Plant and Ancillaries
2.2 Boring in Soil
2.2.1 Carry out borings in soils as per Specification whether
cased or uncased including the provision of "disturbed
samples", delivery to the testing laboratory, and as
directed by S.O.:-
2.2.2 Depth from natural ground or water bed level not m
exceeding 10m.
2.2.3 - ditto - exceeding 10 and not exceeding 20m m
2.2.4 - ditto - exceeding 20m and not exceeding 30m m
2.2.5 - ditto - exceeding 30m and not exceeding 40m m
2.2.6 - ditto - exceeding 40m and not exceeding 50m m
2.2.7 Extra over item 2.3.1 to 2.3.5 for where air foam is used m
Carried Forward
3
4. NAME OF THE JOB.
BILL OF QUANTITIES NO. 2 : BORING AND CORING (Continued)
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
Brought Forward
2.3 Drilling in Rock
2.3.1 Carrying out coring to core size 52mm nominal diameter
in rock including extraction of complete cores, core box
and delivery to the testing laboratory or to location
specified by S.O. as per Specification:-
2.3.2 Depth from natural ground or water bed level not m
exceeding 10m.
2.3.3 - ditto - exceeding 10 and not exceeding 20m m
2.3.4 - ditto - exceeding 20m and not exceeding 30m m
2.3.5 - ditto - exceeding 30m and not exceeding 40m m
2.3.6 - ditto - exceeding 40m m
2.3.7 Extra over item 2.6.1 to 2.6.5 where air foam is used m
2.4 Test/Trial Pit
2.4.1 Excavate trial/test pit in soil to depth not exceeding 2m No.
below ground level. Rate to include necessary timbering
dewatering, and backfilling after excavation. Detail
geological logging of pit face and base including provision
for photograph
2.4.2 - ditto – but 2m to n.e. 4m. No.
2.5 Hand Augering
2.5.1 Carry out hand auger including the provision of m
collecting disturbed samples, depth from ground level
to not exceeding (n.e.) 3.5m
2.5.2 - ditto – but 3.5m to n.e. 7m m
Carried to summary
4
5. NAME OF THE JOB.
BILL OF QUANTITIES NO. 3 : SAMPLING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
3.0 Sampling
3.1 Small Disturbed Samples
3.1.1 Obtain 1kg small disturbed samples with split-barrel No.
tubes or otherwise, depth from ground level to not
exceeding (n. e.) 10m.ckfilling after excavation.
3.1.2 - ditto – but 10m to n.e. 20m No.
3.1.3 - ditto – but 20m to n.e. 30m No.
3.1.4 - ditto – but 30m to n.e. 40m No.
3.1.5 - ditto – but exceeding 40m No.
3.2 Undisturbed Samples
3.2.1 Obtain undisturbed soil samples as per specifications
and deliver to the testing laboratory.
3.2.2 Depth from natural ground or water bed level exceeding No
not exceeding 10m
3.2.3 - ditto - exceeding 10 and not exceeding 20m No.
3.2.4 - ditto - exceeding 20m and not exceeding 30m No.
3.2.5 - ditto - exceeding 30m and not exceeding 40m No.
3.3 Undisturbed Samples (Piston Sampler)
3.3.1 Obtain undisturbed samples with stationery piston No.
sampler from the bottom of borehole, depth from ground
level to not exceeding (n.e.) 10m.
3.3.2 - ditto – but 10m to n.e. 20m No.
3.3.3 - ditto – but 20m to n.e. 30m No.
3.3.4 - ditto – but exceeding 30m No.
Carried Forward
5
6. NAME OF THE JOB.
BILL OF QUANTITIES NO. 3: SAMPLING (Continued)
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
Brought Forward
3.4 Undisturbed Block Samples
3.4.1 Obtain Undisturbed 300mm cube sample in wooden No.
packing at depth not exceeding 4.0m and insitu
handvane and hand penetrometer testing at 0.3m
interval to 4.0m.
3.5 Bulk Disturbed Samples
3.5.1 Obtain 45kg bulk disturbed samples from percussion No.
borehole, depth from ground level to not exceeding (n.e.)
10m
3.6 Water Sample
3.6.1 Collect representative ground water sample from the No.
borehole as per specification or as directed by. S.O. and
deliver to the testing laboratory
Carried to summary
6
7. NAME OF THE JOB.
BILL OF QUANTITIES NO. 4: IN-SITU TESTS
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
4.0 In-situ Tests
4.1 Standard Penetration Tests
4.1.1 Carrying out Standard Penetration Test and obtaining
disturbed samples including packaging and transport as
per Specification:-
4.1.2 Depth measured from natural ground or water bed level No.
not exceeding 10m.
4.1.3 - ditto - exceeding 10 and not exceeding 20m No.
4.1.4 - ditto - exceeding 20m and not exceeding 30m No.
4.1.5 - ditto - exceeding 30m and not exceeding 40m No.
4.1.6 - ditto - exceeding 40m and not exceeding 50m No.
4.2 Vane Shear Tests In Borehole
4.2.1 Carrying out Vane Shear Test and including disturbed
samples as per Specification:-
4.2.2 Depth measured from natural ground or water bed level No.
not exceeding 10m.
4.2.3 - ditto - exceeding 10 and not exceeding 20m No.
4.2.4 - ditto - exceeding 20m and not exceeding 30m No.
4.2.5 - ditto - exceeding 30m and not exceeding 40m No.
4.2.6 - ditto - exceeding 40m and not exceeding 50m No. -
4.3 Penetration Field Vane Test
4.3.1 Setting out of location, setting up, dismantling and
moving equipment for penetration vane test on land.
4.3.2 - ditto but over swampy ground or water log area No.
4.3.3 Advance vane, depth from ground level to not m
Exceeding (n.e.) 10m.
Carried Forward 4,700.00
7
8. NAME OF THE JOB.
BILL OF QUANTITIES NO. 4: IN-SITU TESTS (Continued)
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
Brought Forward
4.3.4 - ditto – but from 10m to n. e. 20m. m
4.3.5 - ditto – but from 20m to n. e. 30m. m
4.3.6 Carry out field Vane Test No.
4.4 “Mackintosh” Probes
4.4.1 Carrying out “Mackintosh” Probes as per Specification No.
to maximum depth from natural ground or water bed not
to exceed 20m or 300 blow/300mm whichever comes
first.
4.5 Deep Sounding Test (Piezocone)
4.5.1 Setting out of location, setting up, dismantling and No.
moving deep sounding machine of specified capacity
and reaction on land.
4.5.2 - ditto – but over soft/swampy ground, water loggged No.
areas or over water.
4.5.3 Carry out deep sounding test (piezocone), depth from m
ground level to not exceeding (n.e.) 10m.
4.5.4 - ditto – but from 10m to n.e. 20m m
4.5.5 - ditto – but from 20m to n.e. 30m m
4.5.6 - ditto – but from 30m to n.e. 40m m
4.5.7 Carry out dissipation test. hrs
Deep Sounding Test (Mechanical)
4.5.9 Setting out of location, setting up, dismantling and No.
moving deep sounding machine or specified capacity
and reaction on land.
Carried Forward
8
9. NAME OF THE JOB.
BILL OF QUANTITIES NO. 4: IN-SITU TESTS (Continued)
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
Brought Forward
4.5.10 - ditto – but over soft/swampy ground, water log area No.
or shallow water where matting is required for
movement and setting up.
4.5.11 - ditto – but over deep water where fixed platform or No.
temporary floating platform is required.
4.5.12 Carry out deep sounding test (mechanical), depth m
from ground level to not exceeding (n.e.) 10m.
4.5.13 - ditto – but from 10m to n.e. 20m m
4.5.14 - ditto – but from 20m to n.e. 30m m
4.5.15 - ditto – but from 30m to n.e. 40m m
4.6 Plate Bearing Tests
4.6.1 Carry out plate bearing test of plate size of 762mm No.
diameter with loading to maximum pressure of 200kPa.
Test shall be carried out as per BS 1377 or as directed
by the Engineer.
Two cycles of loading is required with first cycles of
100kPa and second cycle of 200kPa. Second cycle of
loading shall be maintained for 24 hours at the peak
load.
4.7 Footing Tests
4.7.1 Test shall be carried out as per BS 1377 or as directed
by the Engineer. When the final load increment has
been applied and the immediate settlement has been
measured, further measurements of settlement at
suitable intervals of time up to a minimum period of at
least 50 days shall be taken.
4.7.2 To carry out 1220mm x 1220mm reinforced concrete No.
footing test including all required equipment, weights and
handling all according to the specification or all as
directed by the Engineer.
4.8 PRESSUREMETER TESTS
Carried to summary
9
10. NAME OF THE JOB.
BILL OF QUANTITIES NO. 5 : INSTRUMENTATION
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
5.0 Instrumentation
5.1 Standpipe Piezometers
5.1.1 Supply and install Standpipe Piezometer tip with No.
protective cover including concreting, sand filter, etc.
5.1.2 Supply and install Piezometer tubing and specified M
backfill.
5.1.3 Supply and installation of Piezometer Buckets complete No.
with weights, string etc.
5.2 Standpipe
5.2.1 Supply and install Standpipe tubing, specified backfill, m
sand filter, filter fabric, concrete, etc.
5.3 Monitoring Water Level
5.3.1 Monitoring water level in Standpipe Piezometer or in Trip
Standpipe with a dipmeter and in Piezometer Buckets
for the duration of the soil investigation contract.
5.4 Inclinometer
Carried to summary
10
11. NAME OF THE JOB.
BILL OF QUANTITIES NO. 6: LABORATORY TESTS
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
6.0 Laboratory Tests
(Test method numbers are as per B.S. 1377:1990
unless otherwise indicated).
6.1 Classification Tests.
6.1.1 Moisture content (Method 3.2 B.S 1377: Part 2 : 1990) No.
6.1.2 Liquid Limit (Method 4.3 B.S 1377 : Part 2 : 1990) No.
6.1.3 Plastic Limit (Method 5.3 B.S 1377 : Part 2 : 1990) No.
6.1.4 Specific Gravity (Method 8.2 or 8.3 or 8.4 B.S 137 : No.
Part 2 : 1990)
6.1.5 Density / Bulk Density (Method 7.2 or 7.3 or 7.4 B.S 1377: No.
Part 2 : 1990)
6.1.6 Particle size distribution for coarse-grained soils (Method No.
9.2 B.S 1377: Part 2: 1990)
6.1.7 Particle size distribution for fine-grained soils (Method 9.5 No.
B.S 1377: Part 2: 1990)
6.2 Soil Strength Tests
6.2.1 Carry out strength tests on undisturbed samples
6.2.2 One dimensional consolidation on undisturbed soil No.
sample (Method 3 B.S. 1377: Part 5: 1990)
6.2.3 Isotropically Consolidated undrained triaxial compression Series
test on undisturbed soil sample with pore water pressure
and volume change measurement on a set of 3 specimen
of 50mm diameter (Method 7: B.S. 1377: Part 8: 1990)
6.2.4 Unconsolidated undrained triaxial compression test on Series
undisturbed soil sample without pore water pressure and
volume change measurement on a set of 3 specimen of
50mm diameter (Method 8: B.S. 1377: Part 7: 1990)
11
12. NAME OF THE JOB.
Carried Forward
BILL OF QUANTITIES NO. 6: LABORATORY TESTS (Continued)
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
(RM) (RM)
Brought Forward 8,700.00
6.3 Rock Strength Test
6.3.1 Carry out strength test on rock core samples. Unconfined Series
compressive strength of Rock Core Samples.
6.4 Soil Chemical Test
6.4.1 Organic matter content (Method 3: B.S 1377: Part 3: No.
1990)
6.4.2 Sulphate content of ground water or soil (Method 5: B.S No.
1377: Part 3: 1990)
6.4.3 pH value (Method 9: B.S 1377: Part 3: 1990) No.
6.4.4 Chloride content (Method 7: B.S 1377: Part 3: 1990) No.
Carried to summary
12
13. NAME OF THE JOB.
GENERAL SUMMARY OF TENDER
BILL
NO. DESCRIPTION PAGE NO. AMOUNT
(RM)
1 General Conditions and Preliminaries Page 1
2 Boring and Coring Page 2 - 3
3 Sampling Page 4 - 5
4 In-situ Tests Page 6 - 8
5 Instrumentation Page 9
6 Laboratory Tests Page 10 - 11
TOTAL TENDERED AMOUNT
Sum of Malaysian Ringgit : _______________________________________________________________
Contract No: _____________________________________ for the above works entered into on the day of
____/_______/ ________ by the undersigned parties refers to the Bill of Quantities and items included in this
General Summary which are shall be read and contrued as part of the said Contract.
Contractor
..........................................
Name:
Date:
Witness
..........................................
Name:
Date:
13