FINAL DETAILED COST ESTIMATE (2)-converted

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Description

Republic of the Philippines Province of Quirino MUNICIPALITY OF AGLIPAY

                                         OFFICE OF THE MUNICIPAL ENGINEER                                           PROJECT TITLE:GRAVELLING OF FARM TO MARKET ROAD LOCATION : PUROK 7,PINARIPAD NORTE, AGLIPAY, QUIRINO SOURCE OF FUND : BDP-MDF-2021 PROJECT COST : Php 400,000.00 MODE OF IMPLEMENTATION : BY CONTRACT POW NO.: BPPN-2021-02-02 DETAILED COST ESTIMATE  I. INSTALLATION OF R.C. PIPE WITH HEAD AND WING WALL Materials

Unit

Portland Cement Sand S-1

bags cu.m

15.00 1.00

270.000 1,200.000

cu.m pcs. pcs. kgs. pcs. bd.ft

2.00 16.00 15.00 2.00 4.00 120.00

1,200.000 2,950.000 165.000 90.000 350.000 50.00

kgs.

3.00

95.00

Gravel G-1 24 '' dia. R.C. Pipe 10mm dia. X 6 m RSB #16 Tie Wire 1/4 X 4' X 8' Ordinary 30 Plywood pcs. 2'' X 2'' X 12 ' G. Melina Lumber Forms Assorted CWN B.Labor

No. of Men

Unit

Quantity

Unit Cost

No. of Days

Rate per day

Construction Foreman

1.00

days

4.00

600.000

Skilled Laborer Unskilled Laborer

2.00 4.00

days days

4.00 4.00

500.000 400.000

A.DIRECT COST

-

B.OCM ( 15% ) C.PROFIT ( 10 % ) D. TAX ( 12 % A+B+C ) E.ITEM COST

-

11,698.50 7,799.00 11,698.50 109,186.00

F. UNIT COST G. ADJUSTED ITEM COST

-

54,593.00 109,186.00

II.20 LIN.METER GROUTED RIP-RAP Length

=

20.00m

Php

77,990.00

Height Width Volume

= = =

1.50m Top Width

=

0.40m

Bottom Width

=

1.00m

21.00cu.m

Materials

Unit

Portland Cement Sand S-1

bags cu.m

30.00 2.00

270.000 1,200.000

Class ''A'' Boulders Selected Backfilling Materials 3'' dia. PVC ( WeepHoles )

cu.m cu.m pcs.

21.00 13.00 4.00

700.000 750.000 300.000

Quantity

Unit Cost

                          

QTY : 2 - Lines Amount Php

4,050.00 1,200.00 2,400.00 47,200.00 2,475.00 180.00 1,400.00 6,000.00

Php

285.00 65,190.00 Amount

Php

Php

2,400.00 4,000.00 6,400.00 12,800.00

Amount Php

Php

8,100.00 2,400.00 14,700.00 9,750.00 1,200.00 36,150.00

B.Labor

No. of Men

Unit

No. of Days

Rate per day

a. Excavation and Backfilling Construction Foreman Unskilled Laborer

1.00

days

4.00

600.000

4.00

days

4.00

400.000

1.00 1.00 3.00

days days days

5.00 5.00 5.00

600.000 500.000 400.000

b.Handlaying of Boulders Construction Foreman Skilled Laborer Unskilled Laborer A.DIRECT COST

-

B.OCM ( 15% ) C.PROFIT ( 10 % ) D. TAX ( 12 % A+B+C ) E.ITEM COST F. UNIT COST G. ADJUSTED ITEM COST

-

Php

56,450.00 8,467.50 5,645.00 8,467.50 79,030.00 3,951.50 79,030.00

III.DELIVERY OF AGGREGATES, SPREADING AND COMPACTION (SAND AND GRAVEL GOOD MIX )

Length

=

54.00 m

Width

=

6.00m

Thickness Loose Volume

=

0.30m

=

97.20 cu.m

Compacted Volume

=

Loose Volume X 1.20 ( Shrinkage Allowance ) ( 97.20 cu.m ) ( 1.20 ) 116.64 say 117 cu.m

Materials

Unit

Sand and Gravel ( Good Mix )

cu.m

Quantity 117.00

Unit Cost 1,200.000

Spreading of Aggregates Equipment : Using One Unit Road Grader with 50 cu.m / hour spreading capability No. of Hours = 117 cu.m / 50 cu.m / hour = 2.34 hrs.

Road Grader Labor Construction Foreman

No. of Men 1.00

Unit

Quantity

Unit Cost

Hour

2.34

2670.00

Unit days

No. of Days 0.30

Rate per day 600.000

Unskilled Laborer

2.00

days

0.30

400.000

Unit

Quantity

Unit Cost

Hour

8.00

123.00

Compaction of Aggregates EQUIPMENT : Plate Compactor Labor Construction Foreman Unskilled Laborer

No. of Men 1.00 2.00

Unit days days

No. of Days 1.00 1.00

Rate per day 600.000 400.000

Amount Php

2,400.00

Php

6,400.00 8,800.00

Php

Php

3,000.00 2,500.00 6,000.00 11,500.00

QTY:117 cu.m

Amount Php

140,400.00

Amount Php

6,247.80 Amount

Php

180.00

Php

240.00 420.00

Amount Php

984.00 Amount

Php Php

600.00 800.00 1,400.00

A.DIRECT COST B.OCM ( 15% ) C.PROFIT ( 10 % ) D. TAX ( 12 % A+B+C ) E.ITEM COST F. UNIT COST

-

G. ADJUSTED ITEM COST

-

Php

149,451.80 22,417.77 14,945.18 22,417.77 209,232.52 1,788.31 209,232.52

SUMMARY: I. INSTALLATION OF R.C. PIPE WITH HEAD AND WING WALL II.20 LIN.METER GROUTED RIP-RAP III.DELIVERY OF AGGREGATES, SPREADING AND COMPACTION A.TOTAL DIRECT /INDIRECT COST B.ENG'G SUPERVISION/ADMIN OVERHEAD C.TOTAL ESTIMATED PROJECT COST

Requested by: MA.OLGA D. MANDAC

Prepared by:

Barangay Captain

Checked by:

MALVIN S. BAQUIRAN Engineering Assistant Recommended by: DA

Project Evaluation Officer II

NILO B. CASTILLO, Ph.D. Municipal Engineer

Approved by: JERRY T. AGSALDA Municipal Mayor

labor cost

SANCHO C. GUILLERMO JR.

35%

#REF! #REF!

#REF!

#REF!

#REF!

ILLERMO JR.

on Officer II

109,186.00 79,030.00 209,232.52 397,448.52 2,551.48 Php

400,000.00

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