id-a3109721_Plans.pdf
PDF 6 MB Posted
- Attached to
- ID Cassia 972(1) West Milner Road Federal contract opportunity
- Solicitation number
- 69056720B00010
About this file
This document includes plans and specifications for a road construction project on West Milner Road. The project will construct a paved surface designed to meet vertical and horizontal standards that can accommodate recreational and commercial users. The roadway width will be increased from the existing 24 feet to 28 feet to accommodate two 12-foot wide lanes with 2-foot shoulders. The plans outline sections for the typical roadway cross section, approach roads, soil erosion and sediment control, drainage, temporary and permanent traffic control, and bid schedule. The bid schedule includes line items for mobilization, construction surveying and staking, contractor quality control, testing, clearing and grubbing, removal of existing structures, excavation, placement of separation geotextiles, roadway base and paving. The related federal contract opportunity is solicitation number 69056720B00010 from the Department of Transportation Federal Highway Administration to construct the West Milner Road project as described in the plans.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Sign-in sheet.pdf | ||
| BidSum.pdf | ||
| QA_02-09-2021_2.pdf | ||
| QA_02-09-2021.pdf | ||
| QA_02-08-2021.pdf | ||
| Amendment A001.pdf | ||
| QA_02-04-2021.pdf | ||
| QA_02-03-2021.pdf | ||
| QA_01-28-2021.pdf | ||
| QA_01-27-2021.pdf | ||
| QA_01-26-2021.pdf | ||
| QA_01-25-2021.pdf | ||
| QA_01-21-2021.pdf | ||
| West Milner_FinalGeotechnicalReport.pdf | ||
| IFB 69056720B000010.pdf | ||
| West Milner_Cross Sections.pdf |
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Text version
BRENT L COE Digitally signed by BRENT L COE Date: 2020.07.28 16:51:12 -07'00'
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J
TYPICAL
SECTION
PLAN AND
PROFILE
APPROACH
ROADS
SOIL
EROSION
AND
SEDIMENT
CONTROL
DRAINAGE
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 14 2 16
A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 1,000
A0160 20101-0000 CLEARING AND GRUBBING ACRE 8.9 0.2 9.1 Contract Quantity
A0180 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1
A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 5 5
A0220 20301-2400 REMOVAL OF SIGN EACH 9 1 10
A0240 20302-0700 REMOVAL OF FENCE LNFT 2,026 74 2,100
A0260 20401-0000 ROADWAY EXCAVATION CUYD 8,996 168 9,164 Contract Quantity
A0280 20402-0000 SUBEXCAVATION CUYD 4,062 138 4,200
A0300 20415-0000 SELECT TOPPING CUYD 16,433 158 659 17,250
A0320 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN) SQYD 11,320 180 11,500
A0340 20703-2000 GEOGRID, STABILIZATION SQYD 10,445 155 10,600
A0360 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 434 434 Contract Quantity
A0380 30101-2000 AGGREGATE BASE GRADING D TON 25,624 380 496 26,500
A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 98 12 110
A0460 40101-5500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE III
ROUGHNESS) TON 15,318 288 394 16,000
A0480 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 153 3 4 160
A0520 41201-0000 TACK COAT TON 31 1 1 33
A0540 60201-0800 24-INCH PIPE CULVERT LNFT 168 12 180
A0560 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 96 4 100
A0580 60202-1200 72-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 60 60
A0600 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1
A0620 61901-0900 FENCE, BARBED WIRE, 4 STRAND (TYPE 1-B METAL) LNFT 2,039 61 2,100
A0640 61903-1000 CATTLE GUARD, 30 FEET EACH 1 1
A0660 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20
A0680 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
18-INCH WIDTH HOUR 20
A0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20
A0720 62301-0000 GENERAL LABOR HOUR 20
A0740 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 5.9 0.2 0.4 6.5
A0760 62503-0000 TURF ESTABLISHMENT SLRY 24 1 1 26
A0780 63302-0000 SIGN SYSTEM SQFT 46.1 46.1
A0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 5,478 22 5,500
MileStone: Signoff Date Completed: In Progress Report Date: 07/23/20
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES
-J ul
-2
:4
A M
Remarks and/or Determination of Estimated
Quantity Pay Item Description Unit
Estimated Quantities
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STATE PROJECT
B.1CASSIA 972(1)ID
SHEET
NUMBER
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J
TYPICAL
SECTION
PLAN AND
PROFILE
APPROACH
ROADS
SOIL
EROSION
AND
SEDIMENT
CONTROL
DRAINAGE
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0820 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 85,888 112 86,000
A0840 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 42,548 52 42,600
A0860 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 100 100
A0880 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 50 50
A0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 162 162
A0920 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,400 2,400
A0940 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200
-J ul -2
:4
A M
MileStone: Signoff Date Completed: In Progress Report Date: 07/23/20
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SUMMARY OF QUANTITIES
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
STATE PROJECT
B.2CASSIA 972(1)ID
SHEET
NUMBER
GPK FILE DATED: N/A
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR
19601 313025.398 1658823.403 4159.310 42°31'32.38500" -113°55'54.17330" 4111.381 0.99975127 Set FHWA AC 60ft SE of int W Milner Rd and S700W.
19602 312695.705 1657990.680 4161.650 42°31'29.13460" -113°56'05.29791" 4113.714 0.999751125 Set FHWA AC 27ft N of CL W Milner Rd near fence corner.
19603 311197.385 1648216.450 4191.590 42°31'14.38703" -113°58'15.84019" 4143.58 0.999749414 Set FHWA AC 30ft N of CL W. Milner Rd, 4ft W of large rock, 7ft N of fence.
19604 310710.775 1639088.181 4176.830 42°31'09.59281" -114°00'17.74048" 4128.722 0.999750057 Set FHWA AC 46ft S of CL W. Milner Rd, on top bank, ~RP3.8mi.
19605 310576.295 1638055.660 4168.840 42°31'08.26352" -114°00'31.52848" 4120.713 0.999750444 Set FHWA AC 125ft NE of int W Milner Rd/S1100W rd int, 57ft N of CL, 2ft S of fence.
Q423 311136.878 1649151.709 4190.510 42°31'13.78597" -113°58'03.35087" 4142.505 0.999749483 Found Refusal Rod NGS Mark PID#NU1456.
R423 311429.819 1655470.782 4243.750 42°31'16.64730" -113°56'38.96243" 4195.786 0.999747109 Found Refusal Rod NGS Mark PID#NU1457.
SHORT 314888.937 1658866.002 4143.421 42°31'50.79364" -113°55'53.58428" 4095.529 0.99975203 Found Brass Cap USCGS Mark PID#NU1760.
Y75 310613.019 1636857.358 4148.020 42°31'08.62477" -114°00'47.53048" 4099.876 0.999751447 Found Brass Cap USCGS Mark PID#NV0087.
NOTE:
1.
PROJECT : WEST MILNER ROAD, 700W TO 1100W
DATE OF FIELD WORK : SEPTEMBER 2019
DATE OF FINAL ADJUSTMENT : SEPTEMBER 2019
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM : IDAHO CENTRAL ZONE (1102) STATE PLANE COORDINATES
EPOCH DATE : 2010:0000
VERTICAL DATUM : NAVD88 based on Geoid 12B
To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.
DESCRIPTION
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STATE PROJECT
D.10
SHEET
NUMBER
CASSIA 972(1)ID
SURVEY CONTROL
10.4 x 16 20301 -1900
60201 -0800
60202 -0200
60202 -1200
60704 -0000
Station
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REMARKS
See below for numbered footnotes
FEET CUYD EACH LNFT LNFT LNFT EACH Lt Rt 10+00 1 18 1 96 x/P 1,2 88+17 3 208 1 60 4 RT x/P,C 100+07 3 25 1 56 15 RT x/P 109+89 2 24 1 54 1 LT x/P 188+33 2 28 1 58 x/P 220+60 5 1 222+82 3
PROJECT TOTAL 303 5 168 96 60 1
Allowable Pipe Material
NOTE: FOOTNOTE: A Aluminum
1. Steel pipe culvert minimum wall thickness is the thickness required 1. Install culvert 95 feet left of centerline across 700W. AS Aluminized steel by the Std. 602-1 fill height table or as noted on the plans. 2. Double culvert installation. C Concrete
2. Aluminized steel pipe culvert minimum wall thickness is the 3. Do not disturb. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic
3. Aluminum pipe culvert minimum wall thickness is the (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
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B Th om ps on
5/
D es ig ne d by
C he ck ed b y:
STATE PROJECT
G.1
SHEET
NUMBER
CASSIA 972(1)ID
Note: The quantities shown hereon are approximate and are subject to field adjustments.
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