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33373-BID SCHEDULE

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33373-BID SCHEDULE Powered By Docstoc
					BID ITEM
  NO.
2010001

2010003

2010004

2020001

2020061

2030300

3030003

4040111

4060001

4060004

4060500

5030082

5101106

5101604

5102111

5103101

5103205

5105310

5108154

5150001

5150005

5150007

6010720

6070010

6070110
6080001

6080015

7010005

7010025

7010027

7040010

7040020

7040030

7040060

7040110

7050080

7060025

7060030

7060040

7080001

7080010

7310197

7310350

7310375

7320010

7320020

7320025

7320125

73201216

7320400

7320421

7320611
7320614

7320616

7320620

7320622

7320628

7320646

7320650

7320652

7320660

7320690

7320800

7320890

7360141

7360309

8050003

8050010

8061005

8061009

8061090

8061298

8061602

8061609

8061655

8061700

8070001

8080001

8080011
8100001

8100005

8100006

8100011

9010001

9080001

9080090

9080131

9080201

9080203

9080280

9080281

9080292

9080301

9080402

9080501

9080502

9090002

9090021

9130001

9130009

9211220

9260001

9300001

9330001
                       SOLICITATION NO. 33373: CAMINO DE OESTE: LOS REALES ROAD to VALENCIA ROAD (4CO


                                      DESCRIPTION


CLEARING AND GRUBBING

CLEARING AND GRUBBING (Noxious and Invasive Species Control)

PRESERVATION FENCING

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

RELOCATE MAILBOX

ROADWAY EXCAVATION

AGGREGATE BASE

TACK COAT

ASPHALTIC CONCRETE ( No. 1)

ASPHALTIC CONCRETE NO. 2 (TERMINAL MIX)

BITUMINOUS MATERIAL PRICE ADJUSTMENT

SIDEWALK SCUPPER (TYPE 2)

POTABLE WATER PIPE, DI, 6" (CL 350)

POTABLE WATER, COPPER, 1" W/FITTINGS

POTABLE WATER, TAPPING SLEEVE & VALVE 12"x6"

POTABLE WATER, ADJUST EXISTING VALVE BOX AND COVER

POTABLE WATER, FIRE HYDRANT

REMOVE AND DISPOSE EXISTING FIRE HYDRANT

POTABLE WATER, STUBS (S), 1"

UTILITY IMPACTS

UTILITY POTHOLING, DEPTH < 12'

UTILITY POTHOLING, DEPTH > 12'

CONCRETE CUTOFF WALL

SIGN POST (PERFORATED) (SINGLE)

FOUNDATION FOR SIGN POST (PERFORATED)
SIGN PANEL (AGENCY PROVIDED)

SIGN PANEL (TRAFFIC CONTROL) (PERMANENT) TYPE III)

TRAFFIC CONTROL

FLASHING ARROW PANEL

CHANGEABLE MESSAGE BOARD

PAVEMENT MARKING (WHITE HOT-SPRAYED THERMOPLASTIC) (0.060")

PAVEMENT MARKING (YELLOW HOT-SPRAYED THERMOPLASTIC) (0.060")

PAVEMENT MARKING (WHITE HOT-SPRAYED THERMOPLASTIC) SINGLE ARROW (0.090)

PAVEMENT LEGEND (WHITE HOT-SPRAYED THERMOPLASTIC (ONLY) (0.090")

PAVEMENT MARKING (WHITE HOT SPRAYED THERMOPLASTIC)(0.090")

PAVEMENT LEGEND, PREFORMED,TYPE I, BIKE LANE LEGEND AND SYMBOL

PAVEMENT MARKER, REFLECTIVE (TYPE D, YELLOW, TWO-WAY)

PAVEMENT MARKER, REFLECTIVE (TYPE G, CLEAR, ONE-WAY)

PAVEMENT MARKER, REFLECTIVE (TYPE F, BLUE, TWO-WAY)

PAVEMENT MARKING, PAINTED

PAINTED PAVEMENT SYMBOL OR LEGEND

BREAKAWAY BASE FOR LIGHTING POLE OR SIGNAL FLASHER

CONTROL CABINET FOUNDATION

SERVICE PEDESTAL CABINET FOUNDATION

ELECTRICAL CONDUIT (1") (PVC)

ELECTRICAL CONDUIT (2") (PVC)

ELECTRICAL CONDUIT (2 1/2") (PVC)

ELECTRICAL CONDUIT (2 1/2") (GALV. STEEL)

ELECTRICAL CONDUIT (2 1/2") (RGS) (TEP POLE SWEEP)

PULL BOX (NO. 3 1/2)

PULL BOX (NO. 7) (WITH EXTENSION)

CONDUCTOR (NO. 1) (INSULATED)
CONDUCTOR (NO. 4) (INSULATED)

CONDUCTOR (NO. 6) (INSULATED)

CONDUCTOR (NO. 10) (INSULATED)

CONDUCTOR (NO. 12) (INSULATED)

CONDUCTOR (NO. 8) (BARE)

CONDUCTOR (NO. 6) (GREEN INSULATED)

CONDUCTOR (NO. 10) (GREEN INSULATED)

CONDUCTOR (NO. 12) (GREEN INSULATED)

CONDUCTOR (3 CABLE PHOTOCELL)

GROUND ROD (3/4" DIA. X 10')

SERVICE PEDESTAL CABINET

ELECTRICAL SERVICE INSTALLATION

LIGHTING ASSEMBLY (SPECIAL)

LOAD CENTER CABINET (MODIFIED)

SEEDING (CLASS II)

SEEDING (CLASS II) (SECOND APPLICATION)

TREE (15 GALLON)

TREE (24" BOX)

TREE STAKING

SHRUB (5 GALLON)

SAGUARO CACTUS (2'-4')

CACTUS (5 GAL.)

OCOTILLO (5 GALLON)

LANDSCAPE PRUNING

LANDSCAPE ESTABLISHMENT (365 DAYS)

LANDSCAPE IRRIGATION SYSTEM

MISCELLANEOUS LANDSCAPE WORK
AZPDES/NPDES (Original)

SEDIMENT LOG (DISCRETIONARY)

SEDIMENT WATTLE (DISCRETIONARY)

AZPDES/NPDES (Modified)

MOBILIZATION

CONCRETE CURB (PC/COT STD. DTL. 209)(TYPE 1)

CONCRETE CURB TERMINAL SECTION (PC/COT STD. 212)

CONCRETE VALLEY GUTTER (PC/COT STD. DTL. 208)

CONCRETE SIDEWALK

CONCRETE SIDEWALK (6")

CURB ACCESS RAMP, PC/DOT STD DTL.207 (TYPE 1)

CURB ACCESS RAMP, PC/DOT STD DTL.207 (TYPE 2)

CONCRETE LANDING WITH DETECTABLE WARNING STRIP

CONCRETE DRIVEWAY

CONCRETE HEADER

CONCRETE FORD WALL

CONCRETE FORD WALL (1' X 2')

SURVEY MONUMENT

SURVEY MONUMENT, FRAME AND COVER

RIPRAP (DUMPED)

RIPRAP (HAND PLACED) (GROUTED)

RGS RISER, 2.5" (TEP)

ENGINEER'S FIELD OFFICE

INCIDENTAL ITEMS

BARRICADE RAILING (PC/COT STD DTL 105)
ROAD to VALENCIA ROAD (4COLRV)


           UNIT   QUANTITY       UNIT              TOTALS
                                 COST
           L.S.      1

           F.A.    5,000     $          1.00   $        5,000.00

           L.F.    2,000

           L.S.      1

          EACH      15

           C.Y.    12,601

           C.Y.    5,883

           TON       8

           TON     4,902

           TON     3,290

           F.A.    5,000     $          1.00   $        5,000.00

          EACH       7

           L.F.     30

           L.F.     14

          EACH       1

          EACH      15

          EACH       1

          EACH       1

          EACH       1

           F.A.    15,000    $          1.00   $       15,000.00

          EACH      25

          EACH       5

           L.F.     204

           L.F.     571

          EACH      48
 S.F.     134

 S.F.     195

 L.S.      1

EA/DAY    200

EA/DAY    100

 L.F.    16,285

 L.F.    12,291

EACH       8

EACH       4

 L.F.     540

EACH       4

EACH      466

EACH      23

EACH       3

 L.F.    28,576

EACH      12

EACH      21

EACH       2

EACH       2

 L.F.    2,240

 L.F.    4,400

 L.F.     280

 L.F.      20

EACH       1

EACH       46

EACH       3

 L.F.     280
L.F.   8,600

L.F.   5,800

L.F.   5,000

L.F.    300

L.F.   4,400

L.F.    280

L.F.   2,500

L.F.    130

L.F.    130

EACH     6

EACH     2

L.S.     2

EACH    50

EACH     1

S.Y.   34,000

S.Y.   34,000

EACH    44

EACH    17

EACH     5

EACH    60

EACH     1

EACH    137

EACH    33

HR      40

L.S.     1

L.S.     1

F.A.   8,000    $   1.00   $   8,000.00
L.S.     1

L.F.    600

L.F.   1,000

F.A.   30,000   $           1.00   $   30,000.00

L.S.     1

L.F.   3,421

EACH    11

S.F.    412

S.F.   22,755

S.F.   1,440

EACH     5

EACH     4

EACH     2

S.F.   4,432

L.F.   2,084

L.F.    290

L.F.    303

EACH    15

EACH     3

C.Y.    133

S.Y.    490

EACH     1

L.S.     1

F.A.   50,000   $           1.00   $   50,000.00

L.F.    152

                    BID TOTAL:

				
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