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Catchup Plan

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0% found this document useful (0 votes)
34 views3 pages

Catchup Plan

Uploaded by

eildee
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
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CATCH UP PLAN 1007

C D J H F P M
SPL3 800(1) 903(2) 900(1) 804(1)b 1018(1)

Name of Project: Construction of Emergency Operation and Training Center (Ground Floor & Second Floor Slab Only) START

Location: City Hall Compound, Brgy. Zone III, Koronadal City


Project Duration: 259 CALENDAR DAYS I
A
902(1)
Q S
SPL1

1047 1101

Critical Path

R N O END
B E G K L
SPL2 803(1)a 804(4) 1001(1)a 1003(1) 1008 1010(2)b
1027(1)

August 31 , 2022 - November 2, 2022 November 2, 2022 - January 4, 2023 January 4, 2023 - March 10, 2023 March 10, 2023 - May 17, 2023

No. of Days to
1st QUARTER 2ND QUARTER 3rd Quarter 4th Quarter
Activity No. Item No. DESCRIPTION Quantity Unit Unit Cost TOT. EST. COST % WT. for checking
Complete

3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 57 60 63 66 69 72 75 78 81 84 87 90 93 84 86 88 90 93 96 99 102 105 108 111 114 117 120 123 126 129 132 135 138 141 144 147 150 153 156 159 162 165 168 171 174 177 180 183 186 189 192 195 198 201 204 207 210 213 216 219 222 225 228 231 234 237 240 243 246 249 252 255 259

A SPL1 Billboard 1.00 unit 15,151.20 15,151.20 0.200


0.20 0.195493 2.00 100
B SPL2 Mobilization/Demobilization 10.00 days 13,888.60 138,886.00 0.895 0.895
1.79 1.792017 4.00
C SPL3 Construction Safety and Health Program 1.00 l.s. 31,565.00 31,565.00 0.205 0.205
0.41 0.407277 4.00
D 800(1) Clearing and Grubbing w/ Stripping 315.00 sq.m. 108.22 34,089.30 0.220 0.220
0.44 0.439847 4.00
E 803(1)a Structure Excavation ( Common Soil) 283.46 cu.m. 867.82 245,992.26 1.057 1.057 1.057
3.17 3.173987 6.00 75
F 804(1)b Embankment ( Common Borrow ) 62.42 cu.m. 573.66 35,807.86 0.153 0.153 0.153
0.46 0.462021 6.00
G 804((4) Gravel Bedding 16.93 cu.m. 2,698.39 45,683.74 0.295 0.295
0.59 0.589448 12.00
H 900(1) Structural Concrete 176.02 cu.m. 6,923.26 1,218,632.23 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048 1.048
15.72 15.723758 36.00
I 902(1) Reinforcing Steel (deformed) 18,150.03 kgs. 164.82 2,991,487.94 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379 1.379
38.60 38.598546 44.00
J 903(2) Formworks and Falseworks 736.69 sq.m. 1,073.59 790,903.02
10.20 10.204857 32.00
1.275 1.275
SUSPENDED 0.588 0.588 0.588 0.588 0.588 0.588 0.588 0.588 0.588 0.588 0.588 0.588 0.588
50
K 1001(1)a Plumbing Works 1.00 l.s. 292,910.57 292,910.57 0.630 0.630 0.630 0.630 0.630 0.630
3.78 3.779364 12.00
L 1003(1) Carpentry Works 250.00 sq.m. 771.41 192,852.50 0.830 0.830 0.830
2.49 2.488336 12.00
M 1007 Aluminum Glass Door (Sliding type/Swing type) 7.00 sq.m. 12,535.81 87,750.67
1.13 1.132229 8.00 0.565 0.565

N 1008 Aluminum Glass Door (Sliding type/Casement/Awning/Fixed) 73.84 sq.m. 3,007.64 222,084.14
2.87 2.865505 8.00 1.435 1.435

O 1010(2)b Wood Panel Door 24.57 sq.m. 2,953.32 72,563.07


0.94 0.936266 7.00 0.470 0.470 25
P 1018(1) Glazed Tiles 20.00 sq.m. 1,672.95 33,459.00
0.43 0.431715 8.00 0.215 0.215

Q 1047 Masonry Works (CHB Layering) 486.60 sq.m. 681.88 331,802.81 0.535 0.535 0.535 0.535 0.535 0.535 0.535 0.535
4.28 4.281183 20.00
R 1027(1) Masonry Works (Plastering) 125.15 sq.m. 168.08 21,034.77 0.090 0.090 0.090
0.27 0.271407 12.00
S 1101 Electrical Works 1.00 lot 947,604.53 947,604.53 2.446 2.446 2.446 2.446 2.446
12.23 12.226744 22.00 0

TOTAL APPROVED BUDGET COST 7,750,260.61 100.00 100.00 259

CUMUTATIVE (%) 9.15% 12.73% 46.00% 32.12%


PHYSICAL ACCOMPLISHMENTS
CUMULATIVE (%) 9.15% 21.88% 67.88% 100.00%
CUMUTATIVE (P) 709,148.85 986,542.88 3,565,319.17 2,489,249.71
FINANCIAL ACCOMPLISHMENTS
CUMULATIVE (P) 709,148.85 1,695,691.73 5,261,010.90 7,750,260.61

PREPARED BY: CHECKED BY: REVIEWED BY: APPROVED BY:

ENGR. JUSTINE JOSEPH Y. SIMBULAN HECTOR P. CABRIANA, MPA ZALDY A. GAYOSA, REA, REB RUEL C. TIANCHON, MPA, REA, REB
PROPRIETOR ENGINEER IV ENGINEER IV CITY ENGINEER
MANPOWER SCHEDULE

CONTRACT NAME: Construction of Emergency Operation and Training Center (Ground Floor & Second Floor Slab Only)
LOCATION: City Hall Compound, Brgy. Zone III, Koronadal City

NO. OF DAYS
1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER
MANPOWER NO. 10 20 30 40 50 60 NO. 70 80 90 100 110 120 NO. 130 140 150 160 170 180 NO. 190 200 210 220 230 240 250 259
Project Engineer 1 1 1 1
Foreman 1 1 1 1
Steelman 2 2 3 3
Mason 4 4 8 8
SUSPENDED 4
SUSPENDED 7 7
Carpenter 4
Laborers 8 8 10 10
Electrician 3 3 5 5
Plumber 3 3 3 3
TOTAL NO. OF MANPOWER 26 26 38 38

PREPARED BY: CHECKED BY: REVIEWED BY: APPROVED BY:

ENGR. JUSTINE JOSEPH Y. SIMBULAN HECTOR P. CABRIANA, MPA ZALDY A. GAYOSA, REA, REB RUEL C. TIANCHON, MPA, REA, REB
PROPRIETOR ENGINEER IV ENGINEER IV CITY ENGINEER
EQUIPMENT UTLIZATION SCHEDULE

CONTRACT NAME: Construction of Emergency Operation and Training Center (Ground Floor & Second Floor Slab Only)
LOCATION: City Hall Compound, Brgy. Zone III, Koronadal City

NO. OF DAYS
1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER
EQUIPMENT NO. 10 20 30 40 50 60 NO. 70 80 90 100 110 120 NO. 130 140 150 160 170 180 NO. 190 200 210 220 230 240 250 259
Backhoe 1
Dumptruck 2 2 2 2
One bagger mixer 1 2 2 2
Concrete Vibrator 1 1 2 2
SUSPENDED SUSPENDED
Bar Cutter (Electric Drive) 1 1 1 1
Bar Bender (Manual) 1 1 3 3
Welding Machine 1 1 1 1
Cutting Outfit 1 1 2 2
TOTAL NO. OF MANPOWER 9 9 13 13

PREPARED BY: CHECKED BY: REVIEWED BY: APPROVED BY:

ENGR. JUSTINE JOSEPH Y. SIMBULAN HECTOR P. CABRIANA, MPA ZALDY A. GAYOSA, REA, REB RUEL C. TIANCHON, MPA, REA, REB
PROPRIETOR ENGINEER IV ENGINEER IV CITY ENGINEER

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