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ADDENDUM NO. 4
TO THE
INSTRUCTIONS TO BIDDERS, BID FORMS, CONTRACT DOCUMENTS,
SPECIFICATIONS AND PLANS
FOR THE
ST. GEORGE REPLACEMENT AIRPORT
FINISH GRADING PROJECT
ST. GEORGE, UTAH
PROJECT NO. 0901
INQUIRY NO. FGP-09-0019 RA
AIP NO. 3-49-0060-XX
The Contract Documents described herein are modified and, in case of conflict, superseded
by this addendum as of April 30, 2009. Proposers are hereby instructed to acknowledge
receipt of this addendum by completing and faxing the attached Receipt Confirmation.
Proposers are also hereby instructed to acknowledge incorporation of the addendum in the
proposal by writing “Addendum No. 4” in the space provided on the CONTRACT
PROPOSAL of the contract documents.
The Proposal due date is: Not Changed. The Proposal due date is Tuesday, May 5, 2009,
at 3:00 P.M. MDT, local time.
Steven L. Domino
Program Manager
Jacobs Engineering
Date: April 30, 2009
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
ADDENDUM NO. 4
Proposers are informed that the Contract Documents for the above Project are modified as
follows:
1. BID DOCUMENTS
ITEM NO. 1 – CONTRACT PROPOSAL
Remove the CONTRACT PROPOSAL and replace with the enclosed CONTRACT
PROPOSAL (ADDENDUM NO. 4)
ITEM NO. 2 – CONTRACT AGREEMENT
Remove the CONTRACT AGREEMENT and replace with the enclosed CONTRACT
AGREEMENT.
12. Basis of Award
ITEM NO. 3
Replace ADDENDUM NO. 3 BID SCHEDULE – ADDENDUM NO. 3 BASE BID – with the
enclosed ADDENDUM NO. 4 BID SCHEDULE – ADDENDUM NO. 4 BASE BID.
ITEM NO. 4
Replace ADDENDUM NO. 3 BID SCHEDULE – ADDENDUM NO. 3 BASE BID PLUS
ALTERNATE with the enclosed ADDENDUM NO. 4 BID SCHEDULE – ADDENDUM NO. 4
BASE BID PLUS ALTERNATE.
2. GENERAL CONDITIONS (City of St. George)
ITEM NO. 5
In Section 15 TIME FOR COMPLETION AND LIQUIDATED DAMAGES, Subsection 15.5,
Construction Phasing and Liquidated Damages, change Subsection 15.5 to read as follows:
“15.5 Construction Phasing and Liquidated Damages. Construction sequence shall include
the following phases:
Phase 1: Phase 1 requires the over excavation of the Terminal and ARFF building pad
areas to the limits indicated on Sheet Numbers GR-39, GR-40, and DT-10 of the bid
drawings. Phase 1 also requires building pad preparation for the Terminal Building including
Crushed Structural Fill - Building Pads and Select Structural Fill to the limits indicated in
Detail 3 on Sheet Number DT-10, and on GR-39, and GR-40.
Phase 2: Phase 2 requires the completion of the GA Access Road from STA 10+50 to STA
18+00 as described on Drawing Sheet Numbers PP-43 and GR-60, and as described in
Technical Specification Section P-152 - Excavation and Embankment.
Phase 3: Phase 3 requires completion of the building pad preparation including Crushed
Structural Fill - Building Pads and Select Structural Fill to the limits indicated in Detail 3 on
Drawing Sheet Number DT-10, and on GR-39, and GR-40.
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
Phase 4: Phase 4 requires the Completion of all Base Bid work as described in the Bid
Documents. If the Alternate Bid is not awarded, Phase 4 is Completion of the Project.
Phase 5: Phase 5 requires Completion of all Base Bid Plus Alternate work. If the Base Bid
Plus Alternate is not awarded, Phase 5 shall become null and void.
Construction time and liquidated damages shall apply to each phase as follows:
SCHEDULE ALLOWED CONSTRUCTION LIQUIDATED
TIME DAMAGES COST
Phase 1 – Terminal Building 30 Calendar Days From NTP $12,500.00 per
Pad Preparation calendar day
Phase 2 – GA Access Road 30 Calendar Days From NTP $5,000.00 per
calendar day
Phase 3 – Completion of 60 Calendar Days From NTP $5,000.00 per
Build Pad Preparation calendar day
Phase 4 – Completion of 120 Calendar Days From NTP $5,000.00 per
Project if Base Bid only is calendar day
awarded
Phase 5 – Completion of 150 Calendar Days From NTP $5,000.00 per
Project if Base Bid Plus calendar day
Alternate is Awarded
Permitting the Contractor to continue and finish the work or any part of it after the time fixed
for its completion, or after the date to which the time for completion may have been
extended, will in no way operate as a wavier on the part of the Owner of any of its rights
under the contract.”
3. GENERAL PROVISIONS (FAA)
ITEM NO. 6
In Section 80 PROSECUTION AND PROGRESS, Subsection 80-08 FAILURE TO
COMPLETE ON TIME, change Subsection 80-08 to read as follows:
“80-08 FAILURE TO COMPLETE ON TIME. For each calendar day, as specified in the
contract, that any work remains uncompleted after the contract time (including all extensions
and adjustments as provided in the subsection titled DETERMINATION AND EXTENSION
OF CONTRACT TIME of this Section) the sums specified in the contract agreement and
contract proposal as liquidated damages will be deducted from any money due or to become
due the Contractor or his/her surety. Such deducted sums shall not be deducted as a
penalty but shall be considered as liquidation of a reasonable portion of damages including
but not limited to additional engineering services that will be incurred by the Owner should
the Contractor fail to complete the work in the time provided in his/her contract.
Phase 1: Phase 1 requires the over excavation of the Terminal and ARFF building pad
areas to the limits indicated on Sheet Numbers GR-39, GR-40, and DT-10 of the bid
drawings. Phase 1 also requires building pad preparation for the Terminal Building including
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
Crushed Structural Fill - Building Pads and Select Structural Fill to the limits indicated in
Detail 3 on Sheet Number DT-10, and on GR-39, and GR-40.
Phase 2: Phase 2 requires the completion of the GA Access Road from STA 10+50 to STA
18+00 as described on Drawing Sheet Numbers PP-43 and GR-60, and as described in
Technical Specification Section P-152 - Excavation and Embankment.
Phase 3: Phase 3 requires completion of the building pad preparation including Crushed
Structural Fill - Building Pads and Select Structural Fill to the limits indicated in Detail 3 on
Drawing Sheet Number DT-10, and on GR-39, and GR-40.
Phase 4: Phase 4 requires the Completion of all Base Bid work as described in the Bid
Documents. If the Alternate Bid is not awarded, Phase 4 is Completion of the Project.
Phase 5: Phase 5 requires Completion of all Base Bid Plus Alternate Bid work. If the Base
Bid Plus Alternate is not awarded, Phase 5 shall become null and void.
Construction time and liquidated damages shall apply to each phase as follows:
SCHEDULE ALLOWED CONSTRUCTION LIQUIDATED
TIME DAMAGES COST
Phase 1 – Terminal Building 30 Calendar Days From NTP $12,500.00 per
Pad Preparation calendar day
Phase 2 – GA Access Road 30 Calendar Days From NTP $5,000.00 per
calendar day
Phase 3 – Completion of 60 Calendar Days From NTP $5,000.00 per
Build Pad Preparation calendar day
Phase 4 – Completion of 120 Calendar Days From NTP $5,000.00 per
Project if Base Bid only is calendar day
awarded
Phase 5 – Completion of 150 Calendar Days From NTP $5,000.00 per
Project if Base Bid Plus calendar day
Alternate is Awarded
Permitting the Contractor to continue and finish the work or any part of it after the time fixed
for its completion, or after the date to which the time for completion may have been
extended, will in no way operate as a wavier on the part of the Owner of any of its rights
under the contract.”
4. SPECIAL CONDITIONS
ITEM NO. 7
In Section 9 ENVIRONMENTAL REGULATIONS AND PROTECTION, Subsection 9.15
GENERAL CONSTRUCTION STORM WATER PERMIT, change the last sentence in Item
No. 3 Projects That Disturb Greater than Five Acres, to read as follows:
“The Engineer has determined that this project will disturb more than 5 acres and that
requirement 3 described above applies for this project.”
4. FEDERAL CONDITIONS
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
No Items.
5. TECHNICAL SPECIFICATIONS – VOLUME 2
ITEM NO. 8
In Item G-100 MOBILIZATION/DEMOBILIZATION, Section G-100-2.1, add Paragraph j. as
follows:
“j. Final cleanup and inspection.”
ITEM NO. 9
Add G-100 Mobilization/Demobilization, Section G-100-2.1 Paragraph l. as follows:
l. Construction Water Pond and Appurtenances. Contractor shall construct a pond and
appurtenances for use in storing water used for construction purposes. The Contractor will be
required to take all of the construction water it uses from this pond. The pond shall be at least 30 feet
wide by 30 feet long, measured along the bottom, by 6 feet deep. The pond shall be lined with an
HDPE welded seam geomembrane material of at lease 60 mil thickness.
The Contractor will be required to construct a pipeline feed from the nearest available City water
source – which is near the construction access point to the site. The pipeline shall be buried where
necessary so as not to create a traffic hazard. The Contractor shall provide backflow preventer(s) and
meter(s) of the sizes and nature required by the City’s utility department.
The Contractor shall leave the pond, liner, all pipes, valves, meter, backflow preventer, and all other
appurtenance required for a fully function construction water delivery and storage system. The
Contractor may retain possession of equipment used to take water from the pond and load it into
equipment it uses to transporting water around the construction site.
The Contractor is required to repair or replace any leaks to the liner and/or water delivery system for a
period of three years after substantial completion of the work. The Contractor shall also be
responsible for repairing or replacing any malfunctioning equipment. Repair work shall be completed
within 48 hours of notification by the Owner. The Contractor will not be responsible for repair or
replacement of materials or equipment that was caused by the negligent and/or willful destructive acts
of others.
The Contractor shall submit shop drawing for Engineer review.
ITEM NO. 10
Add G-100 Mobilization/Demobilization, Section G-100-3.3 Paragraph l. as follows:
100-3.3 Payment for Construction Water Pond and Appurtenances will be made at the unit lump sum
bid price which shall be full compensation for all work associated with constructing and maintaining
the pond and appurtenances. A single payment will be made when the pond is fully operational and
accepted by Engineer
ITEM NO. 11
Add the following to the end of G-100 Mobilization/Demobilization, Payment will be made under: as
follows:
Item G-100.02 Construction Water Pond and Appurtenances Per Lump Sum
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
ITEM NO. 12
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-1.2, delete Paragraph b.
in its entirety and replace with Paragraph b. in its entirety as follows:
“b. Rock Blasting. Blasting may be required for solid rock in ledges, in bedded
deposits, in unstratified masses, conglomerate deposits, and cemented caliche deposits
which have a Rippability Index greater than 1,000 as determined by ASTM STP 984 and are
so firmly cemented they cannot be removed by using rippers on a properly operating Cat D-
10 bulldozer (operating mass of 171,675 pounds at 700 HP; flywheel power of 522 kW). The
presence of isolated boulders or rock fragments larger than one (1) cubic yard will not in
itself be sufficient cause to change the classification of the surrounding material. In variable
deposits, “Rock Blasting” shall be deemed required for material where a Cat D10R with a
single shank has a production rate less than 250 bank cubic yards per hour. The effort
associated with blasting, where deemed required by this paragraph, will be compensated for
in the “Rock Blasting” Pay Item.”
ITEM NO. 13
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.2, delete Paragraph b.
in its entirety and replace with Paragraph b. in its entirety as follows:
“b. Undercutting. Rock, shale, hardpan, loose rock, boulders, or other material
unsatisfactory for safety areas, subgrades, roads, shoulders, or any areas intended for
seeding shall be excavated to a minimum depth of 12 inches (300 mm), or to the depth
specified by the Engineer, below the subgrade. Muck, peat, matted roots, or other yielding
material, unsatisfactory for subgrade foundation, shall be removed to the depth specified.
Unsuitable Material shall be disposed of at locations shown on the plans. This excavated
material shall be paid for at the contract unit price per cubic yard for “Unclassified
Excavation”. The excavated area shall be refilled with Suitable Material obtained from the
grading operations and compacted to specified densities. The necessary refilling will
constitute a part of the embankment. Where rock cuts are made and refilled with Suitable
Material, any pockets created in the rock surface shall be drained in accordance with the
details shown on the plans.”
ITEM NO. 14
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.2.e, delete the first
paragraph in its entirety and replace with the first paragraph in its entirety as follows:
“e. Compaction Requirements. The bottom of excavation, and/or top of existing soils
prior to fill placement, shall be compacted to a density of not less than 90 percent for fine-
grained soils (material with 50 percent or greater passing the No. 200 sieve) or 95 percent
for granular soils (material with less than 50 percent passing the No. 200 sieve) of the
maximum density as determined by ASTM D 1557. The material to be compacted shall be
+2 percent of optimum moisture content before being rolled to obtain the prescribed
compaction (except for expansive soils).”
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
ITEM NO. 15
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.2.e, delete the third
paragraph in its entirety and replace with the third paragraph in its entirety as follows:
“The density of soils in the bottom of the excavation, and/or the upper surface of soils prior to
fill placement, shall be tested at least once per 2,500 square yards (2,100 square meters).
Laboratory moisture and density testing will be performed on material samples taken before
compaction. Laboratory moisture and density determination will be performed according to
ASTM D 1557.”
ITEM NO. 16
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.6, delete the first
sentence of the sixth paragraph in its entirety and replace with the first sentence of the sixth
paragraph in its entirety as follows:
“The material in the layer shall be +2 percent of optimum moisture content before rolling to
obtain the prescribed compaction; except the claystone/mudstone material shall be +2
percent to +4 percent of optimum moisture content.”
ITEM NO. 17
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.6.1, delete Paragraph
a. in its entirety and replace with Paragraph a. in its entirety as follows:
“a. All embankment material shall be granular well-graded, 4-inch minus material placed
in lifts not to exceed 8 inches in loose depth.”
ITEM NO. 18
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.7, delete the last
paragraph in its entirety and replace with the last paragraph in its entirety as follows:
“No Crushed Structural Fill shall be placed on the grade until such grade has been approved
by the Engineer.”
ITEM NO. 19
In Item P-152 EXCAVATION AND EMBANKMENT, Section P-152-2.9, delete Paragraph 2.9
in its entirety and replace with Paragraph 2.9 in its entirety as follows:
“152-2.9 Tolerances. The top of the finish grade shall be of such smoothness that, when
tested with a 16-foot (4.8 m) straightedge applied parallel and at right angles to the
centerline, it shall not show any deviation in excess of 1/2-inch (12 mm), or shall not be more
than 0.10-foot (0.03 m) from true grade as established by grade hubs or pins. Additionally,
the average elevation of all actual elevations on 50 foot intervals shall not vary from the
design elevations shown on the drawings by more than 0.05-foot. Any deviation in excess of
these amounts shall be corrected by loosening, adding, or removing materials; reshaping;
and recompacting by sprinkling and rolling.”
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
ITEM NO. 20
Item P-152 Excavation and Embankment Section 152-2.6, replace last sentence in fifteenth
paragraph in Section 2.6 as;
“These type lifts shall not be constructed above an elevation 4 feet (120 cm) below the
finished grade“.
6. PLANS
ITEM NO. 21 – DRAWING NUMBER DT-10
Replace Drawing Number DT-10 “MATERIAL PLACEMENT DETAILS I” dated 04/27/2009
with Drawing dated 04/30/2009 included in this Addendum.
ITEM NO. 22 – DRAWING NUMBER DT-11
Replace Drawing Number DT-11 “MATERIAL PLACEMENT DETAILS II” dated 04/27/2009
with Drawing dated 04/30/2009 included in this Addendum.
ITEM NO. 23 – DRAWING NUMBER GR-002
Replace Drawing Number GR-002 “OVERALL GRADING PLAN VIEW 2” dated 04/27/2009
with Drawing dated 04/30/2009 included in this Addendum.
ITEM NO. 24 – DRAWING NUMBER GR-04
Replace Drawing Number GR-04 “GRADING AND DRAINAGE PLAN VIEW B-04” dated
04/15/2009 with Drawing dated 04/30/09 included in this Addendum.
ITEM NO. 25 – DRAWING NUMBER SM-01
Replace Drawing Number SM-01 “BID ITEM TABULATION & SUMMARY – DRAINAGE
SYSTEMS” dated 04/37/2009 with Drawing dated 04/30/09 included in this Addendum.
7. QUESTIONS AND ANSWERS
ITEM NO. 26
Questions and Answers are enclosed
ENCLOSURES: CONTRACT PROPOSAL (ADDENDUM NO. 4)
CONTRACT AGREEMENT
BID SCHEDULE – ADDENDUM NO. 4 – BASE BID
BID SCHEDULE – ADDENDUM NO. 4 – BASE BID PLUS
ALTERNATE
Questions and Answers
Plans
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
** END OF ADDENDUM NO. 4**
City of St. George
St. George Replacement Airport
Passenger Terminal Building
RECEIPT CONFIRMATION
ADDENDUM NO. 4
A COPY OF ADDENDUM NO. 4 consisting of _____ (__ ) pages for the St. George
Replacement Airport Finish Grading Project has been received by:
Company _________________________________________
Name ____________________________________________
Signature _________________________________________
Date _____________________________________________
Instructions: Complete this RECEIPT CONFIRMATION and fax to Jacobs Engineering (435)
627-1999 upon receipt of Addendum No. 4.
Attention: Charles H. Adams, Jr. Program Management Project Engineer
CITY OF ST. GEORGE
FINISH GRADING PROJECT
BID SCHEDULE-
ADDENDUM NO. 4 BASE BID
BIDDER agrees to perform all the WORK described in the CONTRACT DOCUMENTS in
accordance with City of St. George standards, for the following unit or lump sum prices:
NOTE: BIDS shall include sales tax and all other applicable taxes and fees. Figures are
to be typewritten or clearly and legibly printed in ink. In case of discrepancy between unit prices
and total amount shown, the unit prices shall govern.
ITEM APPROX. UNIT
DESCRIPTION UNITS AMOUNT
NO. QUANT. PRICE
G-100.01
1 1 LS
Mobilization/Demobilization
2 G-100.02
1 LS
Site Restoration
G-100.03
3
Construction Water Pond and 1 LS
Appertenances
4 G-400.01
0 SY
Loose Rip Rap
G-400.02
5 3,750 SY
Place Loose Rip Rap - Owner Supplied
G-500.01
6 6,600 LF
Surface Ditch
G-500.02
7 3 EA
Stone Check Dam
G-500.03
8 8 EA
Post Construction BMP Monitoring
G-500.04
9 1 LS
Environmental Controls
P-151.01
10 40 AC
Clearing and Grubbing
P-152.01
11 755,000 CY
Unclassified Excavation
P-152.02
12 154,000 CY
Rock Blasting
P-152.03
13 101,000 CY
Crushed Structural Fill – Building Pads
P-152.04
14 Crushed Structural Fill – Pavement 22,500 CY
Areas
P-152.05
15 90,500 CY
Select Structural Fill
P-152.06
16 Crushed Structural Fill – Stockpiled at 30,000 CY
End of Belt
P-152.07
17 Crushed Structural Fill – Stockpiled on 10,000 CY
SE Apron
P-152.08
18 0 LS
Dam Construction
D-701.01
19 Install 18-Inch RCP Culvert, Class V - 265 LF
Owner Supplied
D-701.02
20 230 LF
18-Inch RCP Culvert, Class V
D-701-03
21 Install 24-Inch RCP Culvert, Class V - 160 LF
Owner Supplied
D-701.04
22 Install 30-Inch RCP Culvert, Class V - 140 LF
Owner Supplied
D-701.05
23 36-Inch RCP Culvert, Class V with 0 LF
Concrete Encasement
D-701.06
24 Install 48-Inch RCP Culvert, Class V - 160 LF
Owner Supplied
D-701.07
25 Install 18" Metal Culvert End Section - 6 EA
Owner Supplied
D-701.08
26 Install 24" Metal Culvert End Section - 2 EA
Owner Supplied
D-701.09
27 Install 30" Metal Culvert End Section - 1 EA
Owner Supplied
D-701.10
28 Install 48" Metal Culvert End Section - 2 EA
Owner Supplied
D-701.11
29 6 EA
Remove 18" Metal Flared End Section
D-701.12
30 220 LF
Remove 18" RCP and Backfill Trench
D-701.13
31 0 LF
4-Inch Perforated Rigid PE Pipe
D-701.14
32 0 LF
4-Inch Non-perforated Rigid PE Pipe
D-701.15
33 Install 18-Inch Metal Culvert End Section 2 EA
- Salvaged
D-752.01
34 0 EA
36-Inch Culvert Intlet Headwall
D-752.02
35 0 EA
36-Inch Culvert Outlet Headwall
D-752.03
36 1 EA
Inlet Control Structure
D-752.04
37 0 EA
Sand Filter
Subtotal Items 1 - 36
TOTAL BID $
Utah State Sales and Use Taxes if included in unit prices above:
$_________________________________________________
Respectfully submitted,
ATTEST:
By_ Date:___________________
Signature
Name: Title:____________________
For:_____________________________________________________
Company
__________________________________________
__________________________________________
Mailing address and zip code
SEAL (if by a Corporation) ( ) ( )
Telephone No. Fax
CITY OF ST. GEORGE
FINISH GRADING PROJECT
BID SCHEDULE-
ADDENDUM NO. 4 BASE BID PLUS ALTERNATE
BIDDER agrees to perform all the WORK described in the CONTRACT DOCUMENTS in
accordance with City of St. George standards, for the following unit or lump sum prices:
NOTE: BIDS shall include sales tax and all other applicable taxes and fees. Figures are
to be typewritten or clearly and legibly printed in ink. In case of discrepancy between unit prices
and total amount shown, the unit prices shall govern.
ITEM APPROX. UNIT
DESCRIPTION UNITS AMOUNT
NO. QUANT. PRICE
G-100.01
1 1 LS
Mobilization/Demobilization
G-100.02
2 1 LS
Site Restoration
G-100.03
3
Construction Water Pond and 1 LS
Appertenances
4 G-400.01
3,600 SY
Loose Rip Rap
G-400.02
5 4,500 SY
Place Loose Rip Rap - Owner Supplied
G-500.01
6 6,600 LF
Surface Ditch
G-500.02
7 4 EA
Stone Check Dam
G-500.03
8 8 EA
Post Construction BMP Monitoring
G-500.04
9 1 LS
Environmental Controls
P-151.01
10 40 AC
Clearing and Grubbing
P-152.01
11 946,000 CY
Unclassified Excavation
P-152.02
12 154,000 CY
Rock Blasting
P-152.03
13 101,000 CY
Crushed Structural Fill – Building Pads
P-152.04
14 Crushed Structural Fill – Pavement 153,500 CY
Areas
P-152.05
15 90,500 CY
Select Structural Fill
P-152.06
16 Crushed Structural Fill – Stockpiled at 0 CY
End of Belt
P-152.07
17 Crushed Structural Fill – Stockpiled on 13,000 CY
SE Apron
P-152.08
18 1 LS
Dam Construction
D-701.01
19 Install 18-Inch RCP Culvert, Class V - 265 LF
Owner Supplied
D-701.02
20 230 LF
18-Inch RCP Culvert, Class V
D-701-03
21 Install 24-Inch RCP Culvert, Class V - 160 LF
Owner Supplied
D-701.04
22 Install 30-Inch RCP Culvert, Class V - 140 LF
Owner Supplied
D-701.05
23 36-Inch RCP Culvert, Class V with 180 LF
Concrete Encasement
D-701.06
24 Install 48-Inch RCP Culvert, Class V - 160 LF
Owner Supplied
D-701.07
25 Install 18" Metal Culvert End Section - 6 EA
Owner Supplied
D-701.08
26 Install 24" Metal Culvert End Section - 2 EA
Owner Supplied
D-701.09
27 Install 30" Metal Culvert End Section - 1 EA
Owner Supplied
D-701.10
28 Install 48" Metal Culvert End Section - 2 EA
Owner Supplied
D-701.11
29 6 EA
Remove 18" Metal Flared End Section
D-701.12
30 220 LF
Remove 18" RCP and Backfill Trench
D-701.13
31 10 LF
4-Inch Perforated Rigid PE Pipe
D-701.14
32 160 LF
4-Inch Non-perforated Rigid PE Pipe
D-701.15
33 Install 18-Inch Metal Culvert End Section 2 EA
- Salvaged
D-752.01
34 1 EA
36-Inch Culvert Intlet Headwall
D-752.02
35 1 EA
36-Inch Culvert Outlet Headwall
D-752.03
36 1 EA
Inlet Control Structure
D-752.04
37 1 EA
Sand Filter
Subtotal Items 1 - 36
TOTAL BASE BID PLUS ALTERNATE $
Utah State Sales and Use Taxes if included in unit prices above:
$_________________________________________________
Respectfully submitted,
ATTEST:
By_ Date:___________________
Signature
Name: Title:____________________
For:_____________________________________________________
Company
__________________________________________
__________________________________________
Mailing address and zip code
SEAL (if by a Corporation) ( ) ( )
Telephone No. Fax
CONTRACT PROPOSAL
(ADDENDUM NO. 4)
TO: City of St. George
St. George, Utah
1. The undersigned hereby certifies that he/she has examined the form of contract,
plans and specifications and other associated Contract Documents for the improvement
of St. George Replacement Airport, Finish Grading Project, Project No. 0901, FAA AIP
3-49-0060-XX. The undersigned further certifies that he/she has examined the site of
the work, has determined for himself/herself the conditions affecting the work and
subject to acceptance of the proposal, agrees to provide at his/her expense, all labor,
insurance, superintendence, machinery, plant, equipment, tools, apparatus, appliances,
and means of construction, and all materials and supplies to complete the entire work,
including work incidental thereto, in conformance with the plans, specifications, and
associated contract documents.
2. The undersigned acknowledges that the Contract Documents consist of the
Invitation for Bid, Instructions to Bidders, all issued Addenda, Bid Schedule, Contract
Proposal, Bid Bond, Contractor Information Sheet, Subcontractor/Material Supplier List,
Disadvantaged Business Utilization Commitment, DBE Participation Form, Equal
Employment Opportunity Report Statement, Notice to Bidders – Buy American – Steel
and Manufactured Products, Federal Form A – Certification of Non-segregated Facilities,
Federal Form B – Buy American Certification, Federal Form C – Contractor
Disadvantaged Business Enterprise (DBE) Commitment, Federal Form D –
Disadvantaged Business Enterprise (DBE) Confirmation of Contract Participation,
Federal Form E – Bidder’s Statement of Good Faith Efforts, Federal Form F – Contractor
Information Sheet, Federal Form G – Subcontractor Information Sheet, Certification of
Legal Work Status (Contractor), Certification of Legal Work Status (Subcontractor),
Certification of Legal Work Status (Payment Request), Waiver and Release Upon Final
Payment, Conditional Waiver and Release Upon Progress Payment, Contract
Agreement, Payment Bond, Performance Bond, Notice of Award, Notice to Proceed,
Notice of Contractor’s Settlement, General Conditions (City of St. George), General
Provisions (FAA), Special Conditions, Federal Conditions, Wage Rates, Plans, Technical
Specifications, plans, attached appendices and all documents incorporated by reference.
3. The undersigned, in compliance with your Invitation for Bids dated April 8, 2009,
hereby proposes to do the work called for in the Contract Documents, including the
specifications and shown on the plans and to furnish all materials, tools, labor, and all
appliances and appurtenances necessary for the said work at the following rates and
prices:
TOTAL BASE BID _______________________________________________________
TOTAL BASE BID IN WORDS _____________________________________________
______________________________________________________________________
TOTAL BASE BID PLUS ALTERNATE _______________________________________
TOTAL BASE BID PLUS ALTERNATE IN WORDS _____________________________
______________________________________________________________________
4. It is understood that the schedule of minimum wage rates, as established by the
Secretary of Labor and included in the Specifications, are to govern on this project, and
the undersigned certifies that s/he has examined this schedule of wage rates and that
the prices bid are based on such established wage rates.
5. The undersigned prime contractor, if not a certified DBE, hereby assures that
he/she will make sufficient and reasonable efforts to meet the DBE goals, that he/she
will subcontract 4.5% percent of the dollar value of the prime contract to DBE firms, and
that he/she will include the DBE clauses required by the sponsor's DBE Program in all
subcontracts which offer subcontracting opportunities. The undersigned will complete
and submit with the bid the attached DBE Participation Form. If unable to meet the
project goal, the undersigned shall submit a demonstration of good faith effort in
accordance with the Federal Conditions of the Contract Documents.
6. The undersigned agrees upon written notice of the acceptance of this bid, that
within thirty (30) calendar days after the award, that s/he will execute the contract in
accordance with the bid as accepted and give contract (Performance and Payment)
bonds on attached forms within ten (10) calendar days after the prescribed forms are
presented for signature.
7. The undersigned further agrees that if awarded the contract, s/he will commence
the work within ten (10) calendar days after the receipt of a notice to proceed and that
s/he will complete the work within 120 Calendar days if only the Base Bid is awarded or
150 Calendar Days if Base Bid Plus Alternate is awarded, after notice to proceed. An
extension of time may be allowed when extra or additional work is ordered by the
Engineer. Liquidated damages will be charged for each calendar day that exceeds the
number of Calendar days allowed for each phase as provided in Section 15 of the
GENERAL CONDITIONS, as follows:
SCHEDULE ALLOWED CONSTRUCTION LIQUIDATED
TIME DAMAGES COST
Phase 1 – Terminal Building 30 Calendar Days From NTP $12,500.00 per
Pad Preparation calendar day
Phase 2 – GA Access Road 30 Calendar Days From NTP $5,000.00 per
calendar day
Phase 3 – Completion of 60 Calendar Days From NTP $5,000.00 per
Build Pad Preparation calendar day
Phase 4 – Completion of 120 Calendar Days From NTP $5,000.00 per
Project if Base Bid only is calendar day
awarded
Phase 5 – Completion of 150 Calendar Days From NTP $5,000.00 per
Project if Base Bid Plus calendar day
Alternate is Awarded
8. As an evidence of good faith in submitting this proposal, the undersigned
encloses a certified check or bid bond in the amount of:
________________________________________dollars ($_______________) which, in
case the undersigned refuses or fails to accept an award and to enter into a contract and
file the required bonds within the prescribed time, shall be forfeited to the City of St.
George, St. George, Utah, as liquidated damages.
9. By entering into this contract, the Contractor certifies that neither it he/she nor
any person or firm who has an interest in the Contractor's firm is a person or firm
ineligible to be awarded government contracts by virtue of Section 3(a) of the Davis-
Bacon Act or 29 CFR 5.12(a)(1).
10. No part of this contract shall be subcontracted to any person or firm ineligible for
award of a government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29
CFR 5.12(a)(1).
11. The undersigned hereby declares that the only parties interested in this proposal
are named herein; that this proposal is made without collusion with any other person, or
corporation; and that no member of the council, officer or agent of City of St. George is
directly or indirectly financially interested in this bid.
12. The undersigned acknowledges receipt of the following Addenda:
Addendum No. ___________ Date Received ___________
Addendum No. ___________ Date Received ___________
Addendum No. ___________ Date Received ___________
Addendum No. ___________ Date Received ___________
SIGNATURE OF BIDDER:
By ________________________________________
Name and Title of Authorized Agent
________________________________________
Name of Company
________________________________________
Address of Company
CONTRACT AGREEMENT
St. George Replacement Airport
Finish Grading Project
St. George, Utah
AIP PROJECT NO. 3-49-0060-XX
THIS AGREEMENT, made and entered into this ____________ day of
_____________________, 20______, by and between City of St. George, Party of the
First Part, hereinafter referred to as the “Owner”, and
______________________________________________________ , Party of the
Second Part, hereinafter referred to as the “Contractor,” for the construction of airport
improvement including and
other incidental work at the St. George Replacement Airport.
WITNESSETH:
ARTICLE 1. It is hereby mutually agreed that for and in consideration of the payments
as provided for herein to the Contractor by the Owner, the Contractor shall furnish all
labor, equipment, and material and shall perform all work necessary to complete the
improvements in a good and substantial manner, ready for use, and in strict accordance
with this Contract, a copy of which is filed pursuant to law in the office of the legal
representative of the Owner, and the Contract Documents defined in Article 2.
ARTICLE 2. It is hereby further agreed that in consideration of the faithful performance
of the work by the Contractor, the Owner shall pay the Contractor the compensation due
him/her by reason of faithful performance of the work, at stated intervals and in the
amount certified by the Engineer, in accordance with the provisions of this Contract.
ARTICLE 3. It is hereby further agreed that, at the completion of the work and its
acceptance by the Owner, all sums due the Contractor by reason of his/her faithful
performance of the work, taking into consideration additions to or deductions from the
Contract price by reason of alterations or modifications of the original Contract or by
reason of “Extra Work” authorized under this Contract, will be paid the Contractor by the
Owner after completion and acceptance.
ARTICLE 4. It is hereby further agreed that any references herein to the “Contract” shall
include “Contract Documents” as the same as defined in Paragraph 1.7 of the General
Conditions, and consisting of the Invitation for Bid, Instructions to Bidders, all issued
Addenda, Bid Schedule, Contract Proposal, Bid Bond, Contractor Information Sheet,
Subcontractor/Material Supplier Listing, Disadvantaged Business Utilization
Commitment, DBE Participation Form, Equal Employment Opportunity Report
Statement, Notice to Bidders – Buy American – Steel and Manufactured Products,
Federal Form A – Certification of Non-segregated Facilities, Federal Form B – Buy
American Certification, Federal Form C – Contractor Disadvantaged Business Enterprise
(DBE) Commitment, Federal Form D – Disadvantaged Business Enterprise (DBE)
Confirmation of Contract Participation, Federal Form E – Bidder’s Statement of Good
Faith Efforts, Federal Form F – Contractor Information Sheet, Federal Form G –
Subcontractor Information Sheet, Certification of Legal Work Status (Contractor),
Certification of Legal Work Status (Subcontractor), Certification of Legal Work Status
(Payment Request), Waiver and Release Upon Final Payment, Conditional Waiver and
Release Upon Progress Payment, Contract Agreement, Payment Bond, Performance
Bond, Notice of Award, Notice to Proceed, Notice of Contractor’s Settlement, General
Conditions, General Provisions (FAA), Special Conditions, Federal Conditions, Wage
Rates, Plans, Technical Specifications, plans, attached appendices and all documents
incorporated by reference. The “Contract Documents” are incorporated into the Contract
as if set out at length herein. This Contract covers the work and other items in the
proposal signed by the “Contractor” and included in the “Contract Documents.”
ARTICLE 5. The Contractor agrees to perform all the work described in the Contract
Documents for the unit prices and lump sums as submitted in the proposal, taking into
consideration additions to or deductions from the total bid amount by reason of
alterations or modifications of the original quantities or by reason of “Extra Work”
authorized under this Contract in accordance with the provisions of the Contract
Documents.
ARTICLE 6. The Contractor agrees to commence work within ten (10) calendar days
after the receipt of a notice to proceed, and the Contractor further agrees to complete
the work within 120 Calendar days if only the Base Bid is awarded or 150 Calendar
Days if the Base Bid Plus Alternate is awarded, after notice to proceed. Extensions of
the Contract time may only be permitted by the execution of a formal modification to the
Contract as approved by the Owner. Liquidated damages will be charged for each
calendar day that exceeds the number of Calendar days allowed for each phase as
provided in Section 15 of the GENERAL CONDITIONS, as follows:
SCHEDULE ALLOWED CONSTRUCTION LIQUIDATED
TIME DAMAGES COST
Phase 1 – Terminal Building 30 Calendar Days From NTP $12,500.00 per
Pad Preparation calendar day
Phase 2 – GA Access Road 30 Calendar Days From NTP $5,000.00 per
calendar day
Phase 3 – Completion of 60 Calendar Days From NTP $5,000.00 per
Build Pad Preparation calendar day
Phase 4 – Completion of 120 Calendar Days From NTP $5,000.00 per
Project if Base Bid only is calendar day
awarded
Phase 5 – Completion of 150 Calendar Days From NTP $5,000.00 per
Project if Base Bid Plus calendar day
Alternate is Awarded
The total contract cost for Finish Grading Project, Project No. 0901,
AIP No. 3-49-0060-XX ($______________).
IN WITNESS WHEREOF, the Party of the First Part and the Party of the Second Part,
respectively, have caused this Contract to be duly executed in day and year first herein
written in five (5) copies, all of which to all intents and purposed shall be considered the
original.
CONTRACTOR, Party of the Second Part OWNER, Party of the First
Part
_____________________________ _____________________________
By: __________________________ By: __________________________
_____________________________ _____________________________
(Office or Position of Signer) (Office or Position of Signer)
(SEAL) (SEAL)
ATTEST: _____________________ ATTEST: _____________________
_____________________________ _____________________________
(Office or Position of Signer) (Office or Position of Signer)
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
ST. GEORGE REPLACEMENT AIRPORT
FINISH GRADING PROJECT
ADDENDUM NO. 4
QUESTIONS & ANSWERS
April 30, 2009
Question No. 1: Is your export area going to be structural fill or just placed in there as a
dump and run?
Answer: The compaction requirements are contained in the bid documents- Including
but not limited to Specification P-152 and Drawing DT-11. Refer to Addendum No. 4
including but not limited to Specification P-152-2.2.e.
Question No. 2: On page GP-35 it says that the completion of project 90 calendar days
from NTP, which is in conflict with a couple of other locations on your contract document.
Most everything else has 120 days.
Answer: Refer to Addendum No. 4 including but not limited to 2. GENERAL
CONDITIONS (St. George) Section 15.
Question No. 3: 9.8.12 #3 Fugitive Emissions States: “ at the completion of any project
that produces exposed surfaces that have the potential to produce fugitive dust, the
contractor shall take measures to prevent such fugitive dust from being produced. Such
measures shall be effective for the time period that is specified in the contract. Should
fugitive dust develop within this time the contractor shall, at his/her own expense return
to the site and re-stabilize the material. The choice of stabilization material shall be the
contractors, unless the owner specifically specifies such material” What is the contract
time for this item? And what is the material specified? Where does this item of work get
paid for?
Answer: For stabilization requirements refer to the City of St. George Air Quality
Ordinance No. 2007-12-005, Section 4-9-8 (6) a. & b. Refer to Addendum No. 3 and
Addendum No. 4. There is no separate line item for this work.
Question No. 4: Is there a different schedule for base bid vs. alternate bid or is just 120
days no matter what you pick up?
Answer: Yes, see Addendum No. 4 including but not limited to 2. GENERAL
CONDITIONS (St. George) Section 15.
Question No. 5: Item #15.5 Construction phasing and Liquidated Damages: Phase 1 is
to be completed in 30 Calendar Days. Does the City have a pre-approved offsite source
for the required Crushed Structural fill? If yes, Please provide the test results and
location of the approved material. If not, Does the onsite rock material have to be
crushed and used as the Crushed Structural Fill, and select structural fill? This requires
the use of 191,400 CY of combined structural fill at the buildings, that means we need to
blast, size the material, crush, place and compact with testing, 6,380 CY per day. Will
Page 1 of 6
SGU Finish Grading Pre-bid Q&A Add 4.doc
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
the City extend this time? If not, when will the City assess the penalty for liquid damages
at the end of the contract or will it be deducted from the monthly payment?
Answer: There is no pre-approved offsite material source. It is the contractor’s
responsibility to meet the specifications at all times. Refer to Addendum No. 4 for
revised phasing. Liquidated Damages will be assessed at the completion of the
contract. See Addendum No. 4 for liquidated damages including but not limited to 2.
GENERAL CONDITIONS (St. George) Section 15.
Question No. 6: Do you have to use the onsite material, or can you bring your own in
and not have to crush?
Answer: Crushed material from an offsite source may be used. Refer to Addendum No.
4, including but not limited to DT-11.
Question No. 7: Can any material leave the site?
Answer: Yes, crushed material from an off-site source may be used. Refer to
Addendum No. 4 including but not limited to DT-11.
Question No. 8: Can an off-site material source be used for the crushed rock material?
Answer: Crushed material from an offsite source may be used, refer to Addendum No. 4
including but not limited to DT-11.
Question No. 9: Can the rock excavated be hauled off-site and replaced with off-site
crushed material at a 1:1 CY ratio?
Answer: Crushed material from an off-site source may be used. Refer to Addendum
No. 4 including but not limited to DT-11.
Question No. 10: Is there a size limit for rock placed in the south east fill?
Answer: Refer to the Bid Documents including but not limited to Specification P-152.
Question No. 11: Are the water ponds going to stay?
Answer: Refer to Addendum No. 4.
Question No. 12: Does the owner-supplied riprap pile meet gradations?
Answer: Yes.
Question No. 13: Do we need to clear and grub the north waste area before placement
of material at this location?
Answer: Yes, refer to the Bid Documents including but not limited to Specification P-151,
P-152 and DT-11.
Page 2 of 6
SGU Finish Grading Pre-bid Q&A Add 4.doc
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
Question No. 14: What will happen if we hit any unanticipated rock out here?
Answer: Refer to the Bid Documents.
Question No. 15: Does the Contractors quality control (QC) make the determination on
material?
Answer: The Contractor will make its initial determination and will communicate the
determination to quality assurance (QA). QA will perform the same material
determination test and determine final approval.
Question No. 16: If there is a discrepancy who overrules?
Answer: quality assurance.
Question No. 17: Can a third party be used in testing?
Answer: No, QA has the final say for acceptance.
Question No. 18: Do you know what areas are fill and which are cut?
Answer: Refer to the Bid Documents.
Question No. 19: Do you know how much of this material will have to go long haul?
Answer: Refer to the Bid Documents.
Question No. 20: Is there still a random number generation needed and will QA/QC
work off of the random numbers?
Answer: Yes, refer to the Bid Documents.
Question No. 21: Will the material be tested at 8” lifts?
Answer: Yes, refer to the Bid Documents including but not limited to Specification P-152.
Question No. 22: Are the test results from the previous project available?
Answer: The Contractor is to make his or her own determination.
Question No. 23: Will third party seismic readings be required?
Answer: No.
Question No. 24: What is the closest structure or utility?
Answer: The closest utility is the new sewer line being installed along the southeast
fence line. Also, water and power are newly located at the GA Access road. The
Page 3 of 6
SGU Finish Grading Pre-bid Q&A Add 4.doc
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
closest structure is the construction trailers at the entrance of the project on the west
side.
Question No. 25: What are the slopes in the rock cut areas?
Answer: Refer to the bid documents.
Question No. 26: Where is the rip rap pile?
Answer: Refer to the Bid Documents.
Question No. 27: Is the pile of riprap short of what we need?
Answer: The Contractor must supply or make the riprap required. Refer to the Bid
Documents including but not limited to Specification Section G-400.
Question No. 28: How much rock is left here?
Answer: Refer to the Bid Documents.
Question No. 29: As stated in section 152-3.4: all measurement for excavation shall be
computed by the average end area method. Will you accept the DTM method of surface
to surface volumes?
Answer: Yes
Question No. 30: As stated in 152-2.2 first paragraph; until the work has been staked
out by the contractor, and the Engineer has obtained elevations and measurements of
the ground surface.
Does this mean that the Engineer will be performing this measurement and surveying for
obtaining these measurements and elevations?
Answer: Yes.
Question No. 31: If the plan holder list is available will you please have someone send
it?
Answer: The plan holder list can be found at www.sguconstruction.com.
Question No. 32: I have received Addendum #2 for the Finish Grading Project on CD,
but it is not in any format that I am able to open. Is there any other way I can obtain what
is on this disk?
Answer: Refer to Addendum No. 2. The files on CD released with Addendum No. 2 are
in AutoCAD format. The bidder will need AutoCAD or an AutoCAD reader to view the
files.
Question No. 33: Is there a bid schedule for the alternative work?
Page 4 of 6
SGU Finish Grading Pre-bid Q&A Add 4.doc
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
Answer: The bid schedule for the alternative work was released in Addendum No. 3.
Question No. 34: The cad file furnished as part of addendum 2 (file name:
1-x-AS-cont_fg.dwg) is missing some design topo in two areas.
1 - on the south end of the Vehicle Service Road (app 2,600 lf of road has no design
topo)
2 - SE of the building pad areas (contours 2823 thru 2828 are missing)
The area SE of the building pads can easily be drawn in, but the road section that is
missing would be a complete shot in the dark. Are you aware of this, and is there any
way this information can be distributed to bidders?
Answer: The finish grade contours are correctly shown. The “missing” portion is outside
of the Contract work area.
Question No. 35: During the job walk through of the site a question was asked: “Does
any of the material from the borrow site have to go to the south end of the project?”
Jacobs’ personal responded by saying no, all of the material in the borrow site will go to
the waste area. After analyzing the bid sheets, it seems that a substantial amount of
import is required to be placed in the South VSR. If the borrow site material is not
available, where is the import material to be obtained from?
Answer: It is anticipated that at least some of the material required to construct the VSR
will come from the GA Area. This is also the case for the south runway safety area
(RSA) if the alternate work is accepted.
Question No. 36: We were told that the PDF file would happen in Addendum #3. Is this
accurate?
Answer: Yes, refer to the CD supplied with Addendum No. 3.
Question No. 37: Is the rock blasting line item just for drilling and blasting (and not for
excavating, loading, hauling and placing the material)?
Answer: Yes, refer to the Bid Documents including but not limited to the Measurement
and Payment section of Specification P-152.
Question No. 38: Does the quantity for unclassified excavation include the crushed fill
material, select fill material rock blasting quantity? If yes, is the crushed fill material just
for supply and placement?
Answer: Refer to the Bid Documents including but not limited to the Measurement and
Payment section of Specification P-152.
Question No. 39: Item G-500 Erosion Control Measures sub-section 500-1.1 states:
"there are existing maintain as a part of the BMPs." Does the contractor have to
maintain all of the existing maintain as a part of the BMPs." Does the contractor have to
maintain all of the existing erosion control items that are in place or is it optional to
maintain these items?
Page 5 of 6
SGU Finish Grading Pre-bid Q&A Add 4.doc
Addendum No. 4
April 30, 2009
To: Contract Documents
Finish Grading Project
Project No. 0901
AIP No. 3-49-0060-XX
Answer: The Contractor will be responsible for monitoring the existing BMP. After the
NTP is given the Contractor will have 14 days to inspect the existing BMPs and take
responsibility for weekly inspections. During the initial 14-day inspection, all necessary
improvements that will be needed per the existing approved SWPPP will be done by the
previous contractor. On the 15th, day the previous contractor will be issue a release of
responsibility.
Question No. 40: Special Conditions specification 9.10.3 states: “Immediately upon
completion, exposed surfaces shall be protected by re-vegetation or other appropriate
means." Does this specification refer to seeding or applying a tackifier to control the
levels of dust caused by the disturbance?
Answer: The seeding and tackifier will not be required with this project. However, the
contractor will be paid under specification item G-100.01 to control dust during the
project
Question No. 41: Item P-152-2.2.b - states to undercut Unsuitable Material and replace
with Suitable Material obtained from the grading operations. Will this replacement of
material be paid under the Unclassified Excavation item?
Answer: The required unsuitable material excavation will be paid in accordance with the
Bid Documents.
Question No. 42: Will rock blasting of borrow areas be paid under the rock blasting bid
item, if we run out of rock material in the excavation areas and have to borrow rock from
a borrow source or over-excavate the rock in the excavation areas to produce the
needed Crushed Fills?
Answer: We do not anticipate running short of rock. The required rock blasting will be
paid in accordance with the Bid Documents.
Page 6 of 6
SGU Finish Grading Pre-bid Q&A Add 4.doc
BASE BID SCHEDULE
APPROX. AS-BUILT
ITEM NO. SPEC. REF. DESCRIPTION UNITS
QUANTITY QUANTITY DRAINAGE SYSTEMS
1 G-100.01 Mobilization/Demobilization LS 1
2 G-100.02 Site Restoration LS 1 LOCATION PIPE CULVERT CULVERT END SECTION
3 G-100.03 Construction Water Pond and Appertenances LS 1
ALIGNMENT RCP RCP RCP RCP RCP
18 INCH
24 INCH
30 INCH
48 INCH
4 G-400.01 Loose Rip Rap SY 0 INVERT INVERT
PIPE STATION OFFSET STATION OFFSET SLOPE CENTERLINE Class V Class V Class V Class V Class V
5 G-400.02 Place Loose Rip Rap - Owner Supplied SY 3,750 ALIGNMENT ELEV. ELEV.
MARK LT LT RT RT
LT RT ELEV. 18 IN 24 IN 30 IN 36 IN 48 IN
6 G-500.01 Surface Ditch LF 6,600
7 G-500.02 Stone Check Dam EA 3 % FEET FEET FEET FEET FEET EA EA EA EA
8 G-500.03 Post Construction BMP Monitoring EA 8 V-11 VSR 264+87 56 2830.5 265+69 52 2830.0 0.37% 2830.3 136 1
9 G-500.04 Environmental Controls LS 1 V-12 VSR 273+83 37 2805.3 273+11 100 2792.0 8.58% 2802.0 155 2
10 P-151.01 Clearing and Grubbing AC 40 V-13 VSR 279+22 39 2790.4 278+99 102 2775.4 10.49% 2786.5 143 2
11 P-152.01 Unclassified Excavation CY 755,000 V-14 VSR 292+02 64 2732.9 291+92 90 2726.5 4.13% 2730.4 155 2
12 P-152.02 Rock Blasting CY 185,000 V-15 VSR 306+70 80 2798.2 307+00 123 2787.4 5.24% 2793.9 206 2
13 P-152.03 Crushed Structural Fill – Building Pads CY 101,000 DB2-1 R/W 30+19 95 RT 2785.0 30+09 273 2786.0 0.56% 2785.5 178
14 P-152.04 Crushed Structural Fill – Pavement Areas CY 22,500
GA-3 T/W "B" 511+32 651 2874.00 510+68 651 LT 2873.70 0.47% 2873.8 64 2
15 P-152.05 Select Structural Fill CY 90,500
GA-4 T/W "B" 493+80 358 2863.10 493+80 281 LT 2862.20 1.17% 2862.6 77 2
16 P-152.06 Crushed Structural Fill – Stockpiled at End of Belt CY 30,000
TOTAL 490 155 136 178 155 8 2 1 2
17 P-152.07 Crushed Structural Fill – Stockpiled on SE Apron CY 10,000
USE 495 160 140 180 160 8 2 1 2
18 P-152.08 Dam Construction LS 0
19 D-701.01 Install 18-Inch RCP Culvert, Class V - Owner Supplied LF 265
20 D-701.02 18-Inch RCP Culvert, Class V LF 230
21 D-701.03 Install 24-Inch RCP Culvert, Class V - Owner Supplied LF 160
22 D-701.04 Install 30-Inch RCP Culvert, Class V - Owner Supplied LF 140
23 D-701.05 36-Inch RCP Culvert, Class V with Concrete Encasement LF 0
24 D-701.06 Install 48-Inch RCP Culvert, Class V - Owner Supplied LF 160
25 D-701.07 Install 18-Inch Metal Culvert End Section - Owner Supplied EA 6
26 D-701.08 Install 24-Inch Metal Culvert End Section - Owner Supplied EA 2
27 D-701.09 Install 30-Inch Metal Culvert End Section - Owner Supplied EA 1
28 D-701.10 Install 48-Inch Metal Culvert End Section - Owner Supplied EA 2 DRAINAGE SYSTEMS
29 D-701.11 Remove 18-Inch Metal Flared End Section EA 6 LOCATION SMALL STRUCTURES
30 D-701.12 Remove 18-Inch RCP and Backfill Trench LF 220 4 IN 4 IN NON-
INVERT 36 IN CULVERT 36 IN CULVERT REMARKS
31 D-701.13 4-Inch Perforated Rigid PE Pipe LF 0 TOP OF INLET CONTROL CONCRETE PERFORATED PERFORATED
PIPE MARK ALIGNMENT STATION OFFSET ELEV. OF INLET OUTLET SAND FILTER
32 D-701.14 4-Inch Non-perforated Rigid PE Pipe LF 0 BOX ELEV. STRUCTURE ENCASEMENT RIGID PE DRAIN RIGID PE DRAIN
PIPE HEADWALL HEADWALL
PIPE PIPE
33 D-701.15 Install 18-Inch Metal Culvert End Section - Salvaged EA 2
EA EA EA LF EA LF LF
34 D-752.01 36-Inch Culvert Intlet Headwall EA 0
V-11 VSR 264+87 56 2830.50 2834.50 1 DETENTION BASIN 1
35 D-752.02 36-Inch Culvert Outlet Headwall EA 0
DB2-1 R/W 30+09 273' RT 2786.00 1 DETENTION BASIN 2
36 D-752.03 Inlet Control Structure EA 1
37 D-752.04 Sand Filter EA 0 DB2-1 R/W 30+19 95' RT 2785.00 1 DETENTION BASIN 2
DB2-1 SEE SHEET DT-08 FOR LOCATIONS 180 1 10 160 DETENTION BASIN 2
TOTAL 1 1 1 180 1 10 160
BASE BID PLUS ALTERNATE SCHEDULE
APPROX. AS-BUILT
ITEM NO. SPEC. REF. DESCRIPTION UNITS
QUANTITY QUANTITY
1 G-100.01 Mobilization/Demobilization LS 1
2 G-100.02 Site Restoration LS 1
3 G-100.03 Construction Water Pond and Appertenances LS 1
4 G-400.01 Loose Rip Rap SY 3,600
5 G-400.02 Place Loose Rip Rap - Owner Supplied SY 4,500
6 G-500.01 Surface Ditch LF 6,600
7 G-500.02 Stone Check Dam EA 4
8 G-500.03 Post Construction BMP Monitoring EA 8
9 G-500.04 Environmental Controls LS 1
10 P-151.01 Clearing and Grubbing AC 40
11 P-152.01 Unclassified Excavation CY 946,000
12 P-152.02 Rock Blasting CY 183,000
13 P-152.03 Crushed Structural Fill – Building Pads CY 101,000
14 P-152.04 Crushed Structural Fill – Pavement Areas CY 153,500
15 P-152.05 Select Structural Fill CY 90,500
16 P-152.06 Crushed Structural Fill – Stockpiled at End of Belt CY 0
17 P-152.07 Crushed Structural Fill – Stockpiled on SE Apron CY 13,000
18 P-152.08 Dam Construction LS 1
19 D-701.01 Install 18-Inch RCP Culvert, Class V - Owner Supplied LF 265
20 D-701.02 18-Inch RCP Culvert, Class V LF 230
21 D-701.03 Install 24-Inch RCP Culvert, Class V - Owner Supplied LF 160
22 D-701.04 Install 30-Inch RCP Culvert, Class V - Owner Supplied LF 140
23 D-701.05 36-Inch RCP Culvert, Class V with Concrete Encasement LF 180
24 D-701.06 Install 48-Inch RCP Culvert, Class V - Owner Supplied LF 160
25 D-701.07 Install 18-Inch Metal Culvert End Section - Owner Supplied EA 6
26 D-701.08 Install 24-Inch Metal Culvert End Section - Owner Supplied EA 2
27 D-701.09 Install 30-Inch Metal Culvert End Section - Owner Supplied EA 1
28 D-701.10 Install 48-Inch Metal Culvert End Section - Owner Supplied EA 2
29 D-701.11 Remove 18-Inch Metal Flared End Section EA 6
30 D-701.12 Remove 18-Inch RCP and Backfill Trench LF 220
31 D-701.13 4-Inch Perforated Rigid PE Pipe LF 10
32 D-701.14 4-Inch Non-perforated Rigid PE Pipe LF 160
33 D-701.15 Install 18-Inch Metal Culvert End Section - Salvaged EA 2
34 D-752.01 36-Inch Culvert Intlet Headwall EA 1
35 D-752.02 36-Inch Culvert Outlet Headwall EA 1
36 D-752.03 Inlet Control Structure EA 1
37 D-752.04 Sand Filter EA 1
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