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Contractor's Price Proposal - [Detail Continues..
<br />Work Order Number:
<br />099276.00
<br />Work Order Ttle:
<br />Monarch Bay Golf Course - Parking Lot
<br />Section - 32
<br />45 32 01 16 71 0008
<br />SY Up To 3" Depth, Limited Cold Milling OfAsphatt
<br />438,183.35
<br />Quantity Unit Price
<br />Factor
<br />Total
<br />Installation 1 456 00 x 22.14 x
<br />11845 -
<br />38,183.35
<br />demolishlremove 3" thick asphalt pavement at, driving range 13100 SF
<br />= 9 = 1456 SY
<br />46 32 01 16 71 OD09
<br />SY T To 5" Depth, Limited Cold Milling Of Asphalt
<br />S40,911.40
<br />Quantity Unit Price
<br />Factor
<br />Total
<br />Installation 1,178.OD x 29.32 x
<br />1.1845 -
<br />40,911.40
<br />demolishlremove 4" thick asphalt pavement at parking lot 10600 SF - 9 =1178
<br />SY
<br />47 32 01 17 61 0014
<br />LF For Routing And Cleaning Of Crack, Add Per 112" Depth
<br />$93612
<br />Quantity Unit Price
<br />Factor
<br />Total
<br />Installation 1,8DO.0D x 0.44 x
<br />1.1845 =
<br />939.12
<br />Parking lot routing and cleaning for crack repair prior to cape seal
<br />46 32 12 13 13 DD06
<br />SY Tads Coat, 0.11 GallonlSY
<br />$9,609.40
<br />Quantity Unit Price
<br />Factor
<br />Total
<br />Installation 10,963.OD x 0.74 x
<br />1.1845 =
<br />9,509.40
<br />[STEP 1] Apply tack coat after prepping and sweeping the existing parking lot asphalt pavement approx.
<br />98,660 - 9 = 1 M63 SY
<br />49 32 12 16 13 OD02
<br />TON Bituminous Hot Mix Intermediate Course 3,954 LB1CYIncludes placement,
<br />$76,779.70
<br />rolling, finishing and sweeping. Used for applications notdescribed
<br />elsewhere in this section.
<br />Quantity Unit Price Factor Total
<br />Installation 511.0D x 126.85 x 1.1845 - 76,T79.70
<br />4" new asphalt to replaced existing at parking IotADA parking stalls at 2 locations and new valley gutters
<br />which include 9' conform paving on each side of valley gutters at parking lot approx. total of 1060C SF x 4112
<br />+ 27 = 131 CY x 2.025 tonslcy = 265 tons + 3" new asphalt to replaced existing at driving range 13,10D SF x
<br />3112 - 27 = 121 CY x 2025.= 246 tons, total of 511 tons
<br />50 32 12 16 13 OD02 0409
<br />MOD For Warm Mix Additive, Add
<br />$4,079.58
<br />Quantity Unit Price Factor Total
<br />Installation 511.0D x 6.74 x 1.1845 - 4.079.58
<br />51 32 12 16 13 OD23
<br />TON Hand Placed Hat Mixed Asphalt 3,954 LBICYFor small areas not reachable by
<br />$5,540.24
<br />machine. Includes placement, rolling, finishing and sweeping.
<br />Quantity Unit Price Factor Total
<br />Installation 16.00 x 292.33 x 1.1845 = 5,540.24
<br />for areas inaccessible to paving machine and adjacent to existing structure or utility and curb and gutter
<br />edges
<br />52 32 12 16 39 0002
<br />SY 4.1 OzISY, 101 LB Grab Tensile Nonwoven Polypropylene Geotextile Paving
<br />$2,043.50
<br />Fabric (Carthage Mills FX42AFO)
<br />Quantity Unit Price Factor Total
<br />Installation 1,816.0D x 0.95 x 1.1845 = 2,043.50
<br />instal I fabrics to grind area and all asphalt edges
<br />53 32 12 36 13 0040 SY 310,003 To 20,030 SY, Double Screenings - PMCRS-2h, Asphalt Emulsion $49,605.27
<br />Seal Coat {Chip Seal)
<br />Quantity Unit Price Factor Total
<br />Installation 10,963.OD x 3.82 x 1.1845 = 49,605.27
<br />[STEP 2] Apply 1 layer of 114")910 chip seal after applying tack coat to existing parking lot asphalt pavement
<br />approx. 98,660 = 9 = 10%3 SY
<br />54 32 12 36 13 0040 0552 MOD For Each 0.5%Of Latex Addition, Add $5,1373.41
<br />Quantity Unit Price Factor Total
<br />Installation 10,963.00 x 0.46 x 1.1845 - 5,973A7
<br />Contractors Price Proposal - Detail Page 6 of 9
<br />4118f2022
<br />Non -Professional Services Agreement between June 6, 2022
<br />City of San Leandro and Angeles Contractor, Inc. — Exhibit A Page 9 of 12
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