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This document provides a budget summary for a water system development project. It lists estimated costs for various project items including earthworks, structural concrete, reinforcing steel, formworks, and other requirements. The largest cost items are for reinforced concrete tanks and reinforcing steel. The total estimated cost for the receiving tank to flocculation tank pumping station is PHP 1,414,929.43. The total budget for the entire water system development project is estimated to be over PHP 20 million.
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0% found this document useful (0 votes)
2K views30 pages

Final DUPA-Format

This document provides a budget summary for a water system development project. It lists estimated costs for various project items including earthworks, structural concrete, reinforcing steel, formworks, and other requirements. The largest cost items are for reinforced concrete tanks and reinforcing steel. The total estimated cost for the receiving tank to flocculation tank pumping station is PHP 1,414,929.43. The total budget for the entire water system development project is estimated to be over PHP 20 million.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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APPROVED BUDGET FOR THE CONTRACT

DETAILED ESTIMATES FOR : WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION


LABANGAN, ZAMBOANGA DEL SUR
(SUMMARY COST)
ITEM NO. DESCRIPTION QUANTITY UNIT MATERIALS EQUIPMENT LABOR DIRECT COST UNIT COST OCM PROFIT VAT TOTAL COST
EARTHWORKS
800(1) CLEARING AND GRUBBING 2,032.39 SQ.M Php - Php 12,500.00 Php 19,086.15 Php 31,586.15 15.54 4,737.92 3,158.62 1,974.13 Php 41,456.83
801(1) REMOVAL OF STRUCTURES AND OBSTRUCTION 10.00 LN.M Php - Php 57,500.00 Php 2,894.32 Php 60,394.32 6,039.43 9,059.15 6,039.43 3,774.65 Php 79,267.55
803(1)a STRUCTURAL EXCAVATION 551.07 CU. M. Php - Php 89,424.00 Php 16,362.79 Php 105,786.79 191.97 15,868.02 10,578.68 6,611.67 Php 138,845.16
104 EMBANKMENT 350.50 CU. M. Php 306,687.50 Php 145,457.50 Php 33,993.24 Php 486,138.24 1,386.99 72,920.74 48,613.82 30,383.64 Php 638,056.44
804(4) GRAVEL BEDDING @ FOOTING 25.00 CU. M. Php 121,936.00 Php 2,378.71 Php 23,787.09 Php 148,101.80 5,924.07 22,215.27 14,810.18 9,256.36 Php 194,383.61
STRUCTURAL CONCRETE
900( 1 )a REINFORCED CONCRETE FOR RECEIVING TANK 512.35 CU. M. Php 2,422,446.00 Php 49,328.90 Php 92,163.41 Php 2,563,938.30 5,004.27 384,590.75 256,393.83 160,246.14 Php 3,365,169.02
900( 1 )b REINFORCED CONCRETE FOR COAGULATION TANK 212.30 CU. M. Php 1,004,874.00 Php 20,440.02 Php 38,187.78 Php 1,063,501.81 5,009.43 159,525.27 106,350.18 66,468.86 Php 1,395,846.12
900( 1 )c REINFORCED CONCRETE FOR SEDIMENTATION TANK 152.10 CU. M. Php 721,110.00 Php 14,644.40 Php 27,362.86 Php 763,117.25 5,017.21 114,467.59 76,311.73 47,694.83 Php 1,001,591.39
900( 1 )d REINFORCED CONCRETE FOR CHLORONATION TANK 40.32 CU. M. Php 192,374.00 Php 3,882.14 Php 7,254.29 Php 203,510.43 5,047.38 30,526.56 20,351.04 12,719.40 Php 267,107.43
900( 1 )e REINFORCED CONCRETE FOR STORAGE TANK 184.69 CU. M. Php 873,782.00 Php 17,782.38 Php 33,224.86 Php 924,789.24 5,007.16 138,718.39 92,478.92 57,799.33 Php 1,213,785.88
REINFORCING STEEL
902(1)a REINFORCING STEEL FOR RECEIVING TANK 79,376.43 KGS. Php 1,134,220.00 Php 566,797.32 Php 1,269,228.64 Php 2,970,245.96 37.42 21,166.55 14,111.03 150,276.18 Php 3,155,799.72
902(1)b REINFORCING STEEL FOR COAGULATION TANK 4,007.38 KGS. Php 213,535.00 Php 28,615.17 Php 64,075.13 Php 306,225.30 76.42 45,933.79 30,622.53 19,139.08 Php 401,920.70
902(1)c REINFORCING STEEL FOR SEDIMENTATION TANK 9,377.63 KGS. Php 479,470.00 Php 66,962.17 Php 149,947.82 Php 696,379.99 74.26 104,457.00 69,638.00 43,523.75 Php 913,998.74
902(1)d REINFORCING STEEL FOR CHLORINATION TANK 7,753.87 KGS. Php 410,990.00 Php 12,398.65 Php 123,986.46 Php 547,375.11 70.59 82,106.27 54,737.51 34,210.94 Php 718,429.83
902(1)e REINFORCING STEEL FOR STORAGE TANK 41,633.47 KGS. Php 2,233,565.00 Php 2,856.25 Php 665,721.26 Php 2,902,142.51 69.71 435,321.38 290,214.25 181,383.91 Php 3,809,062.05
FORMWORKS AND FALSEWORK
903(2)a FORMWORKS AND FALSEWORK FOR RECEIVING TANK 531.30 SQ. M. Php 446,055.50 Php 4,866.52 Php 48,665.16 Php 499,587.18 940.31 74,938.08 49,958.72 31,224.20 Php 655,708.17
903(2)b FORMWORKS AND FALSEWORK FOR COAGULATION TANK 256.30 SQ. M. Php 142,318.50 Php 2,347.49 Php 23,474.90 Php 168,140.89 656.03 25,221.13 16,814.09 10,508.81 Php 220,684.92
903(2)c FORMWORKS AND FALSEWORK FOR SEDIMENTATION TANK 737.60 SQ. M. Php 412,221.00 Php 6,756.38 Php 67,563.80 Php 486,541.18 659.63 72,981.18 48,654.12 30,408.82 Php 638,585.29
903(2)d FORMWORKS AND FALSEWORK FOR CHLORINATION TANK 276.00 SQ. M. Php 154,334.00 Php 2,527.93 Php 25,279.29 Php 182,141.22 659.93 27,321.18 18,214.12 11,383.83 Php 239,060.36
903(2)e FORMWORKS AND FALSEWORK FOR STORAGE TANK 2,293.37 SQ. M. Php 1,279,956.50 Php 21,006.33 Php 210,063.28 Php 1,511,026.11 658.87 226,653.92 151,102.61 94,439.13 Php 1,983,221.77
OTHER GENERAL REQUIREMENTS
B.4(6) RETAINING WALL SURVEY AND STAKING 1.00 LOT Php - - Php 50,000.00 Php 50,000.00 50,000.00 2,500.00 Php 52,500.00
B.5 BILLBOARDS - FABRICATION OF BILLBOARDS 1.00 LOT Php 6,620.00 - Php 1,279.20 Php 7,899.20 7,899.20 394.96 Php 8,294.16
B.7 CONSTRUCTION SAFETY AND HEALTH FACILITIES 360.00 HR Php 17,600.00 - Php 28,912.50 Php 46,512.50 129.20 2,325.63 Php 48,838.13
B.9 MOBILIZATION/DEMOBILIZATION 1.00 LOT Php - 79,292.81 Php - Php 79,292.81 79,292.81 3,964.64 Php 83,257.45
B.20 TEMPORARY FENCE 50.00 LN.M Php 104,859.30 - Php 1,279.20 Php 106,138.50 2,122.77 5,306.93 Php 111,445.43
B.24 GENERAL SCAFFOLDING AND SHORING 1.00 LOT Php 75,000.00 - Php - Php 75,000.00 75,000.00 3,750.00 Php 78,750.00
SPL-1 FACILITIES/PERMITS AND CLEARANCES 2.00 LOT Php 105,000.00 - Php - Php 105,000.00 52,500.00 5,250.00 Php 110,250.00
WATER TREATMENT FACILITY
RECIEVING TANK TO FLOCCULATION TANK (PUMPING STATION) 1.00 LOT Php 732,863.00 - Php 345,178.47 Php 1,078,041.47 1,078,041.47 161,706.22 107,804.15 67,377.59 Php 1,414,929.43
COAGULATION AND FLOCCULATION 1.00 LOT Php 379,301.00 - Php 151,720.40 Php 531,021.40 531,021.40 79,653.21 53,102.14 33,188.84 Php 696,965.59
COAGULATION AND FLOCCULATION TO CLARIFIER 1.00 LOT Php 320,673.00 - Php 144,302.85 Php 464,975.85 464,975.85 69,746.38 46,497.59 29,060.99 Php 610,280.80
CLARIFIER (ENERGY DISSIPATING INLET) 1.00 LOT Php 29,880.00 - Php 11,952.00 Php 41,832.00 41,832.00 6,274.80 4,183.20 2,614.50 Php 54,904.50
CLARIFIER (CAGE SUPPORT, SLUDGE DRUM AND SLUDGE DRAIN) 1.00 LOT Php 270,580.00 - Php 119,055.20 Php 389,635.20 389,635.20 58,445.28 38,963.52 24,352.20 Php 511,396.20
CLARIFIER (SLUDGE SCRAPER AND SCRAPER SUPPORT) 1.00 LOT Php 142,640.00 - Php 62,761.60 Php 205,401.60 205,401.60 30,810.24 20,540.16 12,837.60 Php 269,589.60
CLARIFIER (EFFLUENT WEIR, SCUM CHUTE AND SCUM BAFFLE) 1.00 LOT Php 219,455.00 - Php 96,560.20 Php 316,015.20 316,015.20 47,402.28 31,601.52 19,750.95 Php 414,769.95
CLARIFIER (DRIVE AND PLATFORM ASSEMBLY) 1.00 LOT Php 449,773.00 - Php 197,900.12 Php 647,673.12 647,673.12 97,150.97 64,767.31 40,479.57 Php 850,070.97
BOOSTER PUMP 1.00 LOT Php 338,000.00 - Php 148,720.00 Php 486,720.00 486,720.00 73,008.00 48,672.00 30,420.00 Php 638,820.00
CONSUMABLES 1.00 LOT Php 200,000.00 - Php 80,000.00 Php 280,000.00 280,000.00 42,000.00 28,000.00 17,500.00 Php 367,500.00
TOTAL Php 8,636,559.30 Php 1,204,908.80 Php 4,301,944.29 Php 18,349,686.12 Php 306,786.42 Php 1,281,231.34 Php 854,154.23 Php 698,795.33 Php 27,394,544.00

Prepared by: Checked by: Recommending Approval: Approved by:

CESAR S. FAILMA AMELIL S. PAGAYAO HERMILANDO M. WINTERS HON. EDUARDO D. RELACION


ENGINEER IV MUNICIPAL ENGINEER MPDC MUNICIPAL MAYOR
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM CLEARING AND GRUBBING


COST SHEET ID 800(1)
QUANTITY 2032.39 SQ.M
PRODUCTION RATE 6.700 SQ. M. PER MAN HOUR
NUMBER OF HOURS 303.34 HOURS
HOURS PER WORKER 151.67 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

-
-
-

SUB - TOTAL (A.) Php -


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

BACKHOE 1 5 2,500.00 12,500.00

SUB - TOTAL (B.) Php 12,500.00


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 151.67 62.92 19,086.15


-
-

SUB - TOTAL (C.) Php 19,086.15


D. TOTAL DIRECT COST ( A + B + C ) Php 31,586.15

1 OCM (%) PER D.O. 197 S 2016 4,737.92


2 PROFIT (%) PER D.O. 197 S 2016 3,158.62

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 1,974.13

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 9,870.67

TOTAL COST ( D + F ) Php 41,456.83


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 20.40
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM STRUCTURAL EXCAVATION


COST SHEET ID 803(1)a
QUANTITY 551.07 CU. M.
PRODUCTION RATE 2.000 CU. M. PER MAN HOUR
NUMBER OF HOURS 275.53 HOURS
HOURS PER WORKER 34.44 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

NONE

3000

SUB - TOTAL (A.) Php -


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

BACKHOE WITH BREAKER 1 14.40 4,110.00 59,184.00


DUMP TRUCK 1 14.40 2,100.00 30,240.00

SUB - TOTAL (B.) Php 89,424.00


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

FOREMAN 1 34.44 87.19 3,002.82


UNSKILLED LABORER 8 34.44 48.49 13,359.96

SUB - TOTAL (C.) Php 16,362.79


D. TOTAL DIRECT COST ( A + B + C ) Php 105,786.79

1 OCM (%) PER D.O. 197 S 2016 15,868.02


2 PROFIT (%) PER D.O. 197 S 2016 10,578.68

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 6,611.67

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 33,058.37

TOTAL COST ( D + F ) Php 138,845.16


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 251.96
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM EMBANKMENT


COST SHEET ID 104
QUANTITY 350.5 CU. M.
PRODUCTION RATE 4.00 CU. M. PER DAY
NUMBER OF HOURS 87.63 DAYS PER LABOR
HOURS PER WORKER 10.95 DAYS PER EQUIPMENT
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

438 SELECTED COMMON BORROW 438.13 CU. M. 700.00 306,687.50

SUB - TOTAL (A.) Php 306,687.50


QUANTITY
B. EQUIPMENT ( 2014 ACEL RATES ) DAY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL DAY

PLATE COMPACTOR 1 10.95 984.00 10,777.88


BACKHOE 1 10.95 12,296.00 134,679.63

SUB - TOTAL (B.) Php 145,457.50


QUANTITY
C. LABOR DAY RATE TOTAL COST
NO. OF PERSONNEL TOTAL DAY

UNSKILLED LABORER 8 10.95 387.94 33,993.24

SUB - TOTAL (C.) Php 33,993.24


D. TOTAL DIRECT COST ( A + B + C ) Php 486,138.24

1 OCM (%) PER D.O. 22 S 2015 72,920.74


2 PROFIT (%) PER D.O. 22 S 2015 48,613.82

E. VAT (5%) PER D.O. S 2015 ( D. + 1 + 2 )*5% Php 30,383.64

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 151,918.20

TOTAL COST ( D + F ) Php 638,056.44


UNIT COST ( TOTAL COST / QUANTITY ) 1,820.42
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM GRAVEL BEDDING


COST SHEET ID 804(4)
QUANTITY 25.00 CU. M.
PRODUCTION RATE 0.270 CU. M. PER MAN HOUR
NUMBER OF HOURS 92.59 HOURS
HOURS PER WORKER 46.30 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

WASHED GRAVEL 121.94 CU. M. 1000.00 121,936.00

SUB - TOTAL (A.) Php 121,936.00


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

MINOR TOOLS (10% OF LABOR COST) 2,378.71

SUB - TOTAL (B.) Php 2,378.71


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 46.30 62.92 5,826.39


UNSKILLED LABORER 8 46.30 48.49 17,960.70

SUB - TOTAL (C.) Php 23,787.09


D. TOTAL DIRECT COST ( A + B + C ) Php 148,101.80

1 OCM (%) PER D.O. 197 S 2016 22,215.27


2 PROFIT (%) PER D.O. 197 S 2016 14,810.18

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 9,256.36

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 46,281.81

TOTAL COST ( D + F ) Php 194,383.61


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 7,775.34
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM REMOVAL OF STRUCTURES AND OBSTRUCTION


COST SHEET ID 801(1)
QUANTITY 10.00 LN.M
PRODUCTION RATE 1 LN.M. PER MAN HOUR
NUMBER OF HOURS 10 HOURS
HOURS PER WORKER 2.5 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

-
-

SUB - TOTAL (A.) Php -


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

BACKHOE 2 11.50 2,500.00 57,500.00

SUB - TOTAL (B.) Php 57,500.00


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 4 11.50 62.92 2,894.32


-
-

SUB - TOTAL (C.) Php 2,894.32


D. TOTAL DIRECT COST ( A + B + C ) Php 60,394.32

1 OCM (%) PER D.O. 197 S 2016 9,059.15


2 PROFIT (%) PER D.O. 197 S 2016 6,039.43

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 3,774.65

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 18,873.23

TOTAL COST ( D + F ) Php 79,267.55


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 7,926.75
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM WATER RECEIVING TANK


COST SHEET ID 900( 1 )a
QUANTITY 512.35 CU. M.
PRODUCTION RATE 0.357 CU. M. PER MAN HOUR
NUMBER OF HOURS 1435.15 HOURS
HOURS PER WORKER 179.39 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PORTLAND CEMENT 4663.00 BAGS 312.00 1,454,856.00


WASHED SAND 257.00 CU. M. 1170.00 300,690.00
WASHED GRAVEL 513.00 CU. M. 1300.00 666,900.00
###
SUB - TOTAL (A.) Php 2,422,446.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

CONCRETE MIXER ( 1-BAGGER ) 1 179.39 223.60 40,112.56


MINOR TOOLS (10% OF LABOR COST) 9,216.34

SUB - TOTAL (B.) Php 49,328.90


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 179.39 62.92 22,574.44


UNSKILLED LABORER 8 179.39 48.49 69,588.97

SUB - TOTAL (C.) Php 92,163.41


D. TOTAL DIRECT COST ( A + B + C ) Php 2,563,938.30

1 OCM (%) PER D.O. 197 S 2016 384,590.75


2 PROFIT (%) PER D.O. 197 S 2016 256,393.83

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 160,246.14

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 801,230.72

TOTAL COST ( D + F ) Php 3,365,169.02


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 6,568.11
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM FORMWORKS AND FALSEWORKS FOR WATER RECEIVING TANK


COST SHEET ID 903(2)a
QUANTITY 531.30 SQ. M.
PRODUCTION RATE 3.240 SQ. M. PER MAN HOUR
NUMBER OF HOURS 163.98 HOURS
HOURS PER WORKER 81.99 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PLYWOOD 1/2" x 4' x 8' 185.00 SHEETS 1120.00 207,200.00


2" x 2" COCO LUMBER 4637.00 BD. FT. 32.50 150,702.50
2" X 3" COCO LUMBER 1854.80 BD. FT. 32.50 60,281.00
COMMON NAILS ASSORTED 268.00 KGS. 104.00 27,872.00
###
SUB - TOTAL (A.) Php 446,055.50
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

MINOR TOOLS (10% OF LABOR COST) 4,866.52

SUB - TOTAL (B.) Php 4,866.52


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

LEADMAN 1 81.99 79.79 6,541.98


CARPENTER 2 81.99 62.92 10,317.62
UNSKILLED LABORER 8 81.99 48.49 31,805.56

SUB - TOTAL (C.) Php 48,665.16


D. TOTAL DIRECT COST ( A + B + C ) Php 499,587.18

1 OCM (%) PER D.O. 197 S 2016 74,938.08


2 PROFIT (%) PER D.O. 197 S 2016 49,958.72

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 31,224.20

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 156,120.99

TOTAL COST ( D + F ) Php 655,708.17


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 1,234.16
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM COAGULATION TANK


COST SHEET ID 900( 1 )b
QUANTITY 212.30 CU. M.
PRODUCTION RATE 0.357 CU. M. PER MAN HOUR
NUMBER OF HOURS 594.68 HOURS
HOURS PER WORKER 74.33 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PORTLAND CEMENT 1932.00 BAGS 312.00 602,784.00


WASHED SAND 107.00 CU. M. 1170.00 125,190.00
WASHED GRAVEL 213.00 CU. M. 1300.00 276,900.00
###
SUB - TOTAL (A.) Php 1,004,874.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

CONCRETE MIXER ( 1-BAGGER ) 1 74.33 223.60 16,621.25


MINOR TOOLS (10% OF LABOR COST) 3,818.78

SUB - TOTAL (B.) Php 20,440.02


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 74.33 62.92 9,353.69


UNSKILLED LABORER 8 74.33 48.49 28,834.09

SUB - TOTAL (C.) Php 38,187.78


D. TOTAL DIRECT COST ( A + B + C ) Php 1,063,501.81

1 OCM (%) PER D.O. 197 S 2016 159,525.27


2 PROFIT (%) PER D.O. 197 S 2016 106,350.18

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 66,468.86

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 332,344.31

TOTAL COST ( D + F ) Php 1,395,846.12


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 6,574.88

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM FORMWORKS AND FALSEWORKS FOR COAGULATION


COST SHEET ID 903(2)b
QUANTITY 256.30 SQ. M.
PRODUCTION RATE 3.240 SQ. M. PER MAN HOUR
NUMBER OF HOURS 79.10 HOURS
HOURS PER WORKER 39.55 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PLYWOOD 1/2" x 4' x 8' 59.00 SHEETS 1120.00 66,080.00


2" x 2" COCO LUMBER 1479.00 BD. FT. 32.50 48,067.50
2" X 3" COCO LUMBER 591.60 BD. FT. 32.50 19,227.00
COMMON NAILS ASSORTED 86.00 KGS. 104.00 8,944.00
###
SUB - TOTAL (A.) Php 142,318.50
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

MINOR TOOLS (10% OF LABOR COST) 2,347.49

SUB - TOTAL (B.) Php 2,347.49


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

LEADMAN 1 39.55 79.79 3,155.69


CARPENTER 2 39.55 62.92 4,976.97
UNSKILLED LABORER 8 39.55 48.49 15,342.24

SUB - TOTAL (C.) Php 23,474.90


D. TOTAL DIRECT COST ( A + B + C ) Php 168,140.89

1 OCM (%) PER D.O. 197 S 2016 25,221.13


2 PROFIT (%) PER D.O. 197 S 2016 16,814.09

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 10,508.81

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 52,544.03

TOTAL COST ( D + F ) Php 220,684.92


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 861.04

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM CLARIFIER/SEDIMENTATION TANK


COST SHEET ID 900( 1 )c
QUANTITY 152.10 CU. M.
PRODUCTION RATE 0.357 CU. M. PER MAN HOUR
NUMBER OF HOURS 426.05 HOURS
HOURS PER WORKER 53.26 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PORTLAND CEMENT 1385.00 BAGS 312.00 432,120.00


WASHED SAND 77.00 CU. M. 1170.00 90,090.00
WASHED GRAVEL 153.00 CU. M. 1300.00 198,900.00
###
SUB - TOTAL (A.) Php 721,110.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

CONCRETE MIXER ( 1-BAGGER ) 1 53.26 223.60 11,908.11


MINOR TOOLS (10% OF LABOR COST) 2,736.29

SUB - TOTAL (B.) Php 14,644.40


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 53.26 62.92 6,702.24


UNSKILLED LABORER 8 53.26 48.49 20,660.62

SUB - TOTAL (C.) Php 27,362.86


D. TOTAL DIRECT COST ( A + B + C ) Php 763,117.25

1 OCM (%) PER D.O. 197 S 2016 114,467.59


2 PROFIT (%) PER D.O. 197 S 2016 76,311.73

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 47,694.83

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 238,474.14

TOTAL COST ( D + F ) Php 1,001,591.39


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 6,585.08

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM FORMWORKS AND FALSEWORKS FOR CLARIFIER/SEDIMENTATION TANK


COST SHEET ID 903(2)c
QUANTITY 737.60 SQ. M.
PRODUCTION RATE 3.240 SQ. M. PER MAN HOUR
NUMBER OF HOURS 227.65 HOURS
HOURS PER WORKER 113.83 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PLYWOOD 1/2" x 4' x 8' 171.00 SHEETS 1120.00 191,520.00


2" x 2" COCO LUMBER 4286.00 BD. FT. 32.50 139,295.00
2" X 3" COCO LUMBER 1714.40 BD. FT. 32.50 55,718.00
COMMON NAILS ASSORTED 247.00 KGS. 104.00 25,688.00
###
SUB - TOTAL (A.) Php 412,221.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

MINOR TOOLS (10% OF LABOR COST) 6,756.38


SUB - TOTAL (B.) Php 6,756.38
QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

LEADMAN 1 113.83 79.79 9,082.50


CARPENTER 2 113.83 62.92 14,324.37
UNSKILLED LABORER 8 113.83 48.49 44,156.93

SUB - TOTAL (C.) Php 67,563.80


D. TOTAL DIRECT COST ( A + B + C ) Php 486,541.18

1 OCM (%) PER D.O. 197 S 2016 72,981.18


2 PROFIT (%) PER D.O. 197 S 2016 48,654.12

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 30,408.82

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 152,044.12

TOTAL COST ( D + F ) Php 638,585.29


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 865.77
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM REINFORED CONRETE CHLORINATION TANK


COST SHEET ID 900( 1 )d
QUANTITY 40.32 CU. M.
PRODUCTION RATE 0.357 CU. M. PER MAN HOUR
NUMBER OF HOURS 112.94 HOURS
HOURS PER WORKER 14.12 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PORTLAND CEMENT 367.00 BAGS 312.00 114,504.00


WASHED SAND 21.00 CU. M. 1170.00 24,570.00
WASHED GRAVEL 41.00 CU. M. 1300.00 53,300.00
###
SUB - TOTAL (A.) Php 192,374.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

CONCRETE MIXER ( 1-BAGGER ) 1 14.12 223.60 3,156.71


MINOR TOOLS (10% OF LABOR COST) 725.43

SUB - TOTAL (B.) Php 3,882.14


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 14.12 62.92 1,776.86


UNSKILLED LABORER 8 14.12 48.49 5,477.43

SUB - TOTAL (C.) Php 7,254.29


D. TOTAL DIRECT COST ( A + B + C ) Php 203,510.43

1 OCM (%) PER D.O. 197 S 2016 30,526.56


2 PROFIT (%) PER D.O. 197 S 2016 20,351.04

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 12,719.40

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 63,597.01

TOTAL COST ( D + F ) Php 267,107.43


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 6,624.69

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM FORMWORKS AND FALSEWORKS FOR CHLORINATION TANK


COST SHEET ID 903(2)d
QUANTITY 276.00 SQ. M.
PRODUCTION RATE 3.240 SQ. M. PER MAN HOUR
NUMBER OF HOURS 85.19 HOURS
HOURS PER WORKER 42.59 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PLYWOOD 1/2" x 4' x 8' 64.00 SHEETS 1120.00 71,680.00


2" x 2" COCO LUMBER 1604.00 BD. FT. 32.50 52,130.00
2" X 3" COCO LUMBER 641.60 BD. FT. 32.50 20,852.00
COMMON NAILS ASSORTED 93.00 KGS. 104.00 9,672.00
###
SUB - TOTAL (A.) Php 154,334.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS
MINOR TOOLS (10% OF LABOR COST) 2,527.93

SUB - TOTAL (B.) Php 2,527.93


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

LEADMAN 1 42.59 79.79 3,398.26


CARPENTER 2 42.59 62.92 5,359.53
UNSKILLED LABORER 8 42.59 48.49 16,521.51

SUB - TOTAL (C.) Php 25,279.29


D. TOTAL DIRECT COST ( A + B + C ) Php 182,141.22

1 OCM (%) PER D.O. 197 S 2016 27,321.18


2 PROFIT (%) PER D.O. 197 S 2016 18,214.12

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 11,383.83

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 56,919.13

TOTAL COST ( D + F ) Php 239,060.36


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 866.16

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM REINFORED CONRETE STORAGE TANK


COST SHEET ID 0
QUANTITY 184.69 CU. M.
PRODUCTION RATE 0.357 CU. M. PER MAN HOUR
NUMBER OF HOURS 517.35 HOURS
HOURS PER WORKER 64.67 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PORTLAND CEMENT 1681.00 BAGS 312.00 524,472.00


WASHED SAND 93.00 CU. M. 1170.00 108,810.00
WASHED GRAVEL 185.00 CU. M. 1300.00 240,500.00
###
SUB - TOTAL (A.) Php 873,782.00
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

CONCRETE MIXER ( 1-BAGGER ) 1 64.67 223.60 14,459.90


MINOR TOOLS (10% OF LABOR COST) 3,322.49

SUB - TOTAL (B.) Php 17,782.38


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

SKILLED LABORER 2 64.67 62.92 8,138.07


UNSKILLED LABORER 8 64.67 48.49 25,086.79

SUB - TOTAL (C.) Php 33,224.86


D. TOTAL DIRECT COST ( A + B + C ) Php 924,789.24

1 OCM (%) PER D.O. 197 S 2016 138,718.39


2 PROFIT (%) PER D.O. 197 S 2016 92,478.92

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 57,799.33

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 288,996.64

TOTAL COST ( D + F ) Php 1,213,785.88


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 6,571.89

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM FORMWORKS AND FALSEWORKS FOR STORAGE TANK


COST SHEET ID 903(2)d
QUANTITY 2293.37 SQ. M.
PRODUCTION RATE 3.240 SQ. M. PER MAN HOUR
NUMBER OF HOURS 707.83 HOURS
HOURS PER WORKER 353.91 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

PLYWOOD 1/2" x 4' x 8' 531.00 SHEETS 1120.00 594,720.00


2" x 2" COCO LUMBER 13307.00 BD. FT. 32.50 432,477.50
2" X 3" COCO LUMBER 5322.80 BD. FT. 32.50 172,991.00
COMMON NAILS ASSORTED 767.00 KGS. 104.00 79,768.00
###
SUB - TOTAL (A.) Php 1,279,956.50
QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS
MINOR TOOLS (10% OF LABOR COST) 21,006.33

SUB - TOTAL (B.) Php 21,006.33


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS

LEADMAN 1 353.91 79.79 28,238.48


CARPENTER 2 353.91 62.92 44,536.03
UNSKILLED LABORER 8 353.91 48.49 137,288.77

SUB - TOTAL (C.) Php 210,063.28


D. TOTAL DIRECT COST ( A + B + C ) Php 1,511,026.11

1 OCM (%) PER D.O. 197 S 2016 226,653.92


2 PROFIT (%) PER D.O. 197 S 2016 151,102.61

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 94,439.13

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 472,195.66

TOTAL COST ( D + F ) Php 1,983,221.77


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 864.76
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM REINFORCING STEEL FOR WATER RECEIVING TANK


COST SHEET ID 900( 1 )c2
QUANTITY 79,376.43 KGS.
PRODUCTION RATE 10.00 KGS. PER MAN HOUR
NUMBER OF HOURS 7937.64 HOURS
HOURS PER WORKER 1984.41 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

10MMØ x 6M DEFORMED BAR 1,225.00 pcs 180.00 220,500.00


### 12MMØ x 6M DEFORMED BAR 622.00 pcs 260.00 161,720.00
### 16MMØ x 6M DEFORMED BAR 745.00 pcs 450.00 335,250.00
### NUMBER 16 G.I. TIE WIRE 3,334.00 kgs 125.00 416,750.00

SUB - TOTAL (A.) Php 1,134,220.00


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

BAR CUTTER 1 992.21 219.75 218,037.13


BAR BENDER 1 992.21 351.50 348,760.19

SUB - TOTAL (B.) Php 566,797.32


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS
-
STEELMAN 4 1984.41 62.92 499,436.31
UNSKILLED LABORER 8 1984.41 48.49 769,792.33

SUB - TOTAL (C.) Php 1,269,228.64


D. TOTAL DIRECT COST ( A + B + C ) Php 2,970,245.96

1 OCM (%) PER D.O. 197 S 2016 21,166.55


2 PROFIT (%) PER D.O. 197 S 2016 14,111.03

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 150,276.18

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 185,553.76

TOTAL COST ( D + F ) Php 3,155,799.72


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 39.76

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM REINFORCING STEEL FOR COAGULATION


COST SHEET ID 900( 1 )d
QUANTITY 4,007.38 KGS.
PRODUCTION RATE 10.00 KGS. PER MAN HOUR
NUMBER OF HOURS 400.74 HOURS
HOURS PER WORKER 100.18 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

### 10MMØ x 6M DEFORMED BAR 318.00 pcs 180.00 57,240.00


### 12MMØ x 6M DEFORMED BAR 127.00 pcs 260.00 33,020.00
16MMØ x 6M DEFORMED BAR 227.00 pcs 450.00 102,150.00
### NUMBER 16 G.I. TIE WIRE 169.00 kgs 125.00 21,125.00

SUB - TOTAL (A.) Php 213,535.00


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS
BAR CUTTER 1 50.09 219.75 11,007.76
BAR BENDER 1 50.09 351.50 17,607.41

SUB - TOTAL (B.) Php 28,615.17


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS
-
STEELMAN 4 100.18 62.92 25,213.30
UNSKILLED LABORER 8 100.18 48.49 38,861.83

SUB - TOTAL (C.) Php 64,075.13


D. TOTAL DIRECT COST ( A + B + C ) Php 306,225.30

1 OCM (%) PER D.O. 197 S 2016 45,933.79


2 PROFIT (%) PER D.O. 197 S 2016 30,622.53

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 19,139.08

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 95,695.41

TOTAL COST ( D + F ) Php 401,920.70


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 100.30

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM CLARIFIER/SEDIMENTATION TANK


COST SHEET ID 902(1)c
QUANTITY 9,377.63 KGS.
PRODUCTION RATE 10.00 KGS. PER MAN HOUR
NUMBER OF HOURS 937.76 HOURS
HOURS PER WORKER 234.44 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST
10MMØ x 6M DEFORMED BAR 878.00 pcs 180.00 158,040.00
### 12MMØ x 6M DEFORMED BAR 268.00 pcs 260.00 69,680.00
246 16MMØ x 6M DEFORMED BAR 450.00 pcs 450.00 202,500.00
### NUMBER 16 G.I. TIE WIRE 394.00 kgs 125.00 49,250.00

SUB - TOTAL (A.) Php 479,470.00


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

BAR CUTTER 1 117.22 219.75 25,759.19


BAR BENDER 1 117.22 351.50 41,202.98

SUB - TOTAL (B.) Php 66,962.17


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS
-
STEELMAN 4 234.44 62.92 59,003.86
UNSKILLED LABORER 8 234.44 48.49 90,943.96

SUB - TOTAL (C.) Php 149,947.82


D. TOTAL DIRECT COST ( A + B + C ) Php 696,379.99

1 OCM (%) PER D.O. 197 S 2016 104,457.00


2 PROFIT (%) PER D.O. 197 S 2016 69,638.00

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 43,523.75

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 217,618.75

TOTAL COST ( D + F ) Php 913,998.74


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 97.47

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM CHLORINATION TANK


COST SHEET ID 902(1)d
QUANTITY 7,753.87 KGS.
PRODUCTION RATE 10.00 KGS. PER MAN HOUR
NUMBER OF HOURS 775.39 HOURS
HOURS PER WORKER 193.85 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST
### 10MMØ x 6M DEFORMED BAR 273.00 pcs 180.00 49,140.00
0 12MMØ x 6M DEFORMED BAR 155.00 pcs 260.00 40,300.00
### 16MMØ x 6M DEFORMED BAR 624.00 pcs 450.00 280,800.00
NUMBER 16 G.I. TIE WIRE 326.00 kgs 125.00 40,750.00

SUB - TOTAL (A.) Php 410,990.00


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

MINOR TOOLS (10% OF LABOR COST) 12,398.65

SUB - TOTAL (B.) Php 12,398.65


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS
-
STEELMAN 4 193.85 62.92 48,788.17
UNSKILLED LABORER 8 193.85 48.49 75,198.29

SUB - TOTAL (C.) Php 123,986.46


D. TOTAL DIRECT COST ( A + B + C ) Php 547,375.11

1 OCM (%) PER D.O. 197 S 2016 82,106.27


2 PROFIT (%) PER D.O. 197 S 2016 54,737.51

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 34,210.94

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 171,054.72

TOTAL COST ( D + F ) Php 718,429.83


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 92.65

DETAILED UNIT PRICE ANALYSIS


PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM REINFORCING STEEL FOR STORAGE TANK


COST SHEET ID 902(1)e
QUANTITY 41633.47 KGS.
PRODUCTION RATE 10.00 KGS. PER MAN HOUR
NUMBER OF HOURS 4163.35 HOURS
HOURS PER WORKER 1040.84 TOTAL HOURS PER NUMBER WORKERS
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST
10MMØ x 6M DEFORMED BAR 2,833.00 pcs 180.00 509,940.00
246 12MMØ x 6M DEFORMED BAR 4,075.00 pcs 260.00 1,059,500.00
### 16MMØ x 6M DEFORMED BAR 990.00 pcs 450.00 445,500.00
NUMBER 16 G.I. TIE WIRE 1,749.00 kgs 125.00 218,625.00

SUB - TOTAL (A.) Php 2,233,565.00


QUANTITY
B. EQUIPMENT HOURLY RATE TOTAL COST
B. EQUIPMENT HOURLY RATE TOTAL COST
NO. OF EQUIPMENT TOTAL HOURS

BAR CUTTER 1 5.00 219.75 1,098.75


BAR BENDER 1 5.00 351.50 1,757.50

SUB - TOTAL (B.) Php 2,856.25


QUANTITY
C. LABOR HOURLY RATE TOTAL COST
NO. OF PERSONNEL TOTAL HOURS
-
STEELMAN 4 1040.84 62.92 261,958.61
UNSKILLED LABORER 8 1040.84 48.49 403,762.65

SUB - TOTAL (C.) Php 665,721.26


D. TOTAL DIRECT COST ( A + B + C ) Php 2,902,142.51

1 OCM (%) PER D.O. 197 S 2016 435,321.38


2 PROFIT (%) PER D.O. 197 S 2016 290,214.25

E. VAT (5%) PER D.O. S 2016 ( D. + 1 + 2 )*5% Php 181,383.91

F. TOTAL INDIRECT COST ( 1 + 2 + E. ) Php 906,919.54

TOTAL COST ( D + F ) Php 3,809,062.05


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 91.49
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM CONSTRUCTION SAFETY AND HEALTH FACILITIES


COST SHEET ID B.7
QUANTITY 360 HR
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST
-
SAFETY HELMET 10 PCS 300.00 3,000.00
SAFETY GLOVES 10 PAIRS 55.00 550.00
SAFETY BOOTS 10 PAIRS 800.00 8,000.00
SAFETY GOGGLES 5 PCS 110.00 550.00
SAFETY VEST 5 PCS 300.00 1,500.00
SAFETY HARNESS 5 PCS 300.00 1,500.00
MEDICINE KIT 1 SET 2,500.00 2,500.00

SUB - TOTAL (A.) Php 17,600.00


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

NONE

SUB - TOTAL (B.) -


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

SAFETY HEALTH OFFICER, 1 90 81.25 7,312.50


1 FIRST AIDER 1 360 60 21,600.00

SUB - TOTAL (C.) 28,912.50


D. TOTAL DIRECT COST ( A + B + C ) Php 46,512.50

2 PROFIT (%) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 2,325.63

F. TOTAL INDIRECT COST ( 2 + E. ) Php 2,325.63

TOTAL COST ( D + F ) Php 48,838.13


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 135.66
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM BILLBOARDS - FABRICATION OF BILLBOARDS


COST SHEET ID B.5
QUANTITY 1 LOT
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

MARINE PLYWOOD ¼" X 4' X 8' 2 SHT 370.00 740.00


TARPAULIN 8' X 8' 1 PCS 3,500.00 3,500.00
ASSORTED LUMBER 100 BD.FT 22.00 2,200.00
ASSORTED C.W. NAILS 2 KGS 90.00 180.00

SUB - TOTAL (A.) Php 6,620.00


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

NONE

SUB - TOTAL (B.) -


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

CARPENTER 1 8 62.92 503.36


UNSKILLED LABORER 2 8 48.49 775.84

SUB - TOTAL (C.) 1,279.20


D. TOTAL DIRECT COST ( A + B + C ) Php 7,899.20

2 PROFIT (%) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 394.96

F. TOTAL INDIRECT COST ( 2 + E. ) Php 394.96

TOTAL COST ( D + F ) Php 8,294.16


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 8,294.16
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM FACILITIES/PERMITS AND CLEARANCES


COST SHEET ID SPL-1
QUANTITY 2 LOT
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

TEMPORARY FACILITY 1 LOT 75,000.00 75,000.00


BUILDING PERMIT PROCESSING 1 LOT 30,000.00 30,000.00

SUB - TOTAL (A.) Php 105,000.00


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

NONE

SUB - TOTAL (B.) -


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

-
-

SUB - TOTAL (C.) -


D. TOTAL DIRECT COST ( A + B + C ) Php 105,000.00
1 OCM (% of Total Direct Cost) PER D.O. 197 S 2016
2 PROFIT (% of Total Direct Cost) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 5,250.00

F. TOTAL INDIRECT COST ( 2 + E. ) Php 5,250.00

TOTAL COST ( D + F ) Php 110,250.00


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 55,125.00
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM MOBILIZATION/DEMOBILIZATION


COST SHEET ID B.9
QUANTITY 1 LOT
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

SUB - TOTAL (A.) Php -


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

MOBILIZATION/DEMOBILIZATION FEE 1 LOT 79,292.81 79,292.81

SUB - TOTAL (B.) 79,292.81


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

-
-

SUB - TOTAL (C.) -


D. TOTAL DIRECT COST ( A + B + C ) Php 79,292.81
1 OCM (% of Total Direct Cost) PER D.O. 197 S 2016
2 PROFIT (% of Total Direct Cost) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 3,964.64

F. TOTAL INDIRECT COST ( 2 + E. ) Php 3,964.64

TOTAL COST ( D + F ) Php 83,257.45


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 83,257.45
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM RETAINING WALL SURVEY AND STAKING


COST SHEET ID B.4(6)
QUANTITY 1 LOT
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

SUB - TOTAL (A.) Php -


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

NONE

SUB - TOTAL (B.) -


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

RETAINING WALL SURVEY AND STAKING 1 LOT 50,000.00 50,000.00


-

SUB - TOTAL (C.) 50,000.00


D. TOTAL DIRECT COST ( A + B + C ) Php 50,000.00
1 OCM (% of Total Direct Cost) PER D.O. 197 S 2016
2 PROFIT (% of Total Direct Cost) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 2,500.00

F. TOTAL INDIRECT COST ( 2 + E. ) Php 2,500.00

TOTAL COST ( D + F ) Php 52,500.00


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 52,500.00
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM TEMPORARY FENCE


COST SHEET ID B.20
QUANTITY 50 LN.M
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

GI SHEETS 0.6mm thk X 4' X 8' 21.71 SHT 1,200.00 26,052.00


GI PIPES SCH.40 1" DIA X 6M 43.42 PCS 1,500.00 65,130.00
CONSUMABLES 1 LOT 13,677.30 13,677.30

SUB - TOTAL (A.) Php 104,859.30


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

NONE

SUB - TOTAL (B.) -


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

CARPENTER 1 8 62.92 503.36


UNSKILLED LABORER 2 8 48.49 775.84

SUB - TOTAL (C.) 1,279.20


D. TOTAL DIRECT COST ( A + B + C ) Php 106,138.50
1 OCM (% of Total Direct Cost) PER D.O. 197 S 2016
2 PROFIT (% of Total Direct Cost) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 5,306.93

F. TOTAL INDIRECT COST ( 2 + E. ) Php 5,306.93

TOTAL COST ( D + F ) Php 111,445.43


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 2,228.91
DETAILED UNIT PRICE ANALYSIS
PROJECT WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LOCATION LABANGAN, ZAMBOANGA DEL SUR

PAY ITEM GENERAL SCAFFOLDING AND SHORING


COST SHEET ID B.24
QUANTITY 1 LOT
PRODUCTION RATE LUMPSUM
NUMBER OF HOURS LUMPSUM
HOURS PER WORKER LUMPSUM
A. MATERIALS QUANTITY UNIT UNIT RATE TOTAL COST

GENERAL SCAFFOLDING AND SHORING 1 LOT 75,000.00 75,000.00

SUB - TOTAL (A.) Php 75,000.00


QUANTITY
B. EQUIPMENT NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
EQUIPMENT

NONE

SUB - TOTAL (B.) -


QUANTITY
C. LABOR NO. OF HOURLY RATE TOTAL COST
TOTAL HOURS
PERSONNEL

SUB - TOTAL (C.) -


D. TOTAL DIRECT COST ( A + B + C ) Php 75,000.00
1 OCM (% of Total Direct Cost) PER D.O. 197 S 2016
2 PROFIT (% of Total Direct Cost) PER D.O. 197 S 2016

E. VAT (5%) PER D.O. S 2016 ( D. + 2 )*5% Php 3,750.00

F. TOTAL INDIRECT COST ( 2 + E. ) Php 3,750.00

TOTAL COST ( D + F ) Php 78,750.00


ADJUSTED UNIT COST ( TOTAL COST / QUANTITY ) 78,750.00
Republic of the Philippines
DEPARTMENT OF THE INTERIOR AND LOCAL GOVERNMENT
REGIONAL OFFICE IX
Pagadian City, Zamboanga del Sur

INDIVIDUAL PROGRAM OF WORK


(For all types of Projects)
FEBRUARY 7, 2022
NAME/LOCATION OF PROJECT: Appropriation Php 16,977,594.00
WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION Source of Fund
LABANGAN, ZAMBOANGA DEL SUR
Length 50 LN.M
Issued Obligated Authority
Released
PROJECT CATEGORY: Calendar Days to Complete 180 C.D
Building Desirable Starting Date UPON RELEASE OF N.T.P.
PROJECT DESCRIPTION:

The scope of work that covers the Const. of DILG RO IX Retaining Wall are the following :
a.) Clearing and Grubbing
b.) Embankment
c.) Excavations - ( For Retaining Wall footings )
d.) Gravel Bedding
e.) Reinforcing steel, fabrication & installation ( For Retaining Wall)
f. ) Concreting Works

MINIMUM EQUIPMENT REQUIREMENT TECHNICAL PERSONNEL REQUIRED


DESCRIPTION NUMBER Description NUMBER
CIVIL ENGINEER 1
CONCRETE MIXER ( 1 - BAGGER ) 1 MATERIAL ENGINEER 1
BAR BENDER 1 SAFETY OFFICER 1
BAR CUTTER 1 FOREMAN 1
WELDING MACHINE GENERATOR 1 CARPENTER 8
BACKHOE 1 STEELMAN 8
MINI DUMP TRUCK 1 MASON 8
LABORER 8

% OF DIRECT COST
ITEM DESCRIPTION QUANTITY UNIT
TOTAL TOTAL UNIT COST
EARTHWORKS
800(1) CLEARING AND GRUBBING 0.38 2,032.39 SQ.M 31,586.15 15.54
801(1) REMOVAL OF STRUCTURES AND OBSTRUCTION 0.72 10.00 LN.M 60,394.32 6,039.43
803(1)a STRUCTURAL EXCAVATION 1.26 551.07 CU. M. 105,786.79 191.97
104 EMBANKMENT 5.79 350.50 CU. M. 486,138.24 1,386.99
804(4) GRAVEL BEDDING @ FOOTING 1.76 25.00 CU. M. 148,101.80 5,924.07
STRUCTURAL CONCRETE
900( 1 )a REINFORCED CONCRETE FOR RECEIVING TANK 30.53 512.35 CU. M. 2,563,938.30 5,004.27
900( 1 )b REINFORCED CONCRETE FOR COAGULATION TANK 12.66 212.30 CU. M. 1,063,501.81 5,009.43
REINFORCING STEEL
902(1)a REINFORCING STEEL FOR RECEIVING TANK 35.36 79,376.43 KGS. 2,970,245.96 37.42
FORMWORKS AND FALSEWORK
903(2)a FORMWORKS AND FALSEWORK FOR RECEIVING TANK 5.95 531.30 SQ. M. 499,587.18 940.31
OTHER GENERAL REQUIREMENTS
B.4(6) RETAINING WALL SURVEY AND STAKING 0.60 1.00 LOT 50,000.00 50,000.00
B.5 BILLBOARDS - FABRICATION OF BILLBOARDS 0.09 1.00 LOT 7,899.20 7,899.20
B.7 CONSTRUCTION SAFETY AND HEALTH FACILITIES 0.55 360.00 HR 46,512.50 129.20
B.9 MOBILIZATION/DEMOBILIZATION 0.94 1.00 LOT 79,292.81 79,292.81
B.20 TEMPORARY FENCE 1.26 50.00 LN.M 106,138.50 2,122.77
B.24 GENERAL SCAFFOLDING AND SHORING 0.89 1.00 LOT 75,000.00 75,000.00
SPL-1 FACILITIES/PERMITS AND CLEARANCES 1.25 2.00 LOT 105,000.00 52,500.00
TOTAL 100.00 Php 8,399,123.55
WATER SYSTEM DEVELOPMENT, IMPROVEMENT AND REHABILITATION
LABANGAN, ZAMBOANGA DEL SUR

BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT

I. ESTIMATED COST
A. DIRECT COST:
1 Materials 50.87 8,636,559.30
1.1 Supply/Delivery
1.2 Testing of Materials
2 Equipment Expenses 7.10 1,204,908.80
2.1. Equipment Rental
3 Labor ( Including fringe benefits ) 25.34 4,301,944.29

SUB-TOTAL (DIRECT COST) 83.31 Php 14,143,412.39

B. INDIRECT COST:

1.) Overhead Contigency, Misc. % 7.55 1,281,231.34


2.) Profit % 5.03 854,154.23

C. VAT (5% of D.C. & I.C.) Per D.O. No. 197 4.12 698,795.33

SUB-TOTAL (INDIRECT COST) 16.69 Php 2,834,180.90

TOTAL COST 100.00 Php 16,977,594.00


TOTAL ESTIMATED PROJECT COST 100.00 Php 16,977,594.00

PREPARED BY:

JHON EDUARD C. OBORDO FATIMAH AYNA M. LAO,CE ALISON U. MAYASA,CE


Engineer III Engineer IV Engineer IV

RECOMMENDING APPROVAL: APPROVED BY:

ALZHAMMER R. MANUPAC PAISAL O. ABUTAZIL, CESO III


LGOO III/OIC-PDMU CHIEF Regional Director

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