AC-805579_HWY-37_Computations_Quantities.pdf
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- Solicitation number
- 693C73-23-R-000001
About this file
This document includes a pre-solicitation notice and related federal contract opportunity for the Design-Build solicitation of the Landslide Repairs in Utuado project in Puerto Rico.
The pre-solicitation notice seeks proposals for repairs to 46 landslides, pavement washouts, and other damages along several highways in Utuado, Puerto Rico caused by Hurricanes Irma and Maria. The work includes design and construction of earth retaining structures, drainage structures, pavement rehabilitation and reconstruction, temporary traffic control, and other miscellaneous work. The project will be split into multiple work schedules with an estimated combined design and construction cost of $20-30 million.
The Eastern Federal Lands Highway Division of the Federal Highway Administration will conduct a two-phased Design-Build selection process on behalf of the Puerto Rico Highway and Transportation Authority. Phase One involves a Request for Qualifications due on June 30, 2022. Phase Two will involve a Request for Proposal sent to shortlisted firms. The solicitation number is 693C73-23-R-000001.
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SHEETS
DESCRIPTION
L= m
W= m
A= m
A= m
Total= Cda
0.089
DATE DATE
12/19/19
0.09
Cda
ER-HWY-37: PR-111 , KM 44.90 201-1 1
COMPUTED BY CHECKED BY
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER
NOTES (UNIT OF MEASUREMENT) 47
SHEET
ITEM DESCRIPTION
OF
1 Cⅆ𝑎
3,930m2
See Sheet GR-B/8 "Demolition Plan"
Total = Each
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 201-2 2
This pay item will be used for:
- Temporary concrete barrier removal
- Fence and walls removal
Total = 1 Lump Sum
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Lump Sum
ER-HWY-37: PR-111 , KM 44.90 202 3
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
* x 1.10% (10% Contingency)
Total= CuM
Sta i Length (LnM ) Area (SqM) Volume (CuM)
1+00 10 1 10
1+20 10 1 10
1+10 10 1 10
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 203-1 4
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
1+58 8 0.5 2
1+30 10 1 10
1+40 10
0+95 5 0 2.5
1+50 10 1 7.5
1 10
* x 1.10% (10% Contingency)
Total= CuM
1+58 8 0 0
1+40 10 0 0
1+50 10 0 0
1+20 10 0 0
1+30 10 0 0
1+00 10 1.5 7.5
1+10 10 0 0
Sta i Length (LnM ) Area (SqM) Volume (CuM)
0+95 5 1 6.25
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 203-2 5
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
A. Trench Excavation for PRASA
See Sheet UTW-B " PRASA Utilities Plan"
L = m
W= m
T = m
Vol. = CuM
B. For Drainage
See Sheet DR-B/2 " Drainage Profile "
L = m
W= m
T = m
Vol. = CuM
Total = X 10% contingency
Total = CuM
1.1
69.3
2.62
189.82
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 205 6
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See RW-B/ 2, Quantity summary Table
Total = CuM435
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 206 7
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See RW-B/ 2, Quantity summary Table
Total = CuM479
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 207 8
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet EC-B/1 " Erosion Control Plan "
Total= LnM54
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 LnM
ER-HWY-37: PR-111 , KM 44.90 210-1 9
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet EC-B/1 " Erosion Control Plan "
∑ x =
* - For replacements during construction
Total= Each
25%
16 1.25
1.15
1+43
1+47
Left
Left
Right
1.37
1.39
Sta i Offset Units Side
1+17 3.13 4 Left
1+33
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 210-2 10
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
L = m
W = m
T = m
Vol. = CuM
TOTAL: CuM2.0
0.6
0.15
1.98
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 301 11
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
L = m
W = m
T = m
Vol. = CuM
TOTAL: CuM
1.4
0.15
10.3
11.0
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 304 12
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
L = m
W = m
Vol. = CuM
TOTAL: CuM
1.4
68.6
69.0
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 SqM
ER-HWY-37: PR-111 , KM 44.90 305 13
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
TOTAL: CuM
0.05 11.31
W avg (mts) L (mts) Area,SqM Depth Vol. CuM
0.05 6.09
V total= 17.40
5.7 21.38
5.5 41.12 226.16
95 116.38 121.866
STA i STA j
18.00
116.38 157.5
Foundation Fill
12/19/19
DATE NOTES (UNIT OF MEASUREMENT)
CuM
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
DATE
ER-HWY-37: PR-111 , KM 44.90 403-1 14
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz
See RW-B/ 2, Quantity summary Table
Total = Pounds8,600
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Pounds
ER-HWY-37: PR-111 , KM 44.90 602 15
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet DR-B/2 "Drainage Profiles, Details & Tables "
Total= LnM
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 603-1 16
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 LnM
See sheet DR-B/2 "Drainage Profiles, Details & Tables "
Total= LnM12
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 LnM
ER-HWY-37: PR-111 , KM 44.90 603-2 17
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet DR-B/2 "Drainage Profiles, Details & Tables "
Total= Each1
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 603-3 18
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet DR-B/2 "Drainage Profiles, Details & Tables "
Total = Each1
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 604-1 19
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet DR-B/2 "Drainage Profiles, Details & Tables "
Total = Each3
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 604-2 20
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See RW-B/ 2, Quantity summary Table
Total = LnM50
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 LnM
ER-HWY-37: PR-111 , KM 44.90 605 21
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet CPM- Activity Imput
Total= Months3
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Months
ER-HWY-37: PR-111 , KM 44.90 611 22
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See sheet CPM- Activity Imput
Total = Month
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
12/19/19 Month
ER-HWY-37: PR-111 , KM 44.90 611 23
COMPUTED BY CHECKED BY ITEM DESCRIPTION
DATE DATE NOTES (UNIT OF MEASUREMENT)
On Sheet TS-B/1 "Traffic Signing and Pavement Marking Plan"
See Sign data Table
Total = Each
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 613-1 24
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
See sheet DR-B/2 "Drainage Profiles, Details & Tables "
Total = Unit x m3 = CuM200.7336
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 614 25
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
TOTAL: SqM
Area
9.88
119 131 12 1
131 143 12 1.25
36.9
STA i STA j Length (mts) width
106 119 13 0.76
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 SqM
ER-HWY-37: PR-111 , KM 44.90 617-1 26
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
L= m
W = m Avg
H = m
Vol = CuM
TOTAL: CuM
0.1
1.10
4.4
DATE DATE NOTES (UNIT OF MEASUREMENT)
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 617-2 27
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
5 ∑
TOTAL: CuM125
95 158 63 Right
125.0
STA i STA j Length (mts) Side
95 158 63 Left
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 LnM
ER-HWY-37: PR-111 , KM 44.90 618 28
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See Sheet Row-B/1
Total = Each
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 621 29
COMPUTED BY CHECKED BY ITEM DESCRIPTION
9.0
Area =
Thickness = m
Vol =
Total= CuM
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER
NOTES (UNIT OF MEASUREMENT) 47
SHEET
ITEM DESCRIPTION
OF
CuM
ER-HWY-37: PR-111 , KM 44.90 625 30
COMPUTED BY CHECKED BY
F. Muñoz Foundation Fill
0.1
5.9
DATE DATE
m
12/19/19
Area =
Total= (100/ SqM)
59 m
0.6
Design Quantity Computations
100/SqM
DATE DATE
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER
NOTES (UNIT OF MEASUREMENT) 47
SHEET
ITEM DESCRIPTION
OF
ER-HWY-37: PR-111 , KM 44.90
12/19/19
COMPUTED BY CHECKED BY
F. Muñoz Foundation Fill
See UTW-B/2 "PRASA Utilities Plan"
Quantity Summary Table
Total = Each1
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Lump Sum
ER-HWY-37: PR-111 , KM 44.90 636-1 32
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See UTW-B/2 "PRASA Utilities Plan"
Quantity Summary Table
Total = LnM63
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 LnM
ER-HWY-37: PR-111 , KM 44.90 636-1 33
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See MOT-B/ 1
Total = LnM
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 638-1 34
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
Construction Signs (for MOT)
Total = SqM
30.00 24.00 0.46 3 1.39
30.00 24.00 0.46 1 0.46
36.00 36.00 0.84 2 1.67
60.00 30.00 1.16 2 2.32
36.00 36.00 0.84 2 1.67
48.00 30.00 0.93 2 1.86
36.00 36.00 0.84 3 2.51
36.00 36.00 0.84 2 1.67
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
12/19/19 SqM
ER-HWY-37: PR-111 , KM 44.90 638-2 35
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
Area(m2) Cantidad Total (m2)
DATE DATE NOTES (UNIT OF MEASUREMENT)
5 50.00 20.00
Code# W H
1 36.00 36.00 0.84 1 0.84
0.65 1
Total= 19 15.05
0.65
See MOT-B/ 1
Total = Each
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 638-3 36
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
See MOT-B/ 1
Total = Each2
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 638-3 37
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See MOT-B/ 1
Total = Each2
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 638-3 38
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
Total = Each
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 661 39
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
See Sheet RW-B/2, Quantity Summary Table
Total = Pounds32,679
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Pounds
ER-HWY-37: PR-111 , KM 44.90 SP 615 40
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See Sheet RW-B/2, Quantity Summary Table
Total = Each2
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 SP 615 41
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
See Sheet RW-B/2, Quantity Summary Table
Total = CuM141
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 CuM
ER-HWY-37: PR-111 , KM 44.90 SP 934 42
COMPUTED BY CHECKED BY
ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
At Both ends of New concrete barrier
L= m
TOTAL: LnM
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 SS 606-1 43
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
Se sheet ID-B/1
TOTAL: LnM2
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 SS 606-2 44
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
Se sheet ID-B/1
TOTAL: LnM2
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Each
ER-HWY-37: PR-111 , KM 44.90 SS 606-3 45
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
Design Quantity Computations
Page No.
x =
TOTAL: Tons
6.46745
240.552 0.05 12.0276
Width (mts) L (mts) Area,SqM Depth Vol., CuM
6.05 21.38 129.349 0.05
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 SP962-1 46
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Foundation Fill
DATE DATE NOTES (UNIT OF MEASUREMENT) 47
12/19/19 Tons
STA i STA j
95 116.38
2.56
116.38 157.5 5.85 41.12
47.3V total = 18 x =
TOTAL: Tons
1.4
Width (mts) L (mts) Area,SqM Depth Vol. CuM
V total = 7 2.56 17.6
68.6 0.1 6.86
STA i STA j
100 149 49
Design Quantity Computations
Page No.
COMPUTATION SHEET (RULED)
PROJECT NAME AND NO. ITEM SPECIFICATION AND NUMBER SHEET
ER-HWY-37: PR-111 , KM 44.90 SP962-2 47
COMPUTED BY CHECKED BY ITEM DESCRIPTION
OF
F. Muñoz Warm Mix Asphalt Pavement- Marshalls- B(75)(34)
12/19/19 Tons
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