A001_Gardiner_Gateway.pdf
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- Attached to
- MT PARK 2013(1)B Gardiner Gateway, Phase 2 Federal contract opportunity
- Solicitation number
- DTFH70-15-R-00014
About this file
Amendment A0011
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A002_Gardiner_Gateway.pdf | ||
| Q A_for_posting_on_FBO.pdf | ||
| Q A_for_posting_on_FBO.pdf | ||
| Q A_for_posting_on_FBO.pdf | ||
| Park_2013_1B_XS_Combined_all.pdf | ||
| Plans_Gardiner_Gateway.pdf | ||
| Final-Gardiner_Hydraulics_Report-combined-1r.pdf | ||
| RFP_GardinerGateway.pdf | ||
| Plan_Request_form_GardinerGateway.pdf | ||
| Earthwork-data-listing-all.pdf | ||
| Geotechnical_Report_06-14.pdf | ||
| SWPPP_Gardiner_Gateway_Phase_II_MT_PARK_2013(1)B.pdf | ||
| PROJECT_DESCRIPTION_MT_PARK_20131(B).pdf | ||
| Preliminary-Letter_MT_Park_2013(1)B.pdf | ||
| Park_2013_1B_95_.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
N/A
PAGE
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)
A001 02/18/2016 N/A MT PARK 2013(1)B
Gardiner Gateway, Phase 2
6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A
Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.
X
DTFH70-15-R-00014
9B. DATED (SEE ITEM 11)
02/18/2016
10A. MODIFICATION OF CONTRACT/ORDER NO.
N/A
10B. DATED (SEE ITEM 13)
CODE: N/A FACILITY CODE: N/A N/A
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
N/A
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN
ITEM 10A.
N/A
B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
N/A
C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
N/A
D OTHER (Specify type of modification and authority) N/A
E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
MT PARK 2013(1)B, Gardiner Gateway, Phase 2
See page 2 for revisions.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
N/A
15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070
PREVIOUS EDITION NOT USABLE
30-105 STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
Amendment No. A001, dated 02-18-16 MT PARK 2013(1)B Solicitation No. DTFH70-15-R-00014 Gardiner Gateway, Phase 2
REVISIONS ARE AS FOLLOWS:
BID SCHEDULE
Page A-11. Revises Item Fence (Type 2B 5’ height) to Fence (Type 2B 4.5’ height) Page A-13. Revises Item Temporary Traffic Control Tubular Marker, Type 28-Inch to
Temporary Traffic Control Tubular Marker, Type 42-Inch Page A-19. Revises Item Fence (Type 2B 5’ height) to Fence (Type 2B 4.5’ height) Page A-22. Revises Item Temporary Traffic Control Tubular Marker, Type 28-Inch to
Temporary Traffic Control Tubular Marker, Type 42-Inch
CONTRACT CLAUSES
PLANS
Plan sheet B.3 Revises Item Fence (Type 2B 5’ height) to Fence (Type 2B 4.5’ height) Plan sheet B.5 Revises Item Temporary Traffic Control Tubular Marker, Type 28-Inch to Temporary Traffic Control Tubular Marker, Type 42-Inch Plan sheet B.8 Revises Item Fence (Type 2B 5’ height) to Fence (Type 2B 4.5’ height) Plan sheet B.12 Revises Item Temporary Traffic Control Tubular Marker, Type 28-Inch to Temporary Traffic Control Tubular Marker, Type 42-Inch Plan Sheet D.7 Revises the pay item name.
Plan Sheet D.9 Revises the pay item name.
Plan Sheet D.11 Revises the pay item name.
Plan Sheet D.13 Revises the pay item name.
Plan Sheet D.15 Revises the pay item name.
Plan Sheet D.17 Revises the pay item name.
Plan Sheet D.19 Revises the pay item name.
Plan Sheet D.21 Revises the pay item name.
Plan Sheet D.23 Revises the pay item name.
Plan Sheet E.25 Revises layout information for E25-001 and E25-002.
Plan Sheet G.6 Revises detail name from 5’ to 4.5’ and the dimension for the gate detail.
Plan Sheet J.45 Revises the layout information by deleting some extra points and updating information on others Plan Sheet J.58 Adds points ZQ025 and ZQ026 Plan Sheet K.1 Revises Item Temporary Traffic Control Tubular Marker, Type 28-Inch to
Temporary Traffic Control Tubular Marker, Type 42-Inch
ENCLOSURES
Pages:
A-7 through A-22
Plan Sheets:
B.3, B.5, B.8, B.12, D.7, D.9, D.11, D.13, D.15, D.17, D.19, D.21, D.23, E.25, G.6, J.45, J.58, K.1
Notice to Bidders: Please submit revised pages A-7 through A-22 with your bid.
A - 7
Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.
Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.
When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.
When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.
Total all of the amounts bid for each pay item and show the total bid amount.
Bid Schedule
Project No: MT PARK 2013(1)B
Project Name: GARDINER GATEWAY, PHASE 2
A-8
B I D S C H E D U L E Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
15101-0000 Line A0020 ALL LPSM
15201-0000 Line A0040 ALL LPSM
15301-0010 Line A0060 ALL LPSM
15401-0000 Line A0080 ALL LPSM
15501-0000 Line A0100 ALL LPSM
15705-0100 Line A0120 36 LNFT $ $
15705-1500 Line A0140 535 LNFT $ $
15706-0300 Line A0160 12 EACH $ $
15706-1000 Line A0180 36 EACH $ $
20220-1000 Line A0200 1 EACH $ $
20301-0100 Line A0220 6 EACH $ $
20301-0200 Line A0240 22 EACH $ $
20301-1100 Line A0260 2 EACH $ $
20301-1100 Line A0280 1 EACH $ $
20301-1400 Line A0300 3 EACH $ $
20301-2400 Line A0320 11 EACH $ $
20301-2700 Line A0340 1 EACH $ $
20301-3400 Line A0360 4 EACH $ $
20302-0300 Line A0380 82 LNFT $ $
20302-0700
Schedule Total: ________________________
Submitted by: _________________________
REMOVAL OF SIGN
REMOVAL OF STRUCTURE(Wood walkway at Parcel 048)
REMOVAL OF WHEELSTOP
MOBILIZATION
CONSTRUCTION SURVEY AND STAKING
CONTRACTOR QUALITY CONTROL AND ASSURANCE
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
SOIL EROSION CONTROL, SILT FENCE
REMOVAL OF CURB AND GUTTER, CONCRETE
REMOVAL OF FENCE(Old Iron Park Fence)
REMOVAL OF GATE(Chain link)
REMOVAL OF GATE(Old Iron Park Fence)
REMOVAL OF INLET
SOIL EROSION CONTROL, SEDIMENT WATTLE
SOIL EROSION CONTROL, SANDBAG
SOIL EROSION CONTROL, INLET PROTECTION
REMOVAL, INDIVIDUAL TREE
REMOVAL OF BOLLARD
REMOVAL OF BOULDER
A-9
Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line A0400 546 LNFT $ $ 20302-0700
Line A0420 7 LNFT $ $ 20302-0700
Line A0440 91 LNFT $ $ 20302-0900
Line A0460 281 LNFT $ $ 20302-2100
Line A0480 61 LNFT $ $ 20303-0300
Line A0500 166 SQYD $ $ 20303-3100
Line A0520 13 SQYD $ $ 20303-3200
Line A0540 984 SQYD $ $ 20303-3600
Line A0560 10 SQYD $ $ 20303-3600
Line A0580 9 SQYD $ $ 20303-3600
Line A0600 20 SQYD $ $ 20303-3600
Line A0620 2 SQYD $ $ 20401-0000
Line A0640 8,000 CUYD $ $ 25101-1000
Line A0660 64 CUYD $ $ 25101-3000
Line A0680 51 CUYD $ $ 25120-3000
Line A0700 268 LNFT $ $ 25210-0000
Line A0720 25 SQYD $ $ 25410-0000
Line A0740 200 SQFT $ $ 30802-2000
Line A0760 3,200 TON $ $ 31006-0000
Line A0780 2,400 TON $ $
TREATED TIMBER CRIB RETAINING WALL
ROADWAY AGGREGATE, METHOD 2
RECYCLED AGGREGATE BASE
PLACED RIPRAP, CLASS 3
RIPRAP DITCH, CLASS 3
ROCKERY
REMOVAL OF WALL(railroad tie)
REMOVAL OF WALL(rockery)
REMOVAL OF WALL(concrete)
REMOVAL OF FENCE(log rail)
REMOVAL OF FENCE, CHAIN LINK(with barbed wire)
REMOVAL OF PIPE CULVERT
REMOVAL OF WALL(masonry)
ROADWAY EXCAVATION
PLACED RIPRAP, CLASS 1(basalt)
REMOVAL OF FENCE(wood)
REMOVAL OF CONCRETE
REMOVAL OF SIDEWALK, BRICK
REMOVAL OF SIDEWALK, CONCRETE
A-10
Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
40301-0000 Line A0800 4,200 TON $ $
41001-3000 Line A0820 2,431 SQYD $ $
41201-1000 Line A0840 17 TON $ $
60101-0000 Line A0860 4 CUYD $ $
60201-0400 Line A0880 900 LNFT $ $
60201-0600 Line A0900 950 LNFT $ $
60401-1000 Line A0920 4 EACH $ $
60401-3000 Line A0940 8 EACH $ $
60403-0000 Line A0960 22 EACH $ $
60403-0300 Line A0980 9 EACH $ $
60405-0000 Line A1000 17 EACH $ $
60406-0000 Line A1020 1 EACH $ $
60417-0000 Line A1040 2 EACH $ $
60526-0000 Line A1060 30 LNFT $ $
60901-1000 Line A1080 289 LNFT $ $
60902-1000 Line A1100 1,964 LNFT $ $
60902-1000 Line A1120 350 LNFT $ $
60902-1000 Line A1140 31 LNFT $ $
60902-1000 Line A1160 32 LNFT $ $
60902-1000
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(sloped)
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(Type 1B Transition)
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(Sloped to Normal Transition)
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(Type 1B)
INLET, TYPE 2
MANHOLE ADJUSTMENT
INLET ADJUSTMENT
CLEANOUT(Adjust sewer cleanout)
DRAINAGE CHASE
CURB, CONCRETE, 12-INCH DEPTH
CONCRETE(stairs)
12-INCH PIPE CULVERT
18-INCH PIPE CULVERT
MANHOLE, TYPE 1(48-inch)
MANHOLE, TYPE 3(48-inch)
INLET
HOT ASPHALT CONCRETE PAVEMENT
SLURRY SEAL, TYPE 3
TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
A-11
Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line A1180 1,161 LNFT $ $ 60905-1000
Line A1200 138 LNFT $ $ 60920-0000
Line A1220 14 EACH $ $ 61108-1000
Line A1240 14 EACH $ $ 61109-4000
Line A1260 2 EACH $ $ 61501-0100
Line A1280 288 SQYD $ $ 61501-0100
Line A1300 1,687 SQYD $ $ 61501-0100
Line A1320 198 SQYD $ $ 61501-0100
Line A1340 359 SQYD $ $ 61501-0100
Line A1360 124 SQYD $ $ 61501-0100
Line A1380 13 SQYD $ $ 61501-1000
Line A1400 2 SQYD $ $ 61501-1100
Line A1420 172 SQYD $ $ 61501-1100
Line A1440 22 SQYD $ $ 61504-1000
Line A1460 524 SQYD $ $ 61901-0000
Line A1480 677 LNFT $ $ 61901-0000
Line A1500 10 LNFT $ $ 61901-1300
Line A1520 2,800 LNFT $ $ 61902-0000
Line A1540 2 EACH $ $ 61902-0900
Line A1560 1 EACH $ $
ACCESSIBILITY RAMP, CONCRETE(includes truncated domes)
FENCE(Type 2B, 4.5' height)
FENCE(log rail)
FENCE, CHAIN LINK(Temporary)
GATE(Iron Park Fence)
GATE, METAL(16-foot width)
SIDEWALK, CONCRETE(driveway approach with concrete tie)
SIDEWALK, CONCRETE(alley approach with asphalt tie)
SIDEWALK, CONCRETE(12-inch thick)
SIDEWALK, BRICK(remove and reset)
SIDEWALK, ASPHALT(driveway approach with asphalt tie)
SIDEWALK, ASPHALT(ramp to grade)
RESET WHEELSTOP
ADJUST WATER VALVE
RELOCATE FIRE HYDRANT
SIDEWALK, CONCRETE(driveway approach with asphalt tie)
SIDEWALK, CONCRETE(4-inch thick)
SIDEWALK, CONCRETE(6-inch thick)
GUTTER, CONCRETE(valley)
A001
A-12
Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
61904-0000 Line A1580 2 EACH $ $
61920-2000 Line A1600 1 EACH $ $
61921-1000 Line A1620 189 LNFT $ $
61921-1000 Line A1640 54 LNFT $ $
61921-1000 Line A1660 90 LNFT $ $
62002-0000 Line A1680 6 SQYD $ $
62010-0000 Line A1700 12 LNFT $ $
62011-5000 Line A1720 5 EACH $ $
62201-0250 Line A1740 70 HOUR $ $
62201-1000 Line A1760 40 HOUR $ $
62201-2360 Line A1780 100 HOUR $ $
62201-3000 Line A1800 50 HOUR $ $
62201-3000 Line A1820 70 HOUR $ $
62201-3400 Line A1840 50 HOUR $ $
62301-0000 Line A1860 250 HOUR $ $
62302-0000 Line A1880 40 HOUR $ $
62407-0000 Line A1900 365 CUYD (CQ) $ $
62410-0000 Line A1920 227 SQYD (CQ) $ $
62511-1000 Line A1940 29 SQYD $ $
62516-1000
SEEDING, DRY METHOD
MULCHING, DRY METHOD(2-inch additional depth at trees)
HYDRAULIC EXCAVATOR(mini, 35 HP min, 5' min blade width)
HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT
GENERAL LABOR
SPECIAL LABOR(Superintendent)
PLACING CONSERVED TOPSOIL(subsoils)
PLACING MANUFACTURED TOPSOIL(6-inch depth)
STONE MASONRY(rock face wall)
STONE MASONRY PILLAR(24-inch height)
DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY
VACUUM SWEEPER
HYDRAULIC EXCAVATOR(138 HP minimum with 3740 lb minimum hammer attachement)
BOLLARD POST
REMOVE AND RESET GATE(wood)
REMOVE AND RESET FENCE(log rail)
REMOVE AND RESET FENCE(Chain link)
REMOVE AND RESET FENCE(wood)
STONE MASONRY(veneer)
A-13
Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line A1960 13 SQYD (CQ) $ $ 62516-1000
Line A1980 7,934 SQYD (CQ) $ $ 62630-0350
Line A2000 5 EACH $ $ 62630-0350
Line A2020 4 EACH $ $ 63301-1000
Line A2040 2 EACH $ $ 63302-0000
Line A2060 74 SQFT $ $ 63318-1000
Line A2080 48 EACH $ $ 63401-0300
Line A2100 8,348 LNFT $ $ 63401-0300
Line A2120 10,496 LNFT $ $ 63401-0300
Line A2140 3,112 LNFT $ $ 63401-0300
Line A2160 468 LNFT $ $ 63405-0850
Line A2180 8 EACH $ $ 63501-0000
Line A2200 ALL LPSM 63501-0000
Line A2220 ALL LPSM 63502-0600
Line A2240 4 EACH $ $ 63502-1250
Line A2260 100 EACH $ $ 63502-1300
Line A2280 50 EACH $ $ 63502-1500
Line A2300 8 EACH $ $ 63502-1700
Line A2320 50 EACH $ $ 63503-1000
Line A2340 4,880 LNFT $ $
TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C
TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE
PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL(White)
TEMPORARY TRAFFIC CONTROL(portable changeable message sign)
TEMPORARY TRAFFIC CONTROL(pedestrian)
TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH
TEMPORARY TRAFFIC CONTROL, DRUM
SIGN SYSTEM
SNOWPOLE HOLDER
PAVEMENT MARKINGS, TYPE B, SOLID(Yellow, center, double line)
PAVEMENT MARKINGS, TYPE B, SOLID(White, Parking Stalls & ADA Striping)
PAVEMENT MARKINGS, TYPE B, SOLID(White, crosswalks & stop lines)
PAVEMENT MARKINGS, TYPE B, SOLID(Red, No Parking)
MULCHING, DRY METHOD(1-inch depth)
PLANTINGS, TREES, BALLED AND BURLAPPED(Aspens, 10'-14' height, 1" caliper)
PLANTINGS, TREES, BALLED AND BURLAPPED(Aspens, 10'-14' height, 1.5" caliper)
SIGN SYSTEM, GOVERNMENT FURNISHED SIGN(Type 2)
A-14
Schedule A Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
63504-1000 Line A2360 879 SQFT $ $
63507-0700 Line A2380 299 DAY $ $
63509-1000 Line A2400 6,000 FIX HR RATE 45.00$ 270,000.00$
63601-2000 Line A2420 ALL LPSM
63601-3000 Line A2440 ALL LPSM
64604-1000 Line A2460 95 LNFT $ $
64620-0400 Line A2480 3 EACH $ $
SYSTEM INSTALLATION, LIGHTING
SYSTEM INSTALLATION, ELECTRICAL
FIXTURE, HANDRAIL(ADA Handrail)
REMOVE AND RESET MAILBOX
TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR
TEMPORARY TRAFFIC CONTROL, FLAGGER
A-15
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
15101-0000 Line B0020 ALL LPSM
15201-0000 Line B0040 ALL LPSM
15301-0010 Line B0060 ALL LPSM
15401-0000 Line B0080 ALL LPSM
15501-0000 Line B0100 ALL LPSM
15705-0100 Line B0120 36 LNFT $ $
15705-1500 Line B0140 535 LNFT $ $
15706-0300 Line B0160 12 EACH $ $
15706-1000 Line B0180 36 EACH $ $
20220-1000 Line B0200 1 EACH $ $
20301-0100 Line B0220 6 EACH $ $
20301-0200 Line B0240 22 EACH $ $
20301-1100 Line B0260 2 EACH $ $
20301-1100 Line B0280 1 EACH $ $
20301-1400 Line B0300 3 EACH $ $
20301-2400 Line B0320 11 EACH $ $
20301-2700 Line B0340 1 EACH $ $
20301-3400 Line B0360 4 EACH $ $
20302-0300
MOBILIZATION
CONSTRUCTION SURVEY AND STAKING
CONTRACTOR QUALITY CONTROL AND ASSURANCE
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
SOIL EROSION CONTROL, SILT FENCE
REMOVAL OF CURB AND GUTTER, CONCRETE
REMOVAL OF GATE(Chain link)
REMOVAL OF GATE(Old Iron Park Fence)
REMOVAL OF INLET
SOIL EROSION CONTROL, SEDIMENT WATTLE
SOIL EROSION CONTROL, SANDBAG
SOIL EROSION CONTROL, INLET PROTECTION
REMOVAL, INDIVIDUAL TREE
REMOVAL OF BOLLARD
REMOVAL OF BOULDER
REMOVAL OF SIGN
REMOVAL OF STRUCTURE(Wood walkway at Parcel 048)
REMOVAL OF WHEELSTOP
Schedule Total: ________________________
Submitted by: _________________________
A-16
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line B0380 82 LNFT $ $ 20302-0700
Line B0400 546 LNFT $ $ 20302-0700
Line B0420 7 LNFT $ $ 20302-0700
Line B0440 91 LNFT $ $ 20302-0900
Line B0460 281 LNFT $ $ 20302-2100
Line B0480 61 LNFT $ $ 20303-0300
Line B0500 166 SQYD $ $ 20303-3100
Line B0520 13 SQYD $ $ 20303-3200
Line B0540 984 SQYD $ $ 20303-3600
Line B0560 10 SQYD $ $ 20303-3600
Line B0580 9 SQYD $ $ 20303-3600
Line B0600 20 SQYD $ $ 20303-3600
Line B0620 2 SQYD $ $ 20401-0000
Line B0640 8,000 CUYD $ $ 25101-1000
Line B0660 73 CUYD $ $ 25101-3000
Line B0680 51 CUYD $ $ 25120-3000
Line B0700 268 LNFT $ $ 25125-0000
Line B0720 46 EACH $ $ 25125-0000
Line B0740 8 EACH $ $
REMOVAL OF WALL(masonry)
ROADWAY EXCAVATION
PLACED RIPRAP, CLASS 1(basalt)
REMOVAL OF FENCE(Old Iron Park Fence)
REMOVAL OF FENCE(wood)
REMOVAL OF CONCRETE
REMOVAL OF SIDEWALK, BRICK
REMOVAL OF SIDEWALK, CONCRETE
REMOVAL OF WALL(railroad tie)
REMOVAL OF WALL(rockery)
REMOVAL OF WALL(concrete)
REMOVAL OF FENCE(log rail)
REMOVAL OF FENCE, CHAIN LINK(with barbed wire)
REMOVAL OF PIPE CULVERT
BOULDER(Stone masonry boulder)
PLACED RIPRAP, CLASS 3
RIPRAP DITCH, CLASS 3
BOULDER(Placement)
A-17
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
25210-0000 Line B0760 25 SQYD $ $
25410-0000 Line B0780 200 SQFT $ $
30802-2000 Line B0800 3,200 TON $ $
31006-0000 Line B0820 2,400 TON $ $
40301-0000 Line B0840 4,200 TON $ $
41001-3000 Line B0860 2,431 SQYD $ $
41201-1000 Line B0880 17 TON $ $
60101-0000 Line B0900 4 CUYD $ $
60201-0400 Line B0920 900 LNFT $ $
60201-0600 Line B0940 950 LNFT $ $
60401-1000 Line B0960 4 EACH $ $
60401-3000 Line B0980 8 EACH $ $
60403-0000 Line B1000 22 EACH $ $
60403-0300 Line B1020 9 EACH $ $
60405-0000 Line B1040 17 EACH $ $
60406-0000 Line B1060 1 EACH $ $
60417-0000 Line B1080 2 EACH $ $
60526-0000 Line B1100 30 LNFT $ $
60901-1000
ROCKERY
TREATED TIMBER CRIB RETAINING WALL
ROADWAY AGGREGATE, METHOD 2
RECYCLED AGGREGATE BASE
HOT ASPHALT CONCRETE PAVEMENT
MANHOLE, TYPE 3(48-inch)
INLET
INLET, TYPE 2
MANHOLE ADJUSTMENT
INLET ADJUSTMENT
CLEANOUT(Adjust sewer cleanout)
SLURRY SEAL, TYPE 3
TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
CONCRETE(stairs)
12-INCH PIPE CULVERT
18-INCH PIPE CULVERT
MANHOLE, TYPE 1(48-inch)
DRAINAGE CHASE
CURB, CONCRETE, 12-INCH DEPTH
A-18
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line B1120 289 LNFT $ $ 60902-1000
Line B1140 1,964 LNFT $ $ 60902-1000
Line B1160 350 LNFT $ $ 60902-1000
Line B1180 31 LNFT $ $ 60902-1000
Line B1200 32 LNFT $ $ 60902-1000
Line B1220 1,161 LNFT $ $ 60905-1000
Line B1240 138 LNFT $ $ 60920-0000
Line B1260 14 EACH $ $ 61108-1000
Line B1280 14 EACH $ $ 61109-4000
Line B1300 2 EACH $ $ 61110-1000
Line B1320 ALL LPSM 61501-0100
Line B1340 288 SQYD $ $ 61501-0100
Line B1360 1,905 SQYD $ $ 61501-0100
Line B1380 198 SQYD $ $ 61501-0100
Line B1400 359 SQYD $ $ 61501-0100
Line B1420 124 SQYD $ $ 61501-0100
Line B1440 13 SQYD $ $ 61501-1000
Line B1460 2 SQYD $ $ 61501-1100
Line B1480 172 SQYD $ $
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(Type 1B)
GUTTER, CONCRETE(valley)
RESET WHEELSTOP
ADJUST WATER VALVE
RELOCATE FIRE HYDRANT
IRRIGATION SYSTEM
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(sloped)
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(Type 1B Transition)
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH(Sloped to Normal Transition)
SIDEWALK, BRICK(remove and reset)
SIDEWALK, ASPHALT(driveway approach with asphalt tie)
SIDEWALK, CONCRETE(driveway approach with asphalt tie)
SIDEWALK, CONCRETE(4-inch thick)
SIDEWALK, CONCRETE(6-inch thick)
SIDEWALK, CONCRETE(driveway approach with concrete tie)
SIDEWALK, CONCRETE(alley approach with asphalt tie)
SIDEWALK, CONCRETE(12-inch thick)
A-19
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
61501-1100 Line B1500 22 SQYD $ $
61504-1000 Line B1520 524 SQYD $ $
61901-0000 Line B1540 677 LNFT $ $
61901-0000 Line B1560 10 LNFT $ $
61901-1300 Line B1580 2,800 LNFT $ $
61902-0000 Line B1600 2 EACH $ $
61902-0900 Line B1620 1 EACH $ $
61904-0000 Line B1640 2 EACH $ $
61920-2000 Line B1660 1 EACH $ $
61921-1000 Line B1680 189 LNFT $ $
61921-1000 Line B1700 54 LNFT $ $
61921-1000 Line B1720 90 LNFT $ $
62002-0000 Line B1740 6 SQYD $ $
62010-0000 Line B1760 12 LNFT $ $
62010-0000 Line B1780 42 LNFT $ $
62010-0000 Line B1800 23 LNFT $ $
62011-5000 Line B1820 5 EACH $ $
62201-0250 Line B1840 70 HOUR $ $
62201-1000
SIDEWALK, ASPHALT(ramp to grade)
ACCESSIBILITY RAMP, CONCRETE(includes truncated domes)
FENCE(Type 2B, 4.5' height)
FENCE(log rail)
REMOVE AND RESET FENCE(Chain link)
REMOVE AND RESET FENCE(wood)
STONE MASONRY(veneer)
STONE MASONRY(rock face wall)
STONE MASONRY(30-inch seat wall)
STONE MASONRY(20-inch seat wall)
FENCE, CHAIN LINK(temporary)
GATE(Iron Park Fence)
GATE, METAL(16-foot width)
BOLLARD POST
REMOVE AND RESET GATE(wood)
REMOVE AND RESET FENCE(log rail)
STONE MASONRY PILLAR(24-inch height)
DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY
A-20
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line B1860 40 HOUR $ $ 62201-2360
Line B1880 100 HOUR $ $ 62201-3000
Line B1900 50 HOUR $ $ 62201-3000
Line B1920 70 HOUR $ $ 62201-3400
Line B1940 50 HOUR $ $ 62301-0000
Line B1960 250 HOUR $ $ 62302-0000
Line B1980 50 HOUR $ $ 62302-0000
Line B2000 40 HOUR $ $ 62407-0000
Line B2020 396 CUYD (CQ) $ $ 62410-0000
Line B2040 227 SQYD (CQ) $ $ 62511-1000
Line B2060 29 SQYD $ $ 62516-1000
Line B2080 74 SQYD (CQ) $ $ 62516-1000
Line B2100 8,491 SQYD (CQ) $ $ 62630-0300
Line B2120 17 EACH $ $ 62630-0300
Line B2140 8 EACH $ $ 62630-0300
Line B2160 8 EACH $ $ 62630-0300
Line B2180 2 EACH $ $ 62630-0300
Line B2200 17 EACH $ $ 62630-0300
Line B2220 8 EACH $ $
HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT
GENERAL LABOR
SPECIAL LABOR(Stone Mason)
SPECIAL LABOR(Superintendent)
PLACING CONSERVED TOPSOIL(subsoils)
PLACING MANUFACTURED TOPSOIL(6-inch depth)
VACUUM SWEEPER
HYDRAULIC EXCAVATOR(138 HP minimum with 3740 lb minimum hammer attachement)
HYDRAULIC EXCAVATOR(mini, 35 HP min, 5' min blade width)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Sage Brush, Artemisia tridentate, #5 pot)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Basin Wild Rye, Leymus cinereus)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Indian rice grass, Achnatherum hymenoide, 3.5" pot)
SEEDING, DRY METHOD
MULCHING, DRY METHOD(2-inch additional depth at trees)
MULCHING, DRY METHOD(1-inch depth)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Rabbit Brush, Chrysothamnus nauseosus)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Sage Brush, Artemisia tridentate, #1 pot)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Sage Brush, Artemisia tridentate, #2 pot)
A-21
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
62630-0300 Line B2240 8 EACH $ $
62630-0300 Line B2260 2 EACH $ $
62630-0300 Line B2280 14 EACH $ $
62630-0300 Line B2300 10 EACH $ $
62630-0300 Line B2320 5 EACH $ $
62630-0300 Line B2340 5 EACH $ $
62630-0300 Line B2360 1 EACH $ $
62630-0350 Line B2380 18 EACH $ $
62630-0350 Line B2400 17 EACH $ $
62630-0350 Line B2420 9 EACH $ $
62630-0350 Line B2440 9 EACH $ $
62650-1000 Line B2460 1 EACH $ $
63301-1000 Line B2480 2 EACH $ $
63302-0000 Line B2500 74 SQFT $ $
63318-1000 Line B2520 48 EACH $ $
63401-0300 Line B2540 8,348 LNFT $ $
63401-0300 Line B2560 10,496 LNFT $ $
63401-0300 Line B2580 3,112 LNFT $ $
63401-0300
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Indian rice grass, Achnatherum hymenoide, 4.5" pot)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Indian rice grass, Achnatherum hymenoide, 6.5" pot)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Yarrow, Achillea millefolium)
PLANTINGS, TREES, BALLED AND BURLAPPED(Rocky Mountain Juniper, native Juniperus scopulorum, 4-5' height)
PLANTINGS, TREES, BALLED AND BURLAPPED(Rocky Mountain Juniper, native Juniperus scopulorum, 6-7' height)
REMOVE AND REPLANT TREE AND SHRUB
SIGN SYSTEM, GOVERNMENT FURNISHED SIGN(Type 2)
SIGN SYSTEM
SNOWPOLE HOLDER
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Nodding Onion, Allium cernuum)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Sulphur Buckwheat, Eriogonum umbellatum, 3.5" pot)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Sulphur Buckwheat, Eriogonum umbellatum, 4.5" pot)
PLANTINGS, SEEDLINGS, CONTAINER GROWN(Sulphur Buckwheat, Eriogonum umbellatum, 6.5" pot)
PLANTINGS, TREES, BALLED AND BURLAPPED(Aspens, 10'-14' height, 1" caliper)
PLANTINGS, TREES, BALLED AND BURLAPPED(Aspens, 10'-14' height, 1.5" caliper)
PAVEMENT MARKINGS, TYPE B, SOLID(Yellow, center, double line)
PAVEMENT MARKINGS, TYPE B, SOLID(White, Parking Stalls & ADA Striping)
PAVEMENT MARKINGS, TYPE B, SOLID(White, crosswalks & stop lines)
PAVEMENT MARKINGS, TYPE B, SOLID(Red, No Parking)
A-22
Schedule B Account: ALL
Project No: MT PARK 2013(1)B
Name: Gardiner Gateway, Phase 2 CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: ________________________
Submitted by: _________________________
Line B2600 468 LNFT $ $ 63405-0850
Line B2620 8 EACH $ $ 63501-0000
Line B2640 ALL LPSM 63501-0000
Line B2660 ALL LPSM 63502-0600
Line B2680 4 EACH $ $ 63502-1250
Line B2700 100 EACH $ $ 63502-1300
Line B2720 50 EACH $ $ 63502-1500
Line B2740 8 EACH $ $ 63502-1700
Line B2760 50 EACH $ $ 63503-1000
Line B2780 4,880 LNFT $ $ 63504-1000
Line B2800 879 SQFT $ $ 63507-0700
Line B2820 299 DAY $ $ 63509-1000
Line B2840 6,000 FIX HR RATE 45.00$ 270,000.00$ 63601-2000
Line B2860 ALL LPSM 63601-3000
Line B2880 ALL LPSM 64604-1000
Line B2900 95 LNFT $ $ 64620-0400
Line B2920 3 EACH $ $
TEMPORARY TRAFFIC CONTROL(pedestrian)
TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH
TEMPORARY TRAFFIC CONTROL, DRUM
TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C
PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL(White)
TEMPORARY TRAFFIC CONTROL(portable changeable message sign)
FIXTURE, HANDRAIL(ADA Handrail)
REMOVE AND RESET MAILBOX
TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE
TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR
TEMPORARY TRAFFIC CONTROL, FLAGGER
SYSTEM INSTALLATION, LIGHTING
SYSTEM INSTALLATION, ELECTRICAL
Sheet and Description
Section C Section D Section E Section F Section H Section I Section K Section L Section M Section N Section O
Typical Section
Plan & Profile Site Plan Walls Drainage Erosion
Control
Temporar y Traffic Control
Permanen t Traffic Control
Electrical Utilities
Landscapin g Staging ALLOWANCE Bid
Schedule
A1220 60920-0000 RESET WHEELSTOP EACH 14 14
A1240 61108-1000 ADJUST WATER VALVE EACH 14 14
A1260 61109-4000 RELOCATE FIRE HYDRANT EACH 2 2
A1280 61501-0100 SIDEWALK, CONCRETE(driveway approach with asphalt tie) SQYD 288 288
A1300 61501-0100 SIDEWALK, CONCRETE(4-inch thick) SQYD 1,687 1,687
A1320 61501-0100 SIDEWALK, CONCRETE(6-inch thick) SQYD 198 198
A1340 61501-0100 SIDEWALK, CONCRETE(driveway approach with concrete tie) SQYD 359 359
A1360 61501-0100 SIDEWALK, CONCRETE(alley approach with asphalt tie) SQYD 124 124
A1380 61501-0100 SIDEWALK, CONCRETE(12-inch thick) SQYD 13 13
A1400 61501-1000 SIDEWALK, BRICK(remove and reset) SQYD 2 2
A1420 61501-1100 SIDEWALK, ASPHALT(driveway approach with asphalt tie) SQYD 172 172
A1440 61501-1100 SIDEWALK, ASPHALT(ramp to grade) SQYD 22 22
A1460 61504-1000 ACCESSIBILITY RAMP,
CONCRETE(includes truncated domes) SQYD 524 524
A001 A1480 61901-0000 FENCE(Type 2B, 4.5' height) LNFT 677 677
A1500 61901-0000 FENCE(log rail) LNFT 10 10
A1520 61901-1300 FENCE, CHAIN LINK(Temporary) LNFT 2,800 2,800
A1540 61902-0000 GATE(Iron Park Fence) EACH 2 2
A1560 61902-0900 GATE, METAL(16-foot width) EACH 1 1
A1580 61904-0000 BOLLARD POST EACH 2 2
A1600 61920-2000 REMOVE AND RESET GATE(wood) EACH 1 1
A1620 61921-1000 REMOVE AND RESET FENCE(log rail) LNFT 189 189
A1640 61921-1000 REMOVE AND RESET FENCE(Chain link) LNFT 54 54
A1660 61921-1000 REMOVE AND RESET FENCE(wood) LNFT 90 90
A1680 62002-0000 STONE MASONRY(veneer) SQYD 6 6
A1700 62010-0000 STONE MASONRY(rock face wall) LNFT 12 12
A1720 62011-5000 STONE MASONRY PILLAR(24-inch height) EACH 5 5
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-F eb -2
6:
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SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.3PARK 2013(1)BMT
SHEET
NUMBER
Section C Section D Section E Section F Section H Section I Section K Section L Section M Section N Section O
Typical Section
Plan & Profile Site Plan Walls Drainage Erosion
Control
Temporar y Traffic Control
Permanen t Traffic Control
Electrical Utilities
Landscapin g Staging ALLOWANCE Bid
Schedule
A2140 63401-0300 PAVEMENT MARKINGS, TYPE B,
SOLID(White, crosswalks & stop lines) LNFT 3,112 3,112
A2160 63401-0300 PAVEMENT MARKINGS, TYPE B,
SOLID(Red, No Parking) LNFT 468 468
A2180 63405-0850 PAVEMENT MARKINGS, TYPE B,
ACCESSIBILITY SYMBOL(White) EACH 8 8
A2200 63501-0000 TEMPORARY TRAFFIC
CONTROL(portable changeable message sign) LPSM ALL ALL
A2220 63501-0000 TEMPORARY TRAFFIC
CONTROL(pedestrian) LPSM ALL ALL
A2240 63502-0600 TEMPORARY TRAFFIC CONTROL,
BARRICADE TYPE 3 EACH 4 4
A001 A2260 63502-1250 TEMPORARY TRAFFIC CONTROL,
TUBULAR MARKER, TYPE 42-INCH EACH 100 100
A2280 63502-1300 TEMPORARY TRAFFIC CONTROL,
DRUM EACH 50 50
A2300 63502-1500 TEMPORARY TRAFFIC CONTROL,
WARNING LIGHT TYPE A EACH 8 8
A2320 63502-1700 TEMPORARY TRAFFIC CONTROL,
WARNING LIGHT TYPE C EACH 50 50
A2340 63503-1000 TEMPORARY TRAFFIC CONTROL,
PLASTIC FENCE LNFT 4,880 4,880
A2360 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 879 879
A2380 63507-0700 TEMPORARY TRAFFIC CONTROL,
TRAFFIC AND SAFETY SUPERVISOR DAY 299 299
A2400 63509-1000 TEMPORARY TRAFFIC CONTROL,
FLAGGER X HR RAT 6,000 6,000
A2420 63601-2000 SYSTEM INSTALLATION, LIGHTING LPSM ALL ALL
A2440 63601-3000 SYSTEM INSTALLATION,
ELECTRICAL LPSM ALL ALL
A2460 64604-1000 FIXTURE, HANDRAIL(ADA
Handrail) LNFT 95 95
A2480 64620-0400 REMOVE AND RESET MAILBOX EACH 3 3
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-F eb -2
3:
P M
I:
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5)
SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.5PARK 2013(1)BMT
Section C Section D Section E Section F Section H Section I Section K Section L Section M Section N Section O
Typical Section
Plan & Profile Site Plan Walls Drainage Erosion
Control
Temporar y Traffic Control
Permanen t Traffic Control
Electrical Utilities
Landscapin g Staging ALLOWANCE Bid
Schedule
B1220 60902-1000 CURB AND GUTTER, CONCRETE,
12-INCH DEPTH(Type 1B) LNFT 1,161 1,161
B1240 60905-1000 GUTTER, CONCRETE(valley) LNFT 138 138
B1260 60920-0000 RESET WHEELSTOP EACH 14 14
B1280 61108-1000 ADJUST WATER VALVE EACH 14 14
B1300 61109-4000 RELOCATE FIRE HYDRANT EACH 2 2
B1320 61110-1000 IRRIGATION SYSTEM LPSM ALL ALL
B1340 61501-0100 SIDEWALK, CONCRETE(driveway approach with asphalt tie) SQYD 288 288
B1360 61501-0100 SIDEWALK, CONCRETE(4-inch thick) SQYD 1,687 218 1,905
B1380 61501-0100 SIDEWALK, CONCRETE(6-inch thick) SQYD 198 198
B1400 61501-0100 SIDEWALK, CONCRETE(driveway approach with concrete tie) SQYD 359 359
B1420 61501-0100 SIDEWALK, CONCRETE(alley approach with asphalt tie) SQYD 124 124
B1440 61501-0100 SIDEWALK, CONCRETE(12-inch thick) SQYD 13 13
B1460 61501-1000 SIDEWALK, BRICK(remove and reset) SQYD 2 2
B1480 61501-1100 SIDEWALK, ASPHALT(driveway approach with asphalt tie) SQYD 172 172
B1500 61501-1100 SIDEWALK, ASPHALT(ramp to grade) SQYD 22 22
B1520 61504-1000 ACCESSIBILITY RAMP,
CONCRETE(includes truncated domes) SQYD 524 524
A001 B1540 61901-0000 FENCE(Type 2B, 4.5' height) LNFT 677 677
B1560 61901-0000 FENCE(log rail) LNFT 10 10
B1580 61901-1300 FENCE, CHAIN LINK(temporary) LNFT 2,800 2,800
B1600 61902-0000 GATE(Iron Park Fence) EACH 2 2
B1620 61902-0900 GATE, METAL(16-foot width) EACH 1 1
B1640 61904-0000 BOLLARD POST EACH 2 2
B1660 61920-2000 REMOVE AND RESET GATE(wood) EACH 1 1
B1680 61921-1000 REMOVE AND RESET FENCE(log rail) LNFT 189 189
B1700 61921-1000 REMOVE AND RESET FENCE(Chain link) LNFT 54 54
B1720 61921-1000 REMOVE AND RESET FENCE(wood) LNFT 90 90
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-F eb -2
6:
A M
I:
\C on tr ac t\
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SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.8PARK 2013(1)BMT
Section C Section D Section E Section F Section H Section I Section K Section L Section M Section N Section O
Typical Section
Plan & Profile Site Plan Walls Drainage Erosion
Control
Temporar y Traffic Control
Permanen t Traffic Control
Electrical Utilities
Landscapin g Staging ALLOWANCE Bid
Schedule
A001 B2700 63502-1250 TEMPORARY TRAFFIC CONTROL,
TUBULAR MARKER, TYPE 42-INCH EACH 100 100
B2720 63502-1300 TEMPORARY TRAFFIC CONTROL,
DRUM EACH 50 50
B2740 63502-1500 TEMPORARY TRAFFIC CONTROL,
WARNING LIGHT TYPE A EACH 8 8
B2760 63502-1700 TEMPORARY TRAFFIC CONTROL,
WARNING LIGHT TYPE C EACH 50 50
B2780 63503-1000 TEMPORARY TRAFFIC CONTROL,
PLASTIC FENCE LNFT 4,880 4,880
B2800 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 879 879
B2820 63507-0700 TEMPORARY TRAFFIC CONTROL,
TRAFFIC AND SAFETY SUPERVISOR DAY 299 299
B2840 63509-1000 TEMPORARY TRAFFIC CONTROL,
FLAGGER X HR RAT 6,000 6,000
B2860 63601-2000 SYSTEM INSTALLATION, LIGHTING LPSM ALL ALL
B2880 63601-3000 SYSTEM INSTALLATION,
ELECTRICAL LPSM ALL ALL
B2900 64604-1000 FIXTURE, HANDRAIL(ADA
Handrail) LNFT 95 95
B2920 64620-0400 REMOVE AND RESET MAILBOX EACH 3 3
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-F eb -2
3:
P M
I:
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7)
SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.12PARK 2013(1)BMT
D.7
STATE PROJECT
MT PARK 2013(1)B
P
M
F e b r u a r y
U
S S u r ft
D c m y fi le s p w p r o d u c ti o n d m t-b d g .1 .d g n
S J a c k s o
B
K u n ih is a
C h e c k e d b y e s ig n e d b
(Sheet 7 of 7)
QUANTITIES
TABULATION OF PLAN
Revised by Amendment A0011
W S
O
W
SO
W
SO
W
SO
W S
O
W S
O
NB
T
W
SO
W S
O
W S
O
W S
O
W
SO
W
SO
P I 1
.8
P I 1
.8
D.9
STATE PROJECT
NUMBER
SHEET
F e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d g .d g
J a c k s
K u n ih
C h e c k e d b s ig n e d b
DETAIL
MAIN ST & S 4TH ST
N
M A
T C
H E
X I S
T I N
G
NOTE:
M A
T C
H L I N
E information.
See Sheet H.3 and H.11 for existing and proposed drainage construction limits.
Refer to E Sheets for Right-Of-Way plans and temporary
28 28
LEGEND:
See Sheet G.4 for details
See Sheet G.2 for details
See Sheet G.3 for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.6 for details
See Sheet G.6 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch depth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick) Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal:
Construct:
See Sheet G.7 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
Adjust fire hydrant
41 42
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth (type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See Sheet G.12 for details
See Sheet G.4 for details
See Sheet G.4 for details See Sheet G.2 for details
See Sheet G.13 for details
Manhole adjustment
See Sheet G.13 for details
Adjust water valve
(Ramp to grade)
Sidewalk, asphalt
See J Sheets for details
(Includes truncated domes)
Accessibility ramp, concrete
See J Sheets for details
(Driveway approach with asphalt tie)
Sidewalk, asphalt
See J Sheets for details
(alley approach with asphalt tie)
Sidewalk, concrete
See Sheet G.1 for details 20 Sidewalk concrete (12-inch thick)
Fence (type 2b, 4.5' height)
BEGIN PROJECT
S 4th St Detail
EL=5303.73
E= 63645.07
N= 80435.42
2.
1.
14+87.74
MAIN ST
Line to be constructed
Existing Edge of Pavement
See S. 4th St. Detail
EL=5304.07
E= 63617.67
N= 80355.26
Existing edge of pavement
See Sheet G.5 for
Pavement Connection
Details
Slope stake limits
S 4TH ST
(4TH01)
CONSTRUCTION
END
Slope stake limits
Line to be constructed
MAIN ST
S
T H S
T
T H
Slope stake limits
Line to be constructed
See Sheet G.5 for
Pavement Connection Detail
40+80.00
S 4TH ST
P I
.7
PI 33+64.00
T
T
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SOW
SO
UP
W A R N I N G
B U R I E D
U T I L I T Y
P O
T
.0
P O
T
.7
W MAIN ST
SHEET 1 OF 2
D.11
STATE PROJECT
NUMBER
SHEET
F e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d i.
d g
J a c k s
K u n ih
C h e c k e d b s ig n e d b
NOTE:
information.
See Sheet H.3 and H.11 for existing and proposed drainage construction limits.
Refer to E Sheets for Right-Of-Way plans and temporary
LEGEND:
See Sheet G.4 for details
See Sheet G.2 for details
See Sheet G.3 for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.6 for details
See Sheet G.6 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch depth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick) Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal:
Construct:
See Sheet G.7 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
Adjust fire hydrant
41 42
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth (type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See Sheet G.12 for details
See Sheet G.4 for details
See Sheet G.4 for details See Sheet G.2 for details
See Sheet G.13 for details
Manhole adjustment
See Sheet G.13 for details
Adjust water valve
(Ramp to grade)
Sidewalk, asphalt
See J Sheets for details
(Includes truncated domes)
Accessibility ramp, concrete
See J Sheets for details
(Driveway approach with asphalt tie)
Sidewalk, asphalt
See J Sheets for details
(alley approach with asphalt tie)
Sidewalk, concrete
See Sheet G.1 for details 20 Sidewalk, concrete (12-inch thick)
Fence (type 2b, 4.5' height) S
R D S
T
.(MAIN_E-W01)
R D
MAIN ST (E-W)
M A
T C
H L I N
E
SEE SHEET D.19
SEE SHEET D.19
Remove light pole by others of Pavement
Existing Edge
Remove light by others.
Protect pole.
A
T C
H L I
2.
1.
G G
G
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W S
O
W
SO
W
SO
P I
.6
PI 33+64.00
W MAIN ST
SHEET 2 OF 2
D.13
STATE PROJECT
NUMBER
SHEET
F e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d j.
d g
J a c k s
K u n ih
C h e c k e d b s ig n e d b information.
See Sheet H.3 and H.11 for existing and proposed drainage construction limits.
Refer to E Sheets for Right-Of-Way plans and temporary
40 4030
No work to be done.
Constructed in Phase 1.
23+55 to 24+38
Pavement Connection Details
See Sheet G.5 for
LEGEND:
See Sheet G.4 for details
See Sheet G.2 for details
See Sheet G.3 for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.6 for details
See Sheet G.6 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch depth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick) Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal:
Construct:
See Sheet G.7 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
Adjust fire hydrant
41 42
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth (type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See Sheet G.12 for details
See Sheet G.4 for details
See Sheet G.4 for details See Sheet G.2 for details
See Sheet G.13 for details
Manhole adjustment
See Sheet G.13 for details
Adjust water valve
(Ramp to grade)
Sidewalk, asphalt
See J Sheets for details
(Includes truncated domes)
Accessibility ramp, concrete
See J Sheets for details
(Driveway approach with asphalt tie)
Sidewalk, asphalt
See J Sheets for details
(alley approach with asphalt tie)
Sidewalk, concrete
4 4
See Sheet G.1 for details 21 Sidewalk, concrete (12-inch thick)
Fence (type 2b, 4.5' height)
(MAIN_E-W01)
MAIN ST (E-W)
M A
T C
H L I N
E
H
W Y
S
N D S
T
Line to be constructed of Pavement
Remove light pole by others
T C
H L I
See Sheet F.2 for details and limits construct rockery.
Remove wall (rockery) and
See Sheet F.3 for details crib retaining wall construct treated timber
Remove wall (railroad ties) and
P O
T
.8
P O
T
.0
G
N B
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO W
SO
W
SOW
SO
W
SO
W
SO
W
SO
W
SO
W S
O
POT 12+82.56=
POT 27+68.15
(MAIN_E-W01)
S
T
E MAIN ST
S
S T S
T
E MAIN ST
D.15
STATE PROJECT
NUMBER
SHEET
F e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d k .d g
C h e c k e d b y S J a c k s o n
D e s ig n e d b y B
K u n ih is a
N
SEE SHEET D.17
NOTE:
See Sheet H.6 for existing and proposed drainage information.
construction limits.
Refer to E Sheets for Right-Of-Way plans and temporary
28 6
40 41
LEGEND:
See Sheet G.4 for details
See Sheet G.2 for details
See Sheet G.3 for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.6 for details
See Sheet G.6 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch depth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Construct:
See Sheet G.7 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
Adjust fire hydrant
41 42
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth (type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See Sheet G.12 for details
See Sheet G.4 for details
See Sheet G.4 for details See Sheet G.2 for details
See Sheet G.13 for details
Manhole adjustment
See Sheet G.13 for details
Adjust water valve
(ramp to grade)
Sidewalk, asphalt
See J Sheets for details
(Includes truncated domes)
Accessibility ramp, concrete
See J Sheets for details approach with asphalt tie)
Sidewalk, asphalt (Driveway
See J Sheets for details approach with asphalt tie)
Sidewalk, concrete (alley
See Sheet G.1 for details 20 Sidewalk, concrete (12-inch thick)
Fence (type 2b, 4.5' height)
M A
T C
H L I N
E
Remove pole by others
NorthWestern Energy
Coordinate light removal with
O
T
.5
P O
T
.0
POT 27+97.80
P O
T
.5
P O
T
.1
PO
T 13+
20.08
PC 100+
44.34
PT 100+61.67
101T T
U
PT
E M
W V
W V bp b p
G
NB
NB
P
P
W S
O
W S
O
W S
O
W S
O
W
SO
W
SO
W
SO
D
R= 90.00'
T= 48.46'
L= 88.90'
S 1ST ST
POT 27+97.80
D.17
STATE PROJECT
NUMBER
SHEET
F e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d l.
d g
J A
C K
S O
K U
N I H I
C h e c k e d b s ig n e d b information.
See Sheet H.3 and H.11 for existing and proposed drainage construction limits.
Refer to E Sheets for Right-Of-Way plans and temporary
LEGEND:
See Sheet G.4 for details
See Sheet G.2 for details
See Sheet G.3 for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.6 for details
See Sheet G.6 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch depth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick) Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Construct:
See Sheet G.7 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
Adjust fire hydrant
41 42
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth (type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See Sheet G.12 for details
See Sheet G.4 for details
See Sheet G.4 for details See Sheet G.2 for details
See Sheet G.13 for details
Adjust water valve
(ramp to grade)
Sidewalk, asphalt
See J Sheets for details
(Includes truncated domes)
Accessibility ramp, concrete
See J Sheets for details approach with asphalt tie)
Sidewalk, asphalt (Driveway
See J Sheets for details approach with asphalt tie)
Sidewalk, concrete (alley
See Sheet G.1 for details 20 Sidewalk, concrete (12-inch thick)
See Sheet G.13 for details
Manhole adjustment
Fence (type 2b, 4.5' height)
(1ST01)
S 1ST ST
Slope stake limits
Slope stake limits
SEE SHEET D.21
SEE SHEET D.21
SEE SHEET D.15
Protect poles
MATCH EXISTING
of Pavement
M A I N
T
PI 19+16.77
P I
.0
W V
W V
T
T
W S
O
W
SO
W
SO
W
SOW
SO
W
SO
W
SO
"D
IA
"D
IA
6" 6" 6" 6" 6" 6" 6"
" p v c
" p v c
" p v c
" p v c
C
C
C
C C
C
C
C
C
C
C
C
C
C
B
B
B
B
B
C
U P
W A
R N
I N
G B
U R
I E
D U
T I L
I T
Y
F
IB
E R O
P T
IC
M A
N H
O L E .8 ' D ia
T
T
(3RD02)
M
A I N
E
W
M A I N S
T
E
W
S 3RD ST
S 3RD ST
D.19
STATE PROJECT
NUMBER
SHEET
F e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d m .d g
J a c k s
K u n ih
C h e c k e d b s ig n e d b
SEE SHEET D.11
SEE SHEET D.11
NOTE:
information.
See Sheet H.3 and H.11 for existing and proposed drainage construction limits.
Refer to E Sheets for Right-Of-Way plans and temporary
LEGEND:
See Sheet G.4 for details
See Sheet G.2 for details
See Sheet G.3 for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.6 for details
See Sheet G.6 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch depth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick) Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal:
Construct:
See Sheet G.7 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
Adjust fire hydrant
41 42
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth (type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See Sheet G.12 for details
See Sheet G.4 for details
See Sheet G.4 for details See Sheet G.2 for details
See Sheet G.13 for details
Manhole adjustment
See Sheet G.13 for details
Adjust water valve
(Ramp to grade)
Sidewalk, asphalt
See J Sheets for details
(Includes truncated domes)
Accessibility ramp, concrete
See J Sheets for details
(Driveway approach with asphalt tie)
Sidewalk, asphalt
See J Sheets…
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