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MARYLAND STATE HIGHWAY ADMINISTRATION
OFFICE OF HIGHWAY DEVELOPMENT
DESIGN TECHNICAL SERVICES DIVISION
707 NORTH CALVERT STREET
BALTIMORE, MARYLAND 21202
January 29, 2016
Contract No.: CL4355187
F.A.P. No.: N/A
Description: MD 140 from WMC
Drive to Meadow Branch/Royer
Road Widen and Resurface
ADDENDUM NO. 5
To All Purchasers of Contract Documents:
Please be advised that the Bid Opening date for this contract is still scheduled for
February 11, 2016.
The attention of prospective bidders is directed to the following revisions, additions and/or
deletions to the Invitation for Bids booklet and Contract Plans and respond to Contractor
Inquiries.
INVITATION FOR BIDS BOOKLET
Page No. Description
44-47A REVISED Special Provision "SECTION 022 � NOTICE TO CONTRACTORS".
102-102A REPLACED Special Provision �SECTION 204 � EMBANKMENT AND SUBGRADE�.
105A-Q ADDED Special Provision Insert "SECTION 308 EROSION AND SEDIMENT CONTROL".
171A ADDED Special Provision "SECTION 700 � TREE PRESERVATION PROGRAM".
287A-D ADDED Special Provision Insert "SECTION 915 � PRODUCTION PLANTS".
322A-C ADDED Special Provision Insert "SECTION 924 � COLD PATCH MATERIAL".
SCHEDULE OF PRICES
Note: For your convenience all revised Schedule of Prices pages have been posted on the
eMaryland Marketplace Website at https://emaryland.buyspeed.com/bso/, under �Open
Bids�, under �Public Works, Park Equipment, and Construction Services�, and under the
associated �Bid Number� and �Alternate ID�.
Page No. Description
350 DECREASED Quantity of Item No. 1022 (120784) "TEMPORARY ORANGE
CONSTRUCTION FENCE" from 2,707 to 1,216 LINEAR FEET.
352 INCREASED Quantity of Item No. 2001 (201030) "CLASS 1 EXCAVATION"
from 1,050 to 2,934 CUBIC YARDS.
DECREASED Quantity of Item No. 2003 (202065) "COMMON BORROW"
from 3,420 to 2,638 CUBIC YARDS.
353 REVISED Category Code No., Unit, and DECREASED Quantity of Item No.
3002 from (301006) 250 TONS of "STABILIZED CONSTRUCTION
ENTRANCE" to (301008) 5 EACH OF "STABILIZED CONSTRUCTION ENTRANCE".
355 DECREASED Quantity of Item No. 3014 (379126) "STANDARD TYPE S
COMBINATION INLET, DOUBLE GRATE TANDEM � VERTICAL DEPTH"
from 7 to 6 LINEAR FEET.
DECREASED Quantity of Item No. 3015 (380120) "STANDARD YARD
INLET � MINIMUM DEPTH" from 3 to 1 EACH.
DECREASED Quantity of Item No. 3016 (380122) "STANDARD YARD
INLET � VERTICAL DEPTH" from 3 to 1 LINEAR FEET.
356 INCREASED Quantity of Item No. 3020 (387125) "GEOTEXTILE FOR
UNDERDRAIN" from 176 to 415 SQUARE YARDS.
INCREASED Quantity of Item No. 3021 (388063) "PORTABLE SEDIMENT
TANK" from 2 to 3 EACH.
357 INCREASED Quantity of Item No. 3026 (388140) "DIVERSION FENCE" from
148 to 216 LINEAR FEET.
REVISED Category Code and Unit of Item No. 3027 from (388150) 14 TONS of
"TEMPORARY ASPHALT BERM" to (300000) 14 LINEAR FEET of
"TEMPORARY ASPHALT BERM".
SCHEDULE OF PRICES (continued)
Page No. Description
357 DECREASED Quantity of Item No. 3028 (390125) "SANDBAGS" from 175 to 76 EACH.
358 INCREASED Quantity of Item No. 3031 (390535) "SUPER SILT FENCE" from
2,491 to 2,611 LINEAR FEET.
INCREASED Quantity of Item No. 3032 (390620) "NO. 7 AGGREGATE FOR
STORMWATER MANAGEMENT FACILITIES" from 25 to 44 CUBIC YARDS.
INCREASED Quantity of Item No. 3033 (390630) "NO. 57 AGGREGATE FOR
STORMWATER MANAGEMENT FACILITIES" from 74 to 212 CUBIC YARDS.
INCREASED Quantity of Item No. 3034 (390650) "COARSE SAND FOR
STORMWATER MANAGEMENT FACILITIES" from 25 to 44 CUBIC YARDS.
INCREASED Quantity of Item No. 3035 (390660) "BIORETENTION SOIL
MIX" from 177 to 282 CUBIC YARDS.
358A DECREASED Quantity of Item No. 3037 (390330) "RIPRAP FOR SEDIMENT
CONTROL" from 36 to 28 TONS.
INCREASED Quantity of Item No. 3038 (388043) "18 INCH PIPE SLOPE
DRAIN" from 155 to 195 LINEAR FEET.
INCREASED Quantity of Item No. 3039 (300000) "REMOVAL OF EXISTING
MASONRY (INLET)" from 4 to 5 EACH.
ADDED Item No. 3042 (354424) 1 EACH of "STANDARD TYPE C
ENDWALL FOR 24 INCH PIPE".
358B ADDED Item No. 3043 (380201) 3 EACH of "ADJUST EXISTING INLET".
ADDED Item No. 3044 (300000) 40 EACH of "TEMPORARY STONE OUTLET STRUCTURE".
ADDED Item No. 3045 (388062) 111 LINEAR FEET of "EARTH DIKE".
365A ADDED Item No. 6019 (634100) 822 LINEAR FEET of "STANDARD TYPE A
CURB 8 INCH X 16 INCH".
SCHEDULE OF PRICES (continued)
Page No. Description
366 DECREASED Quantity of Item No. 7003 (705500) "TURFGRASS
ESTABLISHMENT" from 7,574 to 7,438 SQUARE YARDS.
DECREASED Quantity of Item No. 7004 (705565) "REFERTILIZING" from
11,569 to 11,447 SQUARE YARDS.
DECREASED Item No. Quantity of 7005 (707400) "UPLAND MEADOW
ESTABLISHMENT" from 606 to 284 SQUARE YARDS.
INCREASED Quantity of Item No. 7006 (708220) "TURFGRASS SOD
ESTABLISHMENT" from 3,995 to 4,009 SQUARE YARDS.
367 DECREASED Quantity of Item No. 7007 (709100) "TYPE A SOIL
STABILIZATION MATTING" from 7,481 to 7,438 SQUARE YARDS.
DECREASED Quantity of Item No. 7008 (709130) "TYPE D SOIL
STABILIZATION MATTING" from 606 to 284 SQUARE YARDS.
DECREASED Quantity of Item No. 7010 (710170) "CONSTRUCTION
PLANTING BEDS" from 396 to 387 SQUARE YARDS.
INCREASED Quantity of Item No. 7012 (715015) "SHREDDED HARDWOOD
BARK MULCHING 3 INCH DEPTH" from 221 to 352 SQUARE YARDS.
368 ADDED Item No. 7014 (704345) 11,692 SQUARE YARDS OF "PLACING
FURNISHED TOPSOIL 4 INCH DEPTH".
ADDED Item No. 7015 (715050) 115 LINEAR FEET OF "TREE ROOT PRUNING".
375 REVISED Listing for �AGGREGATE AMOUNT AT UNIT PRICES
ALTERNATE A IS USING BID.�
CONTRACT PLANS
Sheet No. Description
1 ADDED Addendum No. 5 note.
2 ADDED Addendum No. 5 Symbol to revised sheets.
12 ADDED Quantity Box for Flowable Backfill For Pipe Abandonment.
ADDED construction note.
CONTRACT PLANS (continued)
Sheet No. Description
13 ADDED Quantity Box for Class 1 Riprap, and of Flowable Backfill for Pipe
Abandonment.
ADDED construction note.
14 REVISED limit of grading between Sta. 118+50 and Sta. 119+50, left. ADDED
notes for proposed driveway entrance and access road. ADDED note to remove
and replace existing endwall. ADDED Quantity Box for Remove Existing
Endwall.
REVISED quantity for Riprap Ditch.
16 DELETED note to remove existing headwall.
26 ADDED labels showing the slopes of the stormwater management pond.
ADDED diagrams for the Access Road, Observation Well, Cleanout, and As-
Built Certification.
28 REPLACED sheet.
29 REPLACED sheet.
30 ADDED note for Class 1 Riprap at the SWM facility. REVISED Limit of
Disturbance at Sta. 132+00 to the left.
31 ADDED labels to existing inlets 7, 8 and 9.
32 REPLACED sheet.
33 REPLACED sheet.
34 REVISED standard for inlet 13. DELETED depths of endwall 2 and 4.
35 REVISED ditch schedule.
40 REVISED Site Information. ADDED Signature to Design Certification.
41 REPLACED sheet.
42 REPLACED sheet.
43 REPLACED sheet.
44 REPLACED sheet.
45 REPLACED sheet.
CONTRACT PLANS (continued)
Sheet No. Description
46 REPLACED sheet.
47 REPLACED sheet.
48 REVISED Constructing Planting Bed label. REVISED quantities Roadside Plant
List Sheet 1.
ADDED 4� Furnished Topsoil quantity to Roadside Plant List Sheet 1.
49 REVISED location of Constructing Planting Bed.
REVISED quantities in
Roadside Plant List Sheet 2.
ADDED quantity of 4� Furnished Topsoil to
Roadside Plant List Sheet 2.
50 REVISED quantities in Roadside Plant List Sheet 3.
ADDED quantity of 4�
Furnished Topsoil to Roadside Plant List Sheet 3.
REVISED General Notes.
REVISED note for Turfgrass Establishment.
51 REVISED quantities in Roadside Plant List Sheet 4.
ADDED quantity of 4�
Furnished Topsoil to Roadside Plant List Sheet 4.
52 REMOVED items from plans. REVISED quantities in Roadside Plant List Sheet 5.
ADDED quantity of 4� Furnished Topsoil to Roadside Plant List Sheet 5.
53 REVISED quantities in Roadside Plant List Sheet 6.
ADDED quantity of 4�
Furnished Topsoil to Roadside Plant List Sheet 6.
64 REPLACED Sheet.
CONTRACTOR QUESTIONS
INCLUDED IN THIS RESPONSE ARE CONTRACTOR QUESTIONS RECEIVED AS OF
1/25/2016.
The following questions were received from plan purchasers. The responses are provided for
clarification to all bidders in bold after the questions:
Q19: Item 2001 � Class 1 Excavation: Item quantity on the IFB is 1,050 cubic yards. The
grading table in the plans on sheet 64 of 64 has a quantity of 10,372 cubic yards as
computed from the cross sections. Which quantity is correct? Our take-off quantity for
Class 1 Excavation from the cross sections is around 3,600 cubic yards.
A19: The correct quantity for Class 1 Excavation is 2,934 cubic yards. The plans,
estimate and Schedule of Prices have been updated accordingly.
CONTRACTOR QUESTIONS (continued)
Q20: Plan Sheet 17 of 64 � Items for Standard Type A Curb 8" x 16" and Adjust Existing Inlet
Tops are called out. There are no bid items in the bid item form for these particular
items. Are they incidental to the entire project? After visiting the project site, it appears
as if these items have already been completed.
A20: An item to Adjust Existing Inlet Top has been added to the estimate. Standard
Type A Curb 8" x 16" will remain in the contract plans and has been added to the estimate.
Q21: Item 8020 � Sewer Cleanouts: No locations or details are given in the plans for this item.
What size pipe or what type pipe is given. This information is needed to price this item.
A21: Item 8020 � Sewer Cleanouts is to be used in storm water management facilities 1
and 3. Please refer to the Contract Plans Stormwater Management Details Plan
Sheet No. 32 and 33.
Questions relating to this Addendum No. 5 may be directed in writing to:
Mr. Jason Ridgway
Director, Office of Highway Development
707 North Calvert Street
Baltimore, Maryland 21202
ATTN: Ms. Ayende Thomas
If time is of the essence, handwritten questions may be transmitted to FAX No. 410-209-5001.
All questions are to be addressed to Ms. Ayende Thomas, and the Contractor must identify the
source of the question and the contract number.
GREGORY I. SLATER, ACTING DEPUTY ADMINSTRATOR FOR PLANNING,
ENGINEERING, REAL ESTATE, AND ENVIRONMENT.
THIS ADDENDUM IS ISSUED TO CLARIFY, ADD TO, DELETE FROM, CORRECT
AND/OR CHANGE THE BID DOCUMENTS TO THE EXTENT INDICATED AND IS
HEREBY MADE PART OF THE SAID BID DOCUMENTS ON WHICH THE
CONTRACT WILL BE BASED. COMAR 21.05.02.08 REQUIRES THAT ALL
ADDENDA ISSUED BE ACKNOWLEDGED; THEREFORE, PRIOR TO SUBMITTING
YOUR BID, ATTACH THE ADDENDUM RECEIPT VERIFICATION FORM TO THE
FRONT OF THE PROPOSAL FORM PACKET. FAILURE TO DO SO MAY RESULT
IN THE BID BEING DECLARED NON-RESPONSIVE.