Attachment 2 - Price Adjustment - DRAFT.pdf
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- Attached to
- IDIQ Paving
- Solicitation number
- W9124G-20-B-0001
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This document contains an IDIQ paving contract solicitation and price adjustment template. The solicitation is for a base year and four option years for paving services. The minimum guaranteed quantity is $100,000 for the base year only. Task orders will be issued for specified work in accordance with the unit price schedule and specifications provided. The NAICS code is 237310 and small businesses must be under $35.9 million in size. The response deadline is March 3, 2020 at 3:00 pm local time with opening at 3:15 pm. The template provides unit prices and adjustments for asphalt, emulsified asphalt, and fuel from the base year through future periods. Price adjustments will be made based on published indexes for asphalt, emulsified asphalt and fuel costs from the Alabama Department of Transportation specifications. The soliciting agency is the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Eustis.
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BITUMINOUS MATERIAL PRICE ADJUSTMENT CONSTRUCTION FUEL PRICE ADJUSTMENT HMA Only
BASE
CLINS DESCRIPTION UNIT UNIT $ PG ASPHALTCURRENT PRICE LBS AC GALS AC PRICE BASE FUEL CURRENT DIFF CHANGE PRICE FINAL INDEX INDEX DIFF. PER PER PER ADJUSTED INDEX HMAINDEX HMA FROM PER TONADJUSTMENT ADJUSTED
2018 2017 GAL TON TON PER 2108 2017 BASE UNIT
October November TON October October INDEX PRICE
$ PER GALLON 1.48$ 1.48$ 1.33$ 1.33$
0061 AIRFIELD PAVEMENT P-401 (3/4" Mix) (UFGS SECT 32 12 15.13) 4.66% VIRGIN AC/TON No Rap
AIRFIELD PAVEMENT (0-500
TONS) TON 2.00$ 1.48$ 1.48$ -$ 93.2 10.95 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$
AIRFIELD PAVEMENT (>500
TONS TON 1.00$ 1.48$ 1.48$ -$ 93.2 10.95 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0064 SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1" MIX), (AHS DOC 424) ESAL RANGE C/D 2.22% VIRGIN AC/TON 4.60% WITH 1.38% from RAP & 1.00% from RAS 0065 BINDER (0-100 TONS) TON 2.00$ 1.48$ 1.48$ -$ 44.4 5.22 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$ 0066 BINDER (>100 TONS) TON 1.00$ 1.48$ 1.48$ -$ 44.4 5.22 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0067 SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, PATCHING (1" MIX), (AHS DOC 424) ESAL RANGE C2.22% VIRGIN AC/TON 4.60% WITH 1.38% from RAP & 1.00% from RAS 0068 PATCHING (0 - 25 TONS) TON 2.00$ 1.48$ 1.48$ -$ 44.4 5.22 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$ 0069 PATCHING (> 25 TONS) TON 1.00$ 1.48$ 1.48$ -$ 44.4 5.22 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0070 SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, WIDENING (1" MIX), (AHS DOC 424) ESAL RANGE C2.22% VIRGIN AC/TON 4.60% WITH 1.38% from RAP & 1.00% from RAS 0071 WIDENING (0-100 TONS) TON 2.00$ 1.48$ 1.48$ -$ 44.4 5.22 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$ 0072 WIDENING (0-100 TONS) TON 1.00$ 1.48$ 1.48$ -$ 44.4 5.22 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0073 4.01% VIRGIN AC/TON 5.70% WITH 0.69% from RAP & 1.00% from RAS 0074 WEARING (0-200 TONS) TON 3.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 3.00$ 0075 WEARING (200-500 TONS) TON 2.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$ 0076 WEARING (>500 TONS) TON 1.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0077 3.72% Virgin AC/Ton 6.10% WITH 1.38% from RAP & 1.00-% from RAS
SURFACE (3/8") (0 - 200
TONS) TON 3.00$ 1.48$ 1.48$ -$ 74.40 8.74 -$ 1.33$ 1.33$ -$ -$ -$ 3.00$
SURFACE (3/8") (200 - 500
TONS) TON 2.00$ 1.48$ 1.48$ -$ 74.40 8.74 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$
SURFACE (3/8") (> 500
TONS) TON 1.00$ 1.48$ 1.48$ -$ 74.40 8.74 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0081 SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - PATCHING(1/2" MIX) (AHS DOC 424) ESAL RANGE C/D 4.01% VIRGIN AC/TON 5.70% WITH 0.69% from RAP & 1.00% from RAS
PATCHING(1/2") (0 - 25
TONS) TON 3.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 3.00$
0083 PATCHING(1/2") (> 25 TONS) TON 2.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$
SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (1/2" MIX) (AHS DOC 424) ESAL RANGE C/D
SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (3/8" MIX) (AHS DOC 424) ESAL RANGE C/D
IDIQ PAVING CONTRACT PRICE ADJUSTMENT SPREADSHEET
BITUMINOUS MATERIAL AND CONSTRUCTION FUEL FOR HMA PRODUCTION PRICE ADJUSTMENT
Base Year First Quarter - October 1, 2018
0084 SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - LEVELING(3/8" MIX) (AHS DOC 424) ESAL RANGE C/D 3.72% Virgin AC/Ton 6.10% WITH 1.38% from RAP & 1.00-% from RAS
LEVELING(3/8") (0 - 250
TONS) TON 2.00$ 1.48$ 1.48$ -$ 74.40 8.74 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$
LEVELING(3/8") (> 250
TONS) TON 1.00$ 1.48$ 1.48$ -$ 74.40 8.74 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
0087 4.01% VIRGIN AC/TON 5.70% WITH 0.69% from RAP & 1.00% from RAS 0088 WIDENING(1/2") (0 - 100 TONTON 2.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 2.00$ 0089 WIDENING(1/2")(> 100 TONS TON 1.00$ 1.48$ 1.48$ -$ 80.20 9.42 -$ 1.33$ 1.33$ -$ -$ -$ 1.00$
BASE INDEX
CLINS DESCRIPTION UNIT UNIT EMULSIFIED CURRENTPRICE GALS
PRICE ASPHALT INDEX DIFF. PER PER
Oct-18 Oct-17 GAL UNIT
1.92$ 1.92$
BITUMINOUS TREATMENT
PRIME COAT A (AHS DOC
401) SY 1.00$ 1.92$ 1.92$ -$ 0.23 AHS DOC Subarticle 401.01(b) -$ 1.00$
BITUMINOUS SURFACE
TREATMENT J (AHS DOC
401) SY 1.00$ 1.92$ 1.92$ -$ 0.40 AHS DOC Subarticle 401.01(b) -$ 1.00$
BITUMINOUS SURFACE
TREATMENT K (AHS DOC
401) SY 1.00$ 1.92$ 1.92$ -$ 0.42 AHS DOC Subarticle 401.01(b) -$ 1.00$
BITUMINOUS SURFACE
TREATMENT L (AHS DOC
401) SY 1.00$ 1.92$ 1.92$ -$ 1.05 AHS DOC Subarticle 401.01(b) -$ 1.00$
SLURRY SEAL COAT TYPE
1 (AHS DOC 402) SY 1.00$ 1.92$ 1.92$ -$ 0.09 AHS DOC 402.02(e) -$ 1.00$
0054 TACK COAT (AHS DOC 405) GAL 1.00$ 1.92$ 1.92$ -$ 1.00 AHS DOC 405 -$ 1.00$
AHS DOC
HMA Hot Mix Asphalt
Alabama Department of Transportations Standard Specifications for Highway Construction 2008 Edition
SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - WIDENING(1/2" MIX) (AHS DOC 424) ESAL RANGE C/D
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