Post on 08-Jan-2022
1
QUALIFICATION OF BIDDING CONTRACTORS FOR GEOTECHNICAL
INVESTIGATIONS ALONG SUKI KINARI TO MAIRA TRANSMISSION LINE,
PACKAGE-1 (SUKI KINARI TO KALAS, KOHALA)
1. Qualification Criteria
Qualification will be based on the criteria given in the following paras regarding the Applicant’s
experience, personnel and equipment capabilities, financial position and litigation history, as
demonstrated by the Applicant’s responses in the Forms attached as Annex-A to this Document.
The Employer reserves the right to waive minor deviations, if these do not materially affect the
capability of an Applicant to perform the contract by the Applicant.
Experience and resources of the Company intended to be employed as sub-contractor shall not be
taken into account in determining the Applicant’s compliance with the qualifying criteria.
However, for joint venture, collective experience, resources and financial soundness of all partners
shall be considered.
1.1 General Information
The Applicant shall provide general information of his firm as per the format specified in the
Application Form A-1 attached in Annex-A.
1.2 Experience of the Firm
The Applicant shall meet the following minimum criteria:
1) Successful experience as contractor in the execution of at least five (05) projects involving
bulk of geotechnical investigations within the last five (05) years. This experience should
specifically be of geotechnical investigations of similar nature. The Applicant will supply
information as per the format specified in the Application Form A-2 attached in Annex-A.
1.3 Personnel Capabilities
The Applicant must have in his employment, suitably qualified and experience personnel to fulfill
the positions tabulated below. The Applicant will supply information as per the format specified in
the Application Form A-3 attached in Annex-A.
Sr.
No. Position Qualification* No.
Minimum
Experience
(Years)
1 Technical
Manager B.Sc. Civil Engg. 1 10
2
Site Geologist/
Supervisor /
Engineer
M. Sc. Geology/ B.Sc.
Civil Engg. / B.Sc.
Geological Engg./
B.sc Geology (4 years)
4 5
3 HSE Supervisor HSE Certification
course 1 1
4 Driller Literate 4 10
2
5 Skilled Labour - As
Required -
1.4 Equipment Capabilities
The Applicant should own, or have assured access to the following key items of equipment in full
working order, and must demonstrate that, based on known commitments, these will be available
for deployment on the proposed works.
Sr.
No. Equipment Type & Characteristics
Minimum
Number
Required
1
Straight Rotary Drilling rigs complete in all respects including rods, bits,
mud pumps etc. in excellent condition.
The equipment shall be capable to obtain a minimum core recovery of 70
to 80% and to complete the investigations within stipulated time.
4
2 Percussion boring sets (> 250 mm diameter) complete in all respects
including tripod, chisel/bit etc. 2
3 Casing sets having various diameters for all types of boring at least 20 m
in length with casing bits. 3
4 Core barrels (single tube & double tube), coring bits and casing bits as
per site requirement 3
5 Standard penetration test equipment complete in all respects including
all rods, split spoon sampler, hammer and containers etc. 3
6 Denison/Pitcher/Shelby samplers and UDS Tubes 3 each
7 Hydraulic jacks with all accessories for the extraction of casings 3
8 Electrically operated sounder for groundwater level measurement 3
9 Field density test apparatus (with 6 and 12 inches dia. cone) complete in
all respect 3 each
10
Wooden boxes for the preservation of undisturbed soil samples and rock
cores including wooden separators. The width of the wooden strips
should be sufficient for detailing.
As required
11 Transport for mobilization of equipment As required
12 Transport (4 wheel drive) at site along with temporary site office with all
accessories. 2
The Applicant will supply information as per the format specified in the Application Form A-4
attached in Annex-A.
1.5 Financial Capabilities
The Applicant shall meet the following minimum criteria:
1) Annual turnover which is also termed as income from contracting for procurement of
geotechnical investigations and is defined as billing for works completed during the last five
(5) years of at least Rs. 8 million or the said figure has been achieved in any year during the
last five (5) years.
3
The Applicant shall also provide evidence of financial health such as bank account statements,
available line of credits, etc., to show the soundness of the Applicant’s financial position for
procurement of geotechnical investigations works. The Applicant will provide annual turnover of
the geotechnical investigation works carried out by him during the last five years. The Applicant
will supply annual turnover information as per the format specified in the Application Form A-5
attached in Annex-A.
1.6 Litigation History
The Applicant should provide accurate information on any litigation or arbitration resulting from
Contracts completed or under execution over the last five (05) years. The Applicant will supply
information as per the format specified in the Application Form A-6 attached in Annex-A. A
consistent/ overwhelming history of award against the Applicant may result in rejection of the
application. In case an Applicant claims Nil litigation, he shall submit the same statement on the
letter head of his company.
1.7 Application of Health, Safety and Environmental Standards
The Applicant should provide the HSE Policies and supporting documentary evidence for the
following:
i) First Aid Box
ii) Personnel Protective Equipments (PPEs)
iii) Standard Operating Procedures (SOPs)
iv) Health, Safety and Environmental (HSE) Policies
v) HSE staff
4
Annex-A
Application Form A-1 Page___ of ____Pages
General Information
All individual Applicants applying for qualification are requested to complete the information in
this form. Nationality information (if applicable) is also to be provided for foreign owners as
required under the PEC Bye-Laws as a Partnership.
1. Name of Firm
2. Head Office Address
3. Telephone Contact Person:
Name:
Title:
Cell No.
4. Fax E-mail
5. Place of Incorporation/Registration* Year of incorporation/registration
* Attach copy of valid PEC Registration Certificate of the firm.
5
Application Form A-2 Page___ of ____Pages
Experience of the Firm
Name of Applicant: __________________________________________________
Sr.
No.
Name of Project Value of Geotech
Contract*
(Pak Rs.)
Contract Duration
*Attach copy of Letter of Awards / Project Completion Certificates for any five (5) latest projects.
6
Application Form A-3 Page___ of ____Pages
Personnel Capabilities
Name of Applicant: _______________________________________________________
Sr.
No. Name of Person Qualification
Designation/
Position* Total Experience
*Attach Appointment Letters and CVs of the Key Staff Members.
7
Application Form A-4 Page___ of ____Pages
Equipment Capabilities
Name of Applicant: _______________________________________________________
Sr.
No.
Equipment
Description
Capacity Number of
Equipment
Working Condition
a) Very good
b) Good
c) Satisfactory
Current
Location
8
Application Form A-5 Page___ of ____Pages
Financial Capabilities*
Name of Applicant: _______________________________________________________
Year Annual Turnover
(in PKR)
2017 - 2018
2016 - 2017
2015 - 2016
2014 - 2015
2013 - 2014
* Note:
1. Financial soundness certificate from the bank(s) as specified in section 1.5 must be
provided by the Applicant.
2. Certificate of Active taxpayer under the provisions of Income Tax Ordinance, 2001 and
Provincial Sales Tax on Services (The Contractor shall submit a copy of the latest web
downloaded certificates of Income Tax and Provincial Sales Tax on Services showing the
Status as Active).
9
Application Form A-6 Page___ of ____Pages
Litigation History
Name of Applicant: ____________________________________________________
Year
Award for
or against
Applicant
Name of Client, cause of litigation, and
matter in dispute
Disputed
amount
(current value
Pak Rs. or
equivalent)
10
Application Form A-7 Page___ of ____Pages
Health, Safety and Environmental (HSE) Policies Personal Protective Equipment (PPE) and Standard Operating Procedures (SOP) of the Contractor
Name of Applicant: _________________________________________________
The Applicant should provide the following policies/supporting documentary evidence as required in Para 1.7. A. HSE Policies
Please attach HSE Policies
B. Details of PPE Available with the Contractor
Sr. No. Type of PPE Total Number
C. Details of SOPs of the Contractor
Please attach the copies of SOPs
ANNEXURE-1(Page 1/2)
Rate Amount
PKR PKR
A. FIELD INVESTIGATIONS
A1
Mobilization and demobilization of atleast three (03) straight rotary/heavy percussion drilling
rigs alongwith allied accessories at site including access to the site, setting-up and shifting from
one investigation point to another. The equipment shall be adequate in quantity to meet the time
schedule.
L.S. Job
A2
Execution of eighteen (18) boreholes upto maximum depth of 10 to 15 m below NSL in
overburben soils or upto the bedrock, whichever is met earlier by straight rotary/heavy
precussion method including backfilling of boreholes to their original position using cement-
sand-bentonite mix. Minimum permissible diameter of borehole is 150 mm precussion method
and 101 mm for straight rotary method for soil strata.
L.M. 70
A3
Continuous core drilling (NX Size) in bedrock up to a maximum depth of 8 m below rock strike
level by using double tube core barrel, including extraction, preservation of core samples in
core boxes, waxing, packing, photography of rock cores and transportation of core samples to
the laboratory.
L.M. 110
A4
Performance of Standard Penetration Tests (SPTs) in boreholes in overburden soils as well as in
weathered rock generally at 1 m interval along with collection of SPT samples, including their
labelling, packing, storage & transportation to an approved testing laboratory.
No. 50
A5
Collection of relatively undistrubed soil samples from boreholes through Denison/ Pitcher/
Shelby sampler, including their waxing, labelling, packing, storage & transportation to an
approved testing laboratory.
No. 15
A6
Excavation of forty (40) testpits up to maximum depth below NSL of 2.0 to 3.0 m at locations
specified by the Engineer in overburden soils or up to the bedrock, whichever met earlier along
with collection of disturbed samples, including their labelling, packing, storage & transportation
to an approved testing laboratory, including backfilling of pits to their original condition.
L.M. 110
A7
Performance of field density tests by sand replacement method in testpits generally @ 1 tests/pit
at selected horizons, including determination of in-situ bulk and dry density and collection of
small disturbed samples in moisture tins for moisture content determination in laboratory by
oven drying method as well as labelling,packing, storage & transportation to an approved testing
laboratory.
No. 20
A8Collection of undistrubed block samples (30 cm*30cm*30cm) from testpits including their
waxing, labelling, packing, storage & transportation to an approved laboratory. No. 15
A9Collection of water samples from borehole (if encountered) including their labelling, packing,
storage & transportation to an approved testing laboratory.No. 8
Sub-Total A =
Qty.
GEOTECHNICAL INVESTIGATIONS
5. The Contractor shall arrange transport for Engineer's supervisory staff for site duties (from hotel to drilling site and back to hotel).
4. Contractor shall ensure a minimum core recovery of 70 to 80 %. The drilling contractor shall be responsible for required recovery of rock core
during coring process. In case of poor core recovery, a supplementary borehole shall be drilled by the Contractor without any extra cost.
1. Establishment of coordinates and ground elevations of all the investigation points using total station / GPS is included in the scope of work. The
coordinates should be provided with reference to a permanent bench mark established at site.
2. Preferred method of drilling will be straight rotary method. Percussion drilling will only be allowed in case of gravelly strata.
3. All the disturbed/undisturbed soil/rock samples shall be stored and transported as per ASTM/BS/ISRM or other relevant international standards.
The area ratio and clearance ratio of the thin walled tube, should be in strict compliance with relevant ASTM standard.
GEOTECHNICAL INVESTIGATIONS ALONG SUKI KINARI TO MAIRA TRANSMISSION LINE,
PACKAGE-1 (SUKI KINARI TO KALAS, KOHALA)
BILL OF QUANTITIES
Sr.
No.
Description Unit
ANNEXURE-1(Page 2/2)
Rate Amount
PKR PKR
B. LABORATORY TESTING
B1 Sieve analysis No. 50
B2 Hydrometer analysis (with pretreatment) No. 15
B3 Liquid and plastic limits No. 15
B4 Bulk and dry density No. 25
B5 Consolidation with swell potential measurement No. 10
B6 Direct Shear (undisturbed samples) No. 10
B7 Direct Shear (Fully softened and residual φ) No. 5
B8 Unconfined Compression (on soil samples) No. 20
B9 Unconfined Compression (on rock samples) No. 50
B10 Point Load Index No. 25
B11 Sulphate content No. 10
B12 Chloride content No. 10
B13 Organic matter content No. 10
B14Complete chemical analysis of water samples i.e TDS,
SO4, CL & pHNo. 8
Sub-Total B =
Name of Laboratory:
GEOTECHNICAL INVESTIGATIONS ALONG SUKI KINARI TO MAIRA TRANSMISSION LINE,
PACKAGE-1 (SUKI KINARI TO KALAS, KOHALA)
BILL OF QUANTITIES
Sr.
No.
Description Unit Qty.
GEOTECHNICAL INVESTIGATIONS
Total (A+B)=