ADDENDUM NO€¦ · Sheet No. 10 Summary Tables. These items have been corrected on Addendum No.2. 2) Quantities for pay items 877{A) Portable Longitudinal Barrier (Galvanized) and

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ADDENDUM NO.2 TO

HIGHWAY 62, PART 3/SHS INTERSECTION PROJECT NO. CN-A983-13

Addendum 2 consists of three (3) Clarifications, two (2) changes to the Contract Documents as follows:

CLARIFICATIONS:

I) Quantities for pay item 202{A)-Unclassified Excavation and pay item 202{E)-Select Borrow shown on Addendum No. I excluded quantities for Cherokee Street improvements as shown on Sheet No. 10 Summary Tables. These items have been corrected on Addendum No.2.

2) Quantities for pay items 877{A) Portable Longitudinal Barrier (Galvanized) and 877{B) Deliver Portable Longitudinal Barrier (Galvanized) have been revised and shown on Addendum No.2.

3) " Schedule of items" (Bid Form) has been revised. Included in Addendum No. 2 is revised "Schedule of Hems" (Bid Form)

DRAWINGS VOLUME 1

1) Sheet No.9 - General Notes and Quantities provided on Addendum No. I REPLACE in its entirety.

PROPOSAL

2) DELETE Addendum 1 "Schedule ofItems" in the Proposal in its entirety and REPLACE with the revised Addendum 2 "Schedule ofItems" found at http://www .cherokeebids.org/CurrentProcurernents.aspx.

ATTACHMENTS:

Sheet No.9 - General Notes and Quantities Revised "Schedule of Items" (htto://www.cherokeebids.orgiCurrentProcurements.aspx)

All other provisions of the Plans and Specifications shall remain in full force and effect.

BIDDER must acknowledge receipt of this ADDENDUM:

NT MUST BE RETURNED AS PART OF THE BID PROPOSAL.

ADDENDUM 2

Part 1, Bid Proposal Items Requiring Completion

HIGHWAY 62, PART 3/SHS INTERSECTION

SCHEDULE OF ITEMS (BID FORM)

Instructions: The Unit Price and Amount of Bid must be filled in with ink for each Item No. listed in the

Schedule of Items below. The total bid amount must also be included at the end of the Schedule.

Item

No.

ODOT

No. Qty & Unit DESCRIPTION Unit Price

Amt of Bid

SCHEDULE I- ROADWAY

IMPROVEMENT PAY ITEMS

1. 201(A) 1 LSUM CLEARING AND GRUBBING $_____________ $_______________

2. 202(A) 437 CY UNCLASSIFIED EXCAVATION $_____________ $_______________

3. 202(E) 152 CY SELECT BORROW $_____________ $_______________

4. 205(A) 363 CY TYPE A – SALVAGED TOPSOIL $_____________ $_______________

5. 220 1 LSUM

SWPPP DOCUMENTATION AND

MANGEMENT $_____________ $_______________

6. 221(B) 7 EA

TEMPORARY SEDIMENT

BARRIER $_____________ $_______________

7. 221(C) 1506 LF TEMPORARY SILT FENCE $_____________ $_______________

8. 221(D) 2 EA TEMPORARY SILT FILTER $_____________ $_______________

9. 230(A) 2607 SY SOLID SLAB SOD $_____________ $_______________

10. 230(F) 52KGAL WATERING $_____________ $_______________

11. 234(A) 0.26 TON FERTILIZING (10-20-10) $_____________ $_______________

ADDENDUM 2


Item

No.

ODOT


Amt of Bid

12. 303(B) 223 CY AGGREGATE BASE TYPE A $_____________ $_______________

13. 307(A) 84 TON FLY ASH $_____________ $_______________

14. 307(D) 20 TON LIME $_____________ $_______________

15. 319(B) 1939 SY

4 INCH OPEN-GRADED PORT.

CEMENT CONC. BASE $_____________ $_______________

16. 325(A) 1469 SY SEPARATOR FABRIC $_____________ $_______________

17. 411(B) 251 TON

4” SUPERPAVE, TYPE S3 (PG-70-

28 OK) $_____________ $_______________

18. 411(C) 202 TON

2” SUPERPAVE, TYPE S4 (PG-70-

28 OK) $_____________ $_______________

19. 413(D) 8 EA

RUMBLE STRIP-METHOD PCC-

CYC GROUP $_____________ $_______________

20. 414(B) 1214 SY

9” DOWEL JOINTED PCC PAVT.

(PLACEMENT) $_____________ $_______________

21. 414(G) 303 CY

9” P.C. CONCRETE FOR

PAVEMENT (MATERIAL) $_____________ $_______________

22. 415 1419 LF CONCRETE JOINT SEALING $_____________ $_______________

23. 609(B) 1147 LF

COMBINED CURB & GUTTER

(6” BARRIER) $_____________ $_______________

24. 611(C.) 1 EA

REPLACEMENT OF MANHOLE

FRAME & COVER $_____________ $_______________

25. 611(G) 1 EA INLET CICI DEIGN 2 (STD) $_____________ $_______________

26. 611(G) 1 EA

INLET CICI DEIGN 2 (STD) W/

ACCESS MANHOLE $_____________ $_______________

27. 611(I) 4 EA

REPLACEMENT OF INLET

FRAME AND GRATE $_____________ $_______________

ADDENDUM 2


Item

No.

ODOT


Amt of Bid

28. 611(M) 4 EA

REPLACEMENT OF CAST IRON

HOOD $_____________ $_______________

29. 613(A) 193 LF 18 INCH R.C.P. CLASS III $_____________ $_______________

30. 613(A) 119 LF 24 INCH R.C.P. CLASS III $_____________ $_______________

31. 613(J) 1960 LF

EDGE DRAIN CONDUIT –

PERFORATED $_____________ $_______________

32. 613 (Q) 4 EA OUTLET LATERAL HEADWALL $_____________ $_______________

33. 613(M) 2 EA

TYPE A6 CULVERT END

TREATMENT $_____________ $_______________

34. 613(M) 1 EA

TYPE B6 CULVERT END

TREATMENT $_____________ $_______________

35. 613 (S) 56 CY

STANDARD BEDDING

MATERIAL CLASS B $_____________ $_______________

36. 613(T) 46 CY

STANDARD BEDDING

MATERIAL CLASS C $_____________ $_______________

37. 613 (U) 490 CY

PIPE UNDERDRAIN COVER

MATERIAL $_____________ $_______________

38. 613(V) 102 CY TRENCH EXCAVATION $_____________ $_______________

39. 619(B) 188 SY

REMOVAL OF ASPHALT

PAVEMENT $_____________ $_______________

40. 619(B) 1 LSUM

REMOVAL OF STRUCTURES &

OBSTRUCTIONS $_____________ $_______________

41. 619(B) 149 LF REMOVAL OF EXISTING PIPE $_____________ $_______________

42. 619(B) 28 LF REMOVAL OF FENCE $_____________ $_______________

43. 619(B) 2 EA

REMOVAL OF EXISTING

DRAINAGE INLET $_____________ $_______________

ADDENDUM 2


Item

No.

ODOT


Amt of Bid

44. 619(B) 1237 LF REMOVAL OF CURB & GUTTER $_____________ $_______________

45. 619(C) 1245 LF SAWING PAVEMENT $_____________ $_______________

46. 625 (B) 174 LF

REMOVE & RECONSTRUCT

FENCE $_____________ $_______________

47. 641 1 LSUM MOBILIZATION $_____________ $_______________

48. 642 (B) 1 LSUM

CONTRACTOR CONSTRUCTION

STAKING LEVEL II $_____________ $_______________

49. 857(C) 8681 LF

REMOVABLE PAVEMENT

MARKING TAPE (4” WIDE) $_____________ $_______________

50. 857(F) 2244 LF

REMOVAL OF EXISTING

PAVEMENT MARKINGS

WORDS, SYMBOLS ETC. $_____________ $_______________

51. 870(A) 2100 SD

SAND FILLED IMPACT

ATTENUATOR MODULE $_____________ $_______________

52. 877(A) 1932 LF

PORTABLE LONGITUDINAL

BARRIER (GALVANIZED) $_____________ $_______________

53. 877(B) 1932 LF

DELIVER PORTABLE

LONGITUDENAL BARRIER

(GALVANIZED) $_____________ $_______________

54. 880(B) 560 SD

CONSTRUCTION SIGNS 0 TO

6.25 SF $_____________ $_______________

55. 880(B) 560 SD

CONSTRUCTION SIGNS 6.26 TO

15.99 SF $_____________ $_______________

56. 880(B) 840 SD

CONSTRUCTION SIGNS 16.0 TO

32.99 SF $_____________ $_______________

57. 880 (C) 140 SD BARRICADES (TYPE III) $_____________ $_______________

58. 880 (E) 280 SD WARNING LIGHTS (TYPE A) $_____________ $_______________

59. 880(G) 1400 SD TUBE CHANNELIZERS $_____________ $_______________

ADDENDUM 2


Item

No.

ODOT


Amt of Bid

60. 880 (E) 1400 SD WARNING LIGHTS (TYPE C) $_____________ $_______________

61. 880 (I) 70 SD FLAG PERSON $_____________ $_______________

62. 882 (A) 140 SD

PORTABLE CHANGEABLE

MESSAGE SIGN $_____________ $_______________

63. 850 (A) 16 SF SHEET ALUMINUM SIGNS $_____________ $_______________

64. 851 (C) 30 LF 2” SQUARE TUBE POST $_____________ $_______________

65. 856 (B) 29 EA

TRAFFIC STRIPE (MULT-

POLYMER) (WORDS SYMBOLS,

ETC.) $_____________ $_______________

66. 856 (A) 136 LF

24” WIDE MULTI-POLYMER

TRAFFIC STRIPING $_____________ $_______________

67. 856 (A) 503 LF

8” WIDE MULT-POLYMER


68. 856 (A) 8681 LF

4” WIDE MULTI-POLYMER


Item

No.

ODOT


Amt of Bid

SCHEDULE II TRAFFIC

SIGNALIZATION PAY ITEMS

1. 802 (B) 45 LF

2” PVC SCH. 40 PLASTIC

CONDUIT TRENCHED $_____________ $_______________

2. 802 (B) 280 LF


CONDUIT BORED $_____________ $_______________

3. 802 (B) 60 LF


CONDUIT TRENCHED $_____________ $_______________

4. 803 (A) 3 EA PULL BOX (SIZE I) $_____________ $_______________

5. 803 (A) 1 EA PULL BOX (SIZE II) $_____________ $_______________

ADDENDUM 2


Item

No.

ODOT


Amt of Bid

6. 804 (A) 11.6 CY STRUCTURAL CONCRETE $_____________ $_______________

7. 804 (B) 1766 LB REINFORCING STEEL $_____________ $_______________

8. 806 (A) 1 EA

32’ MH POLE 25’, TS & 10’ LMA

(G.STL.) $_____________ $_______________

9. 806 (A) 1 EA

32’ MH POLE 40’, TS & 10’ LMA

(G.STL.) $_____________ $_______________

10. 806 (A) 1 EA

32’ MH POLE 45’, TS & 10’ LMA

(G.STL.) $_____________ $_______________

11. 806 (A) 1 EA

32’ MH POLE 50’, TS & 10’ LMA

(G.STL.) $_____________ $_______________

12. 809 (A) 4 EA ROADWAY LUMINAIRE $_____________ $_______________

13. 810 (A) 1 EA SERVICE POLE $_____________ $_______________

14. 811 200 LF

1/C NO. 6 ELECTRICAL

CONDUCTOR $_____________ $_______________

15. 811 1250 LF

1/C NO. 10 ELECTRICAL

CONDUCTOR $_____________ $_______________

16. 825 1 EA

TRAFFIC SIGNAL

CONTROLLER ASSEMBLY $_____________ $_______________

17. 828 1 LSUM

(PL) DETECTION SYSTEM

(VIDEO) $_____________ $_______________

18. 831 8 EA 1 WAY 3SEC. ADJ. SIG. HD. S-6 $_____________ $_______________



21. 833 11 EA BACKPLATE $_____________ $_______________

ADDENDUM 2


TOTAL SCHEDULE I ROADWAY IMPROVEMENTS $_________________________

TOTAL SCHEDULE II SIGNALIZATION IMPROVEMENTS $_________________________

TOTAL: – ROAD AND TRAFFIC SIGNALIZATION IMPROVEMENTS $_________________________

Item

No.

ODOT


Amt of Bid

22. 834 (A) 590 LF

5/C TRAFFIC SIGNAL

ELECTRICAL CABLE $_____________ $_______________

23. 834 (A) 40 LF

7/C TRAFFIC SIGNAL

ELECTRICAL CABLE $_____________ $_______________

24. 834 (A) 560 LF

21/C TRAFFIC SIGNAL

ELECTRICAL CABLE $_____________ $_____________

25. 840 (B) 2 EA E. P. S. OPTICAL DETECTOR $_____________ $_____________

26. 840 (C) 375 LF

E. P. S. OPTICAL DETECTOR

CABLE $_____________ $_____________

27. 840 (D) 1 EA

E. P. S. 2 CHANNEL PHASE

SELECTOR $_____________ $_____________

28. 850 (C) 77 SF

MAST ARM MOUNTED SIGNS

(ALUMINUM) $_____________ $_____________