IFB_270102_Price_Page.pdf
PDF 209 KB Posted
- Attached to
- Traffic Signal & Street Lighting Poles
- Solicitation number
- 270102
- Issued by
- Pima County, Arizona
About this file
This is a price page for an Invitation for Bid (IFB 270102) issued by the City of Tucson for Traffic Signal and Street Lighting Poles. The City of Tucson seeks bids from qualified firms to supply various types of steel poles and related components to be delivered to Traffic Stores/Central Stores and regional public agencies. The procurement includes 67 line items encompassing multiple pole types and specifications, including Type A through Type W poles ranging from 7 feet to 65 feet in length, mast arms of varying lengths (15 to 55 feet), strain poles, street lighting poles, anchor bolts, hand hole covers, pedestrian push button posts, and transformer bases. Estimated quantities range from 1 to 40 units per item, with the City's overall annual usage estimated at approximately $400,000. The specifications reference detailed technical specifications and drawings (TS 4-1 through TS 4-51) for each pole type, including requirements for steel gauge, steel strength (36K PSI to 48K PSI), galvanization or painting finishes, and mounting hardware specifications.
Bidders must provide unit pricing for each line item, with the City reserving the right to increase or decrease quantities as circumstances require. All poles are constructed of steel with various gauges and strength ratings per ASTM standards, and many items include specific finishing requirements such as galvanization per ASTM-A 123 or painting with specified colors and finishes. Manufacturers must complete detailed specification sheets for each item, including manufacturer name, model number, weight per unit, steel gauge, and steel strength. The price page does not contain information regarding response deadlines, award dates, contract terms, renewal options, set-asides, or incumbent contractors; bidders should refer to additional IFB documents for these administrative requirements and terms and conditions.
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Text version
IFB 270102
PRICE PAGE
The quantities shown are estimates only and the City reserves the right to increase or decrease amounts as circumstances may require.
ITEM # DESCRIPTION EST. ANNUAL UNIT PRICE EXTENDED
USAGE PER EACH PRICE
1. COT 000073396
TYPE “A” 7’ POLE WITH 3
INCH BY 5 INCH HAND HOLE, 11 GA
36K PSI STEEL. TS DRAWING 4-1,
WITH MOUNTING BOLTS 10 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
2. COT 000073397
TYPE “A” 10’ POLE WITH 3 INCHES BY 5
INCH HAND HOLE. 36K PSI STEEL, 11 GA
TS DRAWING 4-1, WITH MOUNTING BOLTS 20 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
3. COT 00007339
TYPE “A” 12’ POLE WITH 3 INCHES BY 5
INCH HAND HOLE. 36K PSI STEEL, 11GA
TS DRAWING 4-1, WITH MOUNTING BOLTS
10 EA $ _________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: ________________
4. COT 000073901
TYPE “E” POLE, 16’, 7 GAGE, 36K PSI STEEL
PER TS DRAWING 4-5 INCLUDING 3 EACH,
3/4” H.S. ASTM-A 325 MOUNTING BOLTS 3 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: ________________
LBS PER EACH: _________________ STEEL GAUGE: ___________________
STEEL STRENGTH: _______________
5. COT 000073402
TYPE “F” POLE, 30’, 3 GAGE, 36K PSI STEEL
PER TS DRAWING 4-6 INCLUDING 6 EACH,
3/4” H.S. ASTM-A 325 MOUNTING BOLTS 3 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
6. COT 000073403
TYPE “G” POLE, 30’, 7 GAGE, 36K PSI STEEL,
SINGLE ARM, PER TS DRAWING 4-7 10 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
STEEL STRENGTH: _______________
7. COT 000073404
6.COT 000073404
TYPE “J” POLE, 15’, 3 GAGE, 36K PSI STEEL
PER TS DRAWING 4-10 2 EA $ __________ $
8. COT 000073406
TYPE “Q” POLE, 30’, 3 GAGE, 36K PSI STEEL
PER TS DRAWING 4-12 10 EA $ __________ $
9. COT
TYPE “Q” POLE, 40’ SHAFT, 3 GAGE, 36K PSI STEEL
(CCTV) 2 EA $ __________ $
10. COT 000073296
MAST ARM 30 FOOT INCLUDING 4 EACH,
1 1/4” H.S. ASTM-A 325 MOUNTING BOLT
NO MID TENON 3 EA $ __________ $
LBS PER EACH: ________________ STEEL GAUGE: __________________
11. MAST ARM 30 FOOT INCLUDING 4 EACH,
1 1/4” H.S. ASTM-A 325 MOUNTING BOLT
WITH 1 MID-TENON WHEN SPECIFIED 3 EA $ __________ $
12. MAST ARM 35 FOOT INCLUDING 4 EACH,
1 1/4” H.S. ASTM-A 325 MOUNTING BOLT
WITH 1 MID-TENON WHEN SPECIFIED. 2 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
13. MAST ARM 40 FOOT INCLUDING 4 EACH,
1 1/4” H.S. ASTM-A 325 MOUNTING BOLT 2 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
14. MAST ARM 40 FOOT INCLUDING 4 EACH,
1 1/4” H.S. ASTM-A 325 MOUNTING BOLTS
WITH 1 MID-TENON WHEN SPECIFIED. 2 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
15. MAST ARM 45 FOOT INCLUDING 4 EACH, 1 1/4”
H.S. ASTM-A 325 MOUNTING BOLT WITH 1
MID-TENON WHEN SPECIFIED.
For “R” & “K” poles 2 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: ________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
16. COT
MAST ARM 50 FOOT INCLUDING 4 EACH, 1 1/4”
H.S. ASTM-A 325 MOUNTING BOLT WITH 1 OR 2
MID-TENON WHEN SPECIFIED.
For “R” & “K” poles 2 EA $ __________ $
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
17. MAST ARM 55 FOOT INCLUDING 4 EACH,
1 1/4” H.S. ASTM-A 325 MOUNTING BOLT
WITH 1 OR 2 MID-TENON WHEN SPECIFIED
For “R” & “K” poles 2 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
18. STRAIN POLE, 3 GAGE, 48K PSI STEEL
PER TS DRAWING 4-21 16 1/2 INCH BY
18 1/2 INCH BY 1 3/4 INCH WIDE SLOTTED
BOLT CIRCLE. REFERENCE TS
DRAWING 4-5 OR 4-6 OR 4-7 DETAIL “A”
FOR MAST ARM BUTT PLATE DIMENSIONS
AND MOUNTING BOLT SPECIFICATIONS.
INCLUDING 3 EACH, 3/4” H.S. ASTM-A 325
MAST ARM MOUNTING BOLTS. POLE HAND
HOLE PER TS DRAWING 4-17 4 INCH BY
6 1/2 WITH POLE GROUND. 4 EA $ __________ $
19. TYPE I, 30 FOOT, STREET LIGHTING POLE,
10 GAGE, 48K PSI STEEL FOR SINGLE
MAST ARM CONTRUCTION PER TS
DRAWING 4-44. 4 EA $ __________ $
STEEL STRENGTH: _______________
20. TYPE 1, 30 FOOT, STREET LIGHTING POLE,
10 GAGE, 48K PSI STEEL FOR TWIN
MAST ARM CONSTRUCTION PER TS
DRAWING 4-44. 4 EA $ __________ $
MANUFACTURER: _____________________ CAT/MODEL NO.: __________________
STEEL STRENGTH: _______________
21. COT 000073377
TYPE 1, 35 FOOT, STREET LIGHTING POLE, 10 GAUGE,
48K PSI STEEL FOR SINGLE MAST ARM
CONTRUCTION PER TS DRAWING 4-44 4 EA $ __________ $____________
STEEL STRENGTH: _______________
22. TYPE 1, 35 FOOT, STREET LIGHTING POLE,
10 GAGE, 48K PSI STEEL FOR TWIN
MAST ARM CONSTRUCTION PER TS
DRAWING 4-44 4 EA $ __________ $____________
MANUFACTURER: ______________________ CAT/MODEL NO.: __________________
23. COT 000073381
TYPE 2 POLE, TYPE “C” 35’ MOUNTING HT.
8 FOOT SPAN. 10 EA $ __________ $
PER TS DRAWING 4-45
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
24. COT 000073400
TYPE 2, POLE D, 40’ MT. HEIGHT, TS 4-45
18 FOOT SPAN 2 EA $ __________ $
25. COT
TYPE 2 POLE D (MODIFIED), 33’6” MT. HEIGHT
18’ SPAN 4 EA $___________ $
STEEL STRENGTH: _______________
26. COT 73378
TYPE 2 POLE. TYPE “A”
15 FOOT SPAN. PER TS DRAWING 4-45 15 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
27. COT
TYPE 2 POLE. TYPE “A” (MODIFIED) 30’ MT. HEIGHT
15 FOOT SPAN.
10 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
28. COT 73380
TYPE 2 POLE. TYPE “B” FOR
20 FOOT SPAN. PER TS DRAWING 4-45 15 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
29. COT
TYPE 2 POLE. TYPE “B” (MODIFIED) 30’ MT. HEIGHT
20 FOOT SPAN.
10 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
30. COT 73398
TYPE 2, POLE TYPE “E”, 20’
SPAN, 40’ MOUNTING HEIGHT, TS-45 10 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: ________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
31. COT
TYPE 2 POLE. TYPE “E” (MODIFIED) 35’ 6” MT. HEIGHT
20 FOOT SPAN.
4 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
32. COT 000073384
TYPE 3, 27 FOOT 6 INCH, 11 GAUGE, 48K
PSI STEEL POLE WITH 8 FOOT MAST
ARM FOR 30 FOOT MOUNTING HEIGHT.
PER TS DRAWING 4-46 POLE HAND HOLE
PER TS DRAWING 4-17 4 INCH BY 6 1/2
WITH POLE GROUND. Galvanize. 4 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAGE: __________________
33. TYPE 3, 27 FOOT 6 INCH, 11 GAUGE, 48K
PSI STEEL POLE WITH 8 FOOT MAST
ARM FOR 30 FOOT MOUNTING HEIGHT.
PER TS DRAWING 4-46 POLE HAND HOLE
PER TS DRAWING 4-17 4 INCH BY 6 1/2
WITH POLE GROUND. Painted. As specified at time of order (CONCRETE AGGREGATE or DESERT Sandstone FINISH)
4 EA $ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
34. COT 000073393
TYPE 4, 32’, 11 GAGE, 48K PSI STEEL
POLE WITH 8 FOOT MAST ARM FOR 35
FOOT MOUNTING HEIGHT. PER TS
DRAWING 4-46 POLE HAND HOLE PER TS
DRAWING 4-17 4 INCH BY 6 1/2 WITH POLE
GROUND. Galvanize. 10 EA $ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL GAGE: __________________
35. COT 000073394
TYPE 4, 32’, 11 GAGE, 48K PSI STEEL
POLE WITH 8 FOOT MAST ARM FOR 35
FOOT MOUNTING HEIGHT. PER TS
DRAWING 4-46 POLE HAND HOLE PER TS
DRAWING 4-17 4 INCH BY 6 1/2 WITH POLE GROUND.
Painted. As specified at time of order
(CONCRETE AGGREGATE or DESERT Sandstone FINISH)
10 EA $ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
36. COT
TYPE XX-A 18’ 3” T.S. 4-36
Painted. As specified at time of order (CONCRETE AGGREGATE or DESERT Sandstone FINISH) 10 EA $ $
STEEL STRENGTH: _______________
37. COT
TYPE XX-B 24’ 4” T.S. 4-36
Painted. As specified at time of order (CONCRETE AGGREGATE or DESERT Sandstone FINISH) 10 EA $ $
38. COT 000073395
TYPE 51, 30’, 48K PSI STEEL, .188
INCH THICK BY 5 INCHES SQUARE POLE WITH BASE
COVER. 1 INCH THICK BASE PLATE WITH 9 1/2
INCH BY 11 1/2 INCH BY 1 1/4 INCH WIDE SLOTTED
BOLT CIRCLE. BASE PLATE STEEL PER ASTM A36.
POLE AND BASE COVER TO BE PAINTED WITH
BENJAMIN MOORE “IRONCLAD RETARDO”
BRONZETONE #163-60 OR APPROVED EQUAL.
POLE SHALL BE WRAPED TO PROTECT PAINT
DURING SHIPPING. POLE TO BE PROVIDED WITH
HOLE FOR STANDARD 120 VAC DUPLEX RECESSED
RECEPTACLE. HAND HOLE 4 INCHES BY 6 1/2 INCHES
SQUARE WITH POLE GROUND. PER TS DRAWING 4-51
3 EA $ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
39. STEEL TRANFORMER BASE COMPLETE WITH 4 EACH
1 INCH BY 4 INCH H.S. BOLTS FOR POLE TO BASE
ATTACHMENT. BASE TO POLE BOLT CIRCLE SLOTTED
10 1/2 INCH BY 11 1/2 INCH BY 1 1/4 WIDE. BASE TO
FOUNDATION BOLT CIRCLE IS 15 INCHES. BASE AND
ALL PARTS SHALL BE GALVANIZED PER ASTM-A 123.
PACIFIC UNION METAL CO. CAT. NO. Y-B2640-Y4
OR APPROVED EQUAL.
10 EA $ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: ________________ STEEL GAUGE: __________________
STEEL STRENGTH: _______________
40. 3/4 INCH BY 18 INCH BY 3 INCH ANCHOR
BOLTS, A36 STEEL 24 EA $ __________ $
LBS PER EACH: __________________ STEEL STRENGTH: _____________
41. COT 000073305
1 INCH BY 18 INCH BY 3 INCH ANCHOR
BOLTS, A36 STEEL 20 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL STRENGTH: _____________
42. COT 000073306
1 INCH BY 36 INCH BY 4 INCH ANCHOR
BOLTS, A36 STEEL 12 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________ STEEL STRENGTH: _____________
43. COT 000073307
1 1/4 INCH BY 44 INCHES BY 4 INCH HIGH
STRENGTH ANCHOR BOLTS, A36 STEEL
28 EA $ __________ $
LBS PER EACH: _________________ STEEL STRENGTH: _____________
44. COT
WEATHERED POLE 35’ SHAFT 7 GAUGE DIRECT BURIAL (REPLACES WOOD POLES)
6 EA $ ____________ $
MANUFACTURER ________________ CAT/MODEL: __________________
45. COT
WEATHERED POLE 8’ MAST ARMS
4 EA $ _______________ $
MANUFACTURER ______________ CAT/ MODEL: _____________________
46. COT
WEATHERED POLE 12’ MAST ARMS
2 EA $______________ $
MANUFACTURER _______________ CAT/MODEL: ____________________
47. COT
WEATHERED POLE 15’ MAST ARMS
2 EA $ _______________ $
MANUFACTURER _________________ CAT / MODEL : __________________
48. COT 000073310
1 1/4” X 24” X 6” ANCHOR BOLTS,
A36 STEEL 40 EA $ ______________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: ________________ STEEL STRENGTH: _____________
49. COT 000073308
2” X 90” X 6” ANCHOR BOLTS,
A36 STEEL 24 EA $ ___________ $
LBS PER EACH: _________________ STEEL STRENGTH: _____________
50. COT 000073335
INCH BY 6 1/2 INCH +- OVAL HAND HOLE
COVERS, PER TS DRAWING 4017. TO FIT
PACIFIC UNION METAL OR VALMONT
STEEL POLES; COMPLETE WITH
HARDWARE. 30 EA $ __________ $
LBS PER EACH: _________________
51. 3 INCH BY 5 INCH +- OVAL HAND HOLE
COVERS. PER TS DRAWING 4-47. TO
FIT PACIFIC UNION METAL OR VALMONT
STEEL POLES; COMPLETE WITH
HARDWARE. 30 EA $ __________ $
52. COT 000073337
4 INCH BY 6 1/2 INCH +- RECTANGULAR
HAND HOLE COVERS. TO FIT AMERON POLES;
COMPLETE WITH HARDWARE. SIMILAR TO
TS DRAWING 4-17 EXCEPT RECTANGULAR
INSTEAD OF OVAL. 10 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________
53. COT 000073336
3 INCH BY 5 INCH +- RECTANGULAR HAND HOLE
COVERS. TO FIT AMERON POLES; COMPLETE
WITH HARDWARE. SIMILAR TO TS DRAWING 4-17
EXCEPT RECTANGULAR INSTEAD OF OVAL.
30 EA $ __________ $
MANUFACTURER: _______________ CAT/MODEL NO.: _______________
LBS PER EACH: _________________
54. COT 000073457
PEDESTRIAN PUSH BUTTON POST TYPE I
T.S. 4-19 20 EA $ __________ $
55. COT 000073293
COT –T.S. 4-6
MAST ARM 15 FOOT INCLUDING 3 EACH,
3/4” H.S. ASTM-A 325 MOUNTING BOLT
8 EA $ $
56. COT 000073295
COT –T.S. 4-6
MAST ARM 20 FOOT INCLUDING 3 EACH,
3/4” H.S. ASTM-A 325 MOUNTING BOLT
10 EA $ $
57. COT 000073302
COT –T.S. 4-10
MAST ARM 25 FOOT INCLUDING 4 EACH,
1-1/4” H.S. ASTM-A 325 MOUNTING BOLT
4 EA $ $
58. COT 000073407
TYPE “R” POLE, 30’, 0 GAGE, 48K PSI
PER TS DRAWING 4-13 10 EA $ $
MANUFACTURER: _________________
59. COT
TYPE “R” POLE, 40’ SHAFT, 0 GAGE, 48K PSI
(CCTV) 2 EA $ $
60. COT 000073334
COVER, HANDHOLD, MARBELITE
3” X 5” X 8 ¾ W SCREWS 20 EA $ $
61. TYPE V POLE, 60’ ARMS
PER TS DRAWING 4-18 2 EA $___________ $___________
62. COT
TYPE V POLE, 65’ ARMS 2 EA $___________ $
PER TS DRAWING 4-19
63. COT
TYPE W POLE 30’ SHAFT
T.S.4-19 ADOT 2 EA $ ____________ $
MANUFACTURER _____________ CAT/MODEL: _______________
64. COT
TYPE W POLE 40’ SHAFT (CCTV)
2 EA $ _____________ $
MANUFACTURER ____________ CAT/MODEL: _________
65. COT
TYPE V POLE 15’ SHAFT
T.S. 4-18 ADOT
2 EA $ _____________ $
MANUFACTURER ____________ CAT/MODEL: ___________
66. TYPE W POLE, 60’ ARMS 2 EA $___________ $___________
PER TS DRAWING 4-18
67. TYPE W POLE, 65’ ARMS 2 EA $___________ $
PER TS DRAWING 4-19
GRAND TOTAL FOR ITEMS # 1-67 $ ____________
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