110908 GRT-07 George Webb Village Subdivision Final ...gilariver.org/pdfs/RFPs/Addendum No 1 IFB 06-01-11.pdf · The following addendum to the George Webb Village Subdivision ...

GILA RIVER INDIAN COMMUNITY

GEORGE WEBB VILLAGE SUBDIVISION INFRASTRUCTURE IFB # 06-01-11

ADDENDUM NO. 1 September 9, 2011

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TO: All Bidders From: Gila River Indian Community, Property and Supply Department The following addendum to the George Webb Village Subdivision Infrastructure construction project is made. Acknowledgment of receipt of this Addendum shall be returned immediately upon receipt to Property and Supply and shall also be completed by number in the space provided on the Bid Form.

The bid date and time remain the same; Friday September 23, 2011 at 2:00 p.m., M.S.T. The location of the bid remains the same, at the office of the Gila River Indian Community, Property and Supply Department, 315 W. Casa Blanca Road, Sacaton, Arizona 85147.

I. The Special Provisions are modified as follows. A. Special Provision 1.00 A, Special Provisions Purpose:

Part 100, General Conditions, of the Maricopa Association of Governments Uniform Standard Specifications for Public Works Construction is hereby deleted.

Sections 200 through 700 of the Maricopa Association of Governments

Uniform Standard Specifications for Public Works Construction remain incorporated by reference.

B. Special Provision 1.00 L, Submittals:

Delete the second sentence of the first paragraph. Refer to EJCDC General Conditions Section 6.17, Shop Drawings and Samples. The remainder of Special Provision 1.00 L shall apply. Minimum number of submittal hard copies is five (5) sets unless otherwise revised or waived by the Engineer.

C. Special Provision 1.00 M, End of Contract Contingency Amounts:

In the first sentence of the first paragraph, delete the words, “Contingent




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Bid Schedule” and replace them with, “the Contingencies line item in the bid schedule not already under consideration”.

The “Contingencies” line item in the bid schedule is considered to be only

the Owner’s contingency. The Contractor shall have no rights to compensation through the Contingencies line item except through properly authorized Field Orders or Work Change Directives approved by the Engineer and the Community. Also see Special Provision 1.00 LL, Field Orders.

D. Special Provsion 1.00 O., Liquidated Damages: Delete the third paragraph in its entirety and replace it with the following

paragraphs. “Liquidated damages shall be assessed for each and every day beyond

the completion date established in or by the Notice to Proceed or by any extensions granted thereto by a properly executed change order that the work remains incomplete.”

“Liquidated damages shall be assessed at the rate of $1,420 per calendar

day, or any part thereof, for every day beyond the completion date established in or by the Notice to Proceed or by any extensions granted thereto by a properly executed change order that the work remains incomplete.”

“Liquidated damages shall be deducted from monies due or to become

due the Contractor, not as forfeit or default but as liquidated damages. The rate is fixed and agreed upon between the parties because the actual loss to the Community caused by the delay in completion will be impractical and extremely difficult to ascertain and determine.”

“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 fixed for its completion may have been extended by properly executed change order, will in no way operate as a waiver on the part of the Community of any of its rights under the Agreement.”

E. Special Provision 1.00 II, Order of Precedence: Delete this section in its entirety.




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Refer to the Form of Agreement included in the Invitation for Bids for order of precedence.

F. Special Provision 1.00 LL, Field Orders

Insert the following two paragraphs preceding the first paragraph, “The term ‘Field Order’ found in this section and the term ‘Work Change

Directive’ found in the General Conditions are used interchangeably.” “When approved by the Community, Field Orders will be paid from the

Contingencies line item in the bid schedule. The Contingencies line item in the bid schedule is the Owner’s contingency. The Contractor shall have no rights to compensation through the Contingencies line item except through properly authorized Field Orders or Work Change Directives approved by the Community.”

Delete the third sentence of the first paragraph which reads, “Such

requests for price proposal shall be in accordance with MAG Standard Specification Section 109.5 Actual Cost Work.”

After the first paragraph insert the following: Price proposals for Field Orders shall be developed by the Contractor by

the following method. i. Equipment: For all equipment, the use of which has been

authorized by the Engineer, except for small tools and manual equipment, the Contractor shall develop the equipment to be used in accordance with the latest Schedule of Equipment Rates used by the Arizona Department of Transportation Standard Specifications for Road and Bridge Construction, Edition of 2008. The value of 0.933 shall be used in the rental rate formulas (F=0.933).

ii. Material: For all material approved by the Engineer to be used in

the work, the Contractor shall include the quoted cost of materials including transportation cost, to which a total cost will be added a sum equal to 15% thereof for overhead and profit.

iii. Labor: For all labor and for the foreman, when he will be in direct

charge of the operation, the Contractor shall include:




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a. The estimated hours extended by the wages from the wage

determination for this project plus the fringes for each classification to be used plus any Federal or State burdens.

b. For the first $50,000 of labor cost computed under

paragraph “a.” above, the Contractor will be allowed a mark up of fifteen percent (15%) for overhead and profit.

c. For all labor cost computed under paragraph “a.” above, in

excess of $50,000 but not exceeding $100,000, the Contractor will be allowed a mark up of twelve percent (12%) for overhead and profit.

d. For any labor cost computed under “a.” above in excess of

$100,000, the Contractor will be allowed a mark up of ten percent (10%) for overhead and profit.

iv. Subcontractors: If it is determined by the Engineer that portions of

the work to be performed requires specialized labor or equipment not normally used by the Contractor and such work is approved to be performed by a subcontractor(s), then subcontractor(s) will be allowed in accordance with the procedures outlined herein. The Contractor may include the amount of the subcontract plus the following percentages for administration and supervision.

a. For the first $10,000 accumulated total of all field order work

to be performed by sub-contractors (less mark-up for overhead and profit), the Contractor will be allowed an amount equal to ten percent (10%) of the accumulated total for administration and supervision. If the accumulated total is $3,000 or less, the Contractor will be allowed $300 for administration and supervision.

b. For all field order work in excess of $10,000 accumulated

total to be performed by sub-contractors (less mark-up for overhead and profit), the Contractor will be allowed an amount equal to five percent (5%) of the accumulated total for administration and supervision.

G. Special Provision 2.20, Relocate Tempoary Concrete Barrier




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The spelling of “Tempoary” in the heading of this Special Provision is corrected to read “Temporary”. H. Special Provision 2.26 and 2.27 Iron Fence (Square Tube Steel Fence) –

Rainbow’s Ends Street / Drainage Lift Station

On page SP-51, in the first sentence of the 6th paragraph, insert the word “steel” between the words “install” and “security”.

I. Special Provision 3.00 A, Grading Add the following at the end of the last paragraph: “The Geotechnical Report is included as an attachment for convenience

only, is for information purposes only, and is specifically and particularly not a part of the Special Provisions nor is it a Contract Document.”

J. Special Provision 3.01, Site Grading and Drainage Excavation. In the 4th paragraph delete the reference “105” and insert the reference

“1.04” K. Special Provision 4.09, Survey Marker In the third paragraph / sentence delete the word “install” and insert the

word “stamp”. The Contractor shall install the monuments and his surveyor shall stamp the survey monuments.

L. Special Provision 6.10, Resilient Wedge Gate Valve, 8-Inch, Detail W-2 The heading of this Special Provision is revised to delete “W-2” and

replace it with “W-6”. In the second line of the first paragraph delete “W-2” and replace it with

“W-6”.

M. Special Provision 7.01 Lift Station, Sewer (Not including external electrical) and 7.02 Lift Station, Storm Drain (Not including external electrical)

In the second paragraph, 4th and 5th lines, delete the reference “2 inch

transducer tube”.




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N. Special Provision 8.00 B Sewer and Storm Drain Facilities Coordination. At the top of page SP-111, in the first line, delete the words “Wild Horse

Pass” and replace them with “George Webb Village Subdivision. The intent for the lift stations at George Webb Village Subdivision to be

substantially similar to the lift station at Wild Horse Pass but scaled down because the lift stations at George Webb Village are smaller in size than the lift station at Wild Horse Pass.

O. Special Provision 8.24, Solar Street Light Reinforced Concrete Foundation with

Anchor Bolts

In the first paragraph, delete the second sentence and replace it with the following.

“The Contractor shall furnish and install the anchor bolts for the solar

street light foundations as well as furnish and install all other materials for the solar street light foundations. Anchor bolts shall be manufactured or supplied by Solar Street Lights USA, 169 Manufacturers Drive, Holland MI 49424, telephone (616) 399-6166.”

P. Special Provision 8.25 & 8.26 Install GRIC Furnished Solar Street Lights, Single

or Double Luminaire

The heading of this Special Provision is revised to delete, “Install GRIC Furnished”.

Delete the first paragraph and replace it with the following; “The Contractor shall furnish and install the solar street lights as indicated

in the Solar Street Light Plans and as required by the manufacturer. This shall include, but not be limited to, furnishing and installing foundations, anchor bolts, poles, mast arms, solar panels, battery boxes, batteries, luminairies, as indicated in the Solar Street Light Plans and the manufacturer’s information.”

Delete the second paragraph and replace it with the following; “After delivery and prior to installation, the Contractor shall safely and

securely store the solar street light components within the Community. Refer to the Invitation for Bids regarding the storage of materials and




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taxation requirements. The Contractor shall be solely responsible for the safe and secure storage of the solar street lights and all their components prior to installation and if any components are lost, damaged, or stolen, the Contractor shall promptly and without additional compensation replace such lost, damaged, or stolen components in order to construct fully functional solar street lights.”

Prior to the third paragraph insert the following; “Solar Street Lights shall be manufactured by Solar Street Lights USA,

169 Manufacturers Drive, Holland MI 49424, telephone (616) 399-6166.” Delete the last paragraph and replace it with the following; “Measurement and payment for Contractor furnished and installed solar

street lights, single or double luminaries, shall be made by the each under the items in the bid schedule and includes, but is not limited to, furnishing the solar street lights, safely and securely storing the solar street lights and all their components within the Community, loading, hauling, and unloading the solar street lights at the project site, assembling and erecting the solar street lights; night time observation, inspection, and adjustment of the solar street lights, and every other item incidental thereto.”

O. Attachments to the Special Provisions. In the Native Plant Salvage Plan attachment, delete the red letters

“DRAFT” at the top of the document. The Geotechnical Engineering Report is included for convenience only, is

for information purposes only, and does not form a part of the Special Provisions nor is it a Contract Document.

2. The following revisions to the Invitation for Bids, IFB # 06-01-11 are made:

A. Page 15, Section IV, Other Requirements, No.8. I. 5. The second sentence of the second paragraph pertaining to sign requirements is hereby deleted.

B. Page 21, in the first paragraph pertaining to the Special Provisions, after the word “thereto” insert the following; “, except for the Geotechnical Engineering Report which is provided for convenience and for information only,”.

C. Page 30, Bid Form. Insert Fee Bid Form / Bid Schedule and Subcontractor List

Addendum No.1 September 9, 2011

Exhibit C-1

EXHIBIT C - ATTACHMENT

George Webb Village Subdivision Infrastructure

Fee Bid Form / Bid Schedule

NO. BID # ITEM DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST

DIVISION 1 GENERAL

1 1.01 MOBILIZATION AND PREPARATORY WORK LS 1

2 1.02 STORM WATER POLLUTION PREVENTION PLAN LS 1

3 1.03 MAINTENANCE AND PROTECTION OF TRAFFIC LS 1

4 1.04 CONSTRUCTION SURVEY LS 1

5 1.05 CONSTRUCTION WATER LS 1

6 1.06 OWNER / ENGINEER FIELD OFFICE LS 1

7 2.01 CHRISTMAS CACTI – SALVAGE AND MAINTAIN EA 4

8 2.02 HEDGEHOG CACTI – SALVAGE AND MAINTAIN EA 5

9 2.03 SAGUARO CACTI – SALVAGE AND MAINTAIN EA 1

10 2.04 CLEARING AND GRUBBING AC 77

11 2.05 LOAD, HAUL, UNLOAD, AND STACK MESQUITE TREES AC 77

12 2.06 PERIMETER WALL LF 5,913

13 2.07 SIGN POST, MAG DET. 131, TYPE A (U-CHANNEL) EA 51

14 2.08 SIGN POST, MAG DET. 131, TYPE B (GALV ROUND POST W/CONC. BASE)

EA 8

15 2.09 STOP SIGN, R1-1, 30” x 30” EA 17

16 2.10 SPEED LIMIT SIGN (25 MPH), R2-1, 24” x 30” EA 18

17 2.11 STREET NAME SIGN, 6” x LENGTH REQUIRED EA 30


Exhibit C-2





18 2.12 SPEED HUMP SIGN (SIMILAR TO W18-1), 30” x 30” EA 8

19 2.13

SPEED HUMP SUPPLEMENTAL DISTANCE SIGN (SIMILAR TO W16-2P), 18” x 12”

EA 8

20 2.14 DEAD END SIGN, W14-1, 30” x 30” EA 6

21 2.15 NO OUTLET SIGN, W14-2a, 24” x 6” EA 7

22 2.16 ONE DIRECTION ARROW, W1-6(L), 36” x 18” EA 1

23 2.17 DIRECTIONAL ARROW SIGN, W1-1 (R) 30” x 30” EA 1

24 2.18 HANDICAP SIGN, D9-6, 24” x 24” EA 4

25 2.19 PERMANENT BARRICADE, MAG 130, TYPE B (ALLOWANCE)

EA 1

26 2.20 RELOCATE TEMPORARY CONCRETE BARRIER LF 175

27 2.21 PAVEMENT MARKING, 4”, WHITE, THERMOPLASTIC, 0.060”, PARKING STALLS

LF 432

28 2.22 PAVEMENT MARKING, 12”, WHITE, THERMOPLASTIC, 0.060”

LF 250

29 2.23 ADOT PAVEMENT MARKING, SINGLE ARROW, WHITE, EXTRUDED, 0.090”

EA 4

30 2.24 ADOT PAVEMENT MARKING, “ONLY”, WHITE, EXTRUDED, 0.090”

EA 4

31 2.25

SPEED HUMP PAVEMENT MARKINGS, 10”, WHITE, EXTRUDED, 0.090” (MAG 210 PATTERN, ADOT MATERIAL SPEC)

LOC 4

--- -------- -------------------------------------- -------- ------------ ---------------- ---------------


Exhibit C-3





32 2.25A

HANDICAP PAVEMENT MARKING, WHITE, EXTRUDED, 0.090”, MUTCD 3B-22, 48” x 36” WITH BLUE BACK GROUND

EA 4

33 2.25B

FIRE HYDRANT RAISED PAVEMENT MARKER, DOUBLE RETRO-REFLECTIVE, BLUE

EA 16

34 2.26 IRON FENCE (SQUARE TUBE STEEL FENCE) RAINBOW’S ENDS STREET

LF 967

35 2.27 IRON FENCE (SQUARE TUBE STEEL FENCE), DRAINAGE LIFT STATION

LF 207

36 2.28

SQUARE TUBE STEEL DOUBLE PANEL ROLLING GATE AT DRAINAGE LIFT STATION

EA 1

37 2.29 CONCRETE MASONRY UNIT WALL AT SEWER LIFT STATION

LF 122

38 2.30

12’ DOUBLE PANEL ROLLING CHAIN LINK GATE WITH RAZOR WIRE AT SEWER LIFT STATION

EA 1

39 2.31

10’ DOUBLE PANEL CHAIN LINK SWING GATE WITH RAZOR WIRE AT SEWER LIFT STATION, MAG DET. 160

EA 1

40 3.01 SITE GRADING AND DRAINAGE EXCAVATION CY 125,967

41 3.02 HAUL TO WASTE (ALLOWANCE) CY 7,500

42 3.03 IMPORTED BORROW (ALLOWANCE) CY 7,500

43 3.04 RIPRAP, 3” TO 6”, D50=6”, GROUTED, T=12” (DOUBLE 30” PIPE INLET / OUTLET)

CY 55

44 3.05 RIPRAP, 3” TO 6”, D50=6”, GROUTED, T=8” (DRAINAGE SPILLWAYS, DET. 577)

CY 72


Exhibit C-4





45 3.06

RIPRAP, 3” TO 6”, D50=6”, NON-GROUTED, T=6”, WITH FILTER FABRIC (CHANNELS, SWALES, INLETS, OUTLETS)

CY 2,835

46 4.01 SUBGRADE PREPARATION (UNDER ASPHALT ONLY, ALL ELSE INCIDENTAL)

SY 35,000

47 4.02 AGGREGATE BASE COURSE, T=3”, (DRAINAGE LIFT STATION)

SY 340

48 4.03 AGGREGATE BASE COURSE, T=3”, (SEWER LIFT STATION)

SY 590

49 4.04 AGGREGATE BASE COURSE, T=4” (BASE FOR NO. 67 ROCK) DET. 575

SY 616

50 4.05 AGGREGATE BASE COURSE, T=6”, (BASE FOR ASPHALT PAVING)

SY 35,000

51 4.06 GRAVEL, T=4”, AASHTO No.67 ROCK, DET. 575 SY 616

52 4.07 CRUSHED ROCK, T=2”, AASHTO No.57 ROCK, LIFT STATIONS PLATING

SY 460

53 4.08 ASPHALT PAVING, T=2”, MAG ¾” SY 35,000

54 4.09 SURVEY MARKER, MAG DET. 120-1, TYPE B EA 26

55 4.10 ADJUST SEWER MANHOLES EA 26

56 4.11 ADJUST WATER VALVE FRAME AND COVER EA 41

57 4.12 ASPHALT SPEED HUMPS EA 4

58 5.01 CONCRETE ROLL CURB AND GUTTER, MAG 220-1, TYPE C (H=4”)

LF 18,722

59 5.02

CONCRETE VERTICAL CURB AND GUTTER, MAG 220-1, TYPE A, H=6”, (SR-587 ENTRANCE MEDIANS)

LF 550


Exhibit C-5





60 5.03

CONCRETE CURB TRANSITION, 5 FT, MODIFIED MAG DET 222, TYPE C TO FLAT

EA 2

61 5.04

CONCRETE CURB, VERTICAL CURB, 18 INCH, MAG DET 222, TYPE A, H=6” (RETENTION BASIN PARKING AREAS)

LF 414

62 5.05 CONCRETE SIDEWALK, 4 FT, MAG DET. 230, T=4” SF 74,889

63 5.06 CONCRETE SIDEWALK, 5 FT, MAG DET. 230, T=4” SF 5,370

64 5.07

CONCRETE SIDEWALK RAMP, MAG DET. 231, TYPE A WITH DETECTABLE WARNING

EA 34

65 5.08 CURB RAMP, MAG DET. 235-5 EA 2

66 5.09 CONCRETE MEDIAN NOSE TRANSITION, MAG DET.223, T=4”

SF 58

67 5.10 4FT x 28FT CONCRETE VALLEY GUTTER AND FILET APRON, MAG DET. 240

SF 1,600

68 5.11 5 FT x 32 FT CONCRETE DRAINAGE APRON, DET 576 SF 560

69 5.12 DRAINAGE SCUPPER, DET 576 EA 12

70 5.13 CONCRETE SLAB, 8 INCH, NON-REINFORCED (SHEET PV-01)

SF 264

71 5.14

CONCRETE SLABS, 4 INCH TO 6 INCH, MISCELLANEOUS REINFORCED AND NON-REINFORCED

SF 300

72 5.15 CONCRETE SLAB, 9 INCH, REINFORCED (SEWER LIFT SF 114


Exhibit C-6





STATION GENERATOR PAD)

73 5.16 CONCRETE ALLEY ENTRANCE, 22 FT x 6 FT, MAG DET. 261

SF 264

74 5.17

CONCRETE HEADWALL, REINFORCED, SINGLE 24”, DRAINAGE LIFT STATION INLET STRUCTURE, DET A / DPS-02

EA 1

75 5.18

CONCRETE TRANSFER STRUCTURE, REINFORCED, AT DRAINAGE LIFT STATION, DET B / DPS-02

EA 1

76 5.19

CONCRETE HEADWALL, REINFORCED, SINGLE 18”, DRAINAGE LIFT STATION OUTLET, DET B / DPS-02

EA 1

77 5.20 CONCRETE HEADWALL, REINFORCED, 6 BARREL x 30” CULVERT, DET PD-05

EA 2

78 5.21 CONCRETE INLET STRUCTURE, REINFORCED, BUZZING FEATHER STREET

EA 1

79 5.22 CONCRETE OUTLET STRUCTURE, REINFORCED, BUZZING FEATHER STREET

EA 1

80 5.23 CONCRETE CATCH BASIN, MAG STD DET. 531 MODIFIED

EA 1

81 6.01 PIPE, SEWER, 8-INCH PVC, SDR-35 & SDR-26 LF 8,399

82 6.02 MANHOLE, SEWER, 48-INCH, DEPTH LESS THAN 15 FEET EA 22

83 6.03 MANHOLE, SEWER, 60-INCH, DEPTH 15 FEET AND OVER EA 1

84 6.04 DROP MANHOLE, SEWER, 48-INCH, DEPTH LESS THAN 15 FEET

EA 1

85 6.05 DROP MANHOLE, SEWER, 60-INCH, DEPTH 15 FEET AND OVER

EA 2


Exhibit C-7





86 6.06 PIPE, SEWER, 4-INCH PVC SDR-35, HOUSE SERVICE EA 81

87 6.07

PIPE, SEWER, 6-INCH PVC FORCE MAIN, AWWA C-900, CLASS 165 INCLUDING FITTINGS AND RESTRAINTS

LF 1,531

88 6.08 PIPE, WATER, 8-INCH, PVC C-900, CLASS 200 LF 9,720

89 6.09 DETAIL FOR END OF WATERMAIN, WD-05 EA 4

90 6.10 RESILIENT WEDGE GATE VALVE, 8”, DETAIL W-6 EA 25

91 6.11 WATER SERVICE, 1-INCH WITH DOUBLE METER BOXES

EA 34

92 6.12 WATER SERVICE, ¾-INCH, WITH SINGLE METER BOX EA 13

93 6.13 FIRE HYDRANT, 6-INCH, COMPLETE EA 14

94 6.14 RELOCATE FIRE HYDRANT, 6-INCH, COMPLETE EA 2

95 6.15 WATERLINE, 8-INCH, VERTICAL REALIGNMENT EA 2

96 6.16 WATERLINE, 8-INCH, VERTICAL REALIGNMENT (ALLOWANCE)

EA 1

97 6.17

PIPE, 8-INCH, DUCTILE IRON, CLASS 53, INCLUDING FITTINGS AND RESTRAINT (STORM DRAIN LIFT STATION DISCHARGE TO TRANSFER STRUCTURE

LF 21

98 6.18

PIPE, 8-INCH, STEEL, SCHEDULE 40, COATED (AT STORM DRAIN TRANSFER STRUCTURE)

LF 10

99 6.19

PIPE, HDPE, DR-17, SOLID WALL, 18-INCH, STORM DRAIN LIFT STATION OUTLET PIPING

LF 432


Exhibit C-8





100 6.20 PIPE, RGRCP, 30-INCH, CLASS V, MULTI BARRELS LF 340

101 6.21 CONCRETE PIPE END SECTIONS, 30-INCH, MAG DET. 545

EA 4

102 6.22 PIPE, RGRCP, 24-INCH, CLASS III, STORM DRAIN PIPE

LF 168

103 6.23 PIPE, RGRCP, 24-INCH CLASS IV, DRAINAGE CULVERT LF 278

104 6.24 CONCRETE PIPE END SECTIONS, 24-INCH, MAG DET. 545

EA 8

105 7.01 LIFT STATION, SEWER (NOT INCLUDING EXTERNAL ELECTRICAL)

LS 1

106 7.02 LIFT STATION, STORM DRAIN (NOT INCLUDING EXTERNAL ELECTRICAL)

LS 1

107 7.03 HANDRAIL, STEEL PIPE, MAG DET. 145, TYPE 1 (RAINBOW’S ENDS STREET CULVERT)

LF 44

108 7.04 HANDRAIL, STEEL PIPE, MAG DET. 145, TYPE 4 (WEBB STREET CULVERT)

LF 32

109 8.01 ELECTRICAL PANELS SUPPORT STRUCTURE WITH SHADE CANOPY

EA 2

110 8.02 SUPPORT STRUCTURES LIGHTING EA 4

111 8.03

SERVICE ENTRANCE SECTION / METER MAIN 200A, 277/480V, 3Ф, 4W, NEMA 3R

EA 2

112 8.04 AUTOMATIC TRANSFER SWITCH, NEMA 3R / 480V / 3Ф / 3 POLE / 200A

EA 1

113 8.05 DISTRIBUTION PANEL B, NEMA 3R / 480V / 3Ф / 200A EA 2

114 8.06 MINI POWER ZONE, 7.5KVA, 480-120/240V, 1Ф, NEMA 3R / PANEL A

EA 2


Exhibit C-9





115 8.07 BACK UP POWER GENERATOR WITH FUEL TANK

EA 1

116 8.08 PUMP CONTROLS AND CABINET EA 2

117 8.09

REMOTE TERMINAL UNIT AND CABINET, INCLUDING ALL ELECTRONICS AND COMMUNICATION DEVICES

EA 2

118 8.10 CONDUIT, RIGID METAL, ALL DIAMETERS AND LENGTHS LS 1

119 8.11 CONDUIT, PVC SCHEDULE 40, ELECTRICAL, ALL DIAMETERS AND LENGTHS

LS 1

120 8.12 WIRING, ALL TYPES, GUAGES, AND LENGTHS LS 1

121 8.13 GROUNDING RODS AND GROUND WIRE LS 1

122 8.14 WIRING DEVICES LS 1

123 8.15 COMMUNICATION ANTENNA EA 2

124 8.16

ELECTRICAL SERVICE ENTRANCE SECTIONS – PEDESTAL SERVICE FOR IRRIGATION CONTROLLERS, 200A / 120/240V / 1Ф / 3W

EA 2

125 8.17 GRIC-UA ELECTRICAL CONDUIT, PVC, 3-INCH, DB-120

LF 38,520

126 8.18

50KVa TRANSFORMER CONDUIT RISERS IN SAND SLURRY BACKFILL WITH GROUND RODS

EA 23

127 8.19

150KVa TRANSFORMER CONDUIT RISERS IN SAND SLURRY BACKFILL WITH GROUND RODS

EA 2

128 8.20

600A FUSED SWITCH CABINET CONDUIT RISERS IN SAND SLURRY WITH GROUND RODS (C-PD-0105 &

EA 2


Exhibit C-10





C-PD-0812)

--- -------- -------------------------------------- -------- ------------ ---------------- ---------------

129 8.21

PRIMARY TAP ENCLOSURE CONDUIT RISERS IN SAND SLURRY WITH GROUND RODS (C-PDT-0706)

EA 2

130 8.22

4/0 PRIMARY LOOP TAP ENCLOSURE CONDUIT RISERS IN SAND SLURRY WITH GROUND RODS (C-PDT-0210)

EA 1

131 8.23 INSTALL GRIC-UA FURNISHED PULL BOX, 3 FT x 5 FT x 3 FT

EA 1

132 8.24

SOLAR STREET LIGHT REINFORCED CONCRETE FOUNDATION WITH ANCHOR BOLTS

EA 74

133 8.25

INSTALL GRIC FURNISHED SOLAR STREET LIGHT ASSEMBLIES, SINGLE LUMINAIRE

EA 72

134 8.26

INSTALL GRIC FURNISHED SOLAR STREET LIGHT ASSEMBLIES, DOUBLE LUMINAIRE

EA 2

135 9.01 LANDSCAPING, IRRIGATION, AND HARDSCAPE EARTHWORK

LS 1

136 9.02

REDUCED PRESSURE BACKFLOW PREVENTER, 1-INCH, CERTIFIED, WITH ENCLOSURE AND CONCRETE PAD

EA 1

137 9.02A

REDUCED PRESSURE BACKFLOW PREVENTER, 2-INCH, CERTIFIED, WITH ENCLOSURE AND CONCRETE PAD

EA 1

138 9.03 AUTOMATIC WALL MOUNTED IRRIGATION CONTROLLER

EA 1


Exhibit C-11





139 9.04 AUTOMATIC PEDESTAL MOUNTED IRRIGATION CONTROLLER

EA 1

140 9.05 LANDSCAPE IRRIGATION SYSTEM – EAST END DRAINAGE CHANNEL AREA

LS 1

141 9.06 LANDSCAPE IRRIGATION SYSTEM – RETENTION BASIN AND AMENITIES AREA

LS 1

142 9.07 LITTLE LEAF PALO VERDE, 24-INCH BOX EA 9

143 9.08 NATIVE MESQUITE, 15 GALLON EA 41

144 9.09 BLUE PALO VERDE, 24-INCH BOX EA 13

145 9.10 RED BIRD OF PARADISE, 5 GALLON EA 65

146 9.11 GOLDEN EYE, 1 GALLON EA 85

147 9.12 PINK FAIRY DUSTER, 5 GALLON EA 36

148 9.13 CREOSOTE, 5 GALLON EA 136

149 9.14 DESERT SPOON, 5 GALLON EA 52

150 9.15 RE-PLANT CHRISTMAS CACTI (CHRISTMAS CHOLLA) FROM SALVAGE

EA 4

151 9.16 RE-PLANT HEDGEHOG FROM SALVAGE EA 5

152 9.17 RE-PLANT SAGUARO CACTI EA 1

153 9.18 LOW BOW, NCN, 1 GALLON EA 154

154 9.19 DESERT BROOM HYBRID, 1 GALLON EA 199

155 9.20 SOD – MIDIRON BERMUDA GRASS TURF SF 33,845


Exhibit C-12





156 9.21 CONCRETE HEADER, 6-IN x 6-IN, CURB STYLE LF 1,050

157 9.22 DECOMPOSED GRANITE, 3-INCH MINUS, 2-INCHES THICK

SY 42,012

158 9.23 ENTRY MONUMENT: FOUNDATION, GABIONS, ROCK, SIGNAGE

EA 1

159 9.24

PLAY STRUCTURE / TOT LOT WITH CUSHIONED PLAY MATERIAL AND WASHED MORTAR SAND

EA 1

160 9.25 TRASH RECEPTACLE EA 2

161 9.26 BARBECUE GRILL WITH CONCRETE FOUNDATION EA 2

162 9.27 RAMADA WITH REINFORCED CONCRETE SLAB, T=6 INCHES, CLASS A 3000 PSI

EA 2

163 9.28 PICNIC TABLES, 8 FEET EA 4

164 9.29

REINFORCED CONCRETE BASKETBALL HALF COURT, 45 FEET x 30 FEET, T=6 INCHES, CLASS A 3000 PSI

SF 1,350

165 9.30

BASKETBALL BACKBOARD SUPPORT STRUCTURE, BACKBOARD, GOAL, AND NETS

EA 3

166 9.31 HORSESHOE PIT EA 1

167 1.00 LL CONTINGENCIES LS 1 $330,000.00 $330,000.00

Total Amount Proposed/Bid: ___________________

Schedule will be evaluated on the total amount bid for Items 1 through 167. Substantial Completion Time is 365 Calendar Days.

Award to the successful proposer will be based on the criteria set forth in the RFP.


Exhibit C-13

The Contract Price to be entered on the Agreement will be the total amount proposed for Items 1 through 167.

Subcontractors, suppliers and others.

A tabulation of all subcontractors, suppliers and other persons and organizations

required to be identified in this Proposal/Bid Form. For subcontractors, enter name and current and active Arizona Registrar of Contractor’s license number.

If Contractor will perform the work write in “N/A” for not applicable.

Earthwork: PVC Sewer Pipe Supply: Sewer Manhole Supply: Sewer Work: Concrete Pipe Supply: Storm Drain Pipe: HDPE Solid Wall Pipe: PVC Waterline Supply: Waterline Components Supply: Waterline Work: CMU Supply: CMU Work: Concrete Supply:

Concrete Flat Work: Concrete Structures: Asphaltic Concrete Supply: Asphalt Paving: Lift Stations: GRIC-UA Conduit Supply: Electrical: Pavement Markings: Signage: Painting: Landscaping: Other: Other: Other: Other:

110908 GRT-07 George Webb Village Subdivision Final ...gilariver.org/pdfs/RFPs/Addendum No 1 IFB 06-01-11.pdf · The following addendum to the George Webb Village Subdivision ...

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