Suspension Footbridge-makottor
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Suspension Footbridge-makottor as PDF for free.
More details
- Words: 3,146
- Pages: 18
Loading documents preview...
DETAILED COST ESTIMATE MAKOTTOR FOOTBRIDGE NATONIN MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE B.5:
PROJECT BILLBOARD/SIGN BOARD
A). Materials:
B.7: A. Materials No.
B. Labor: No. 1
ITEM 102:
Description Tarpaulin (8'x8')with stand & frame
Safety Helmet Safety Gloves Safety Rubber Boots Emergency Medicines
First Aider
1.00 L.S. Unit lot
OCCUPATIONAL SAFETY AND HEALTH PROGRAM Quantity =
MATERIALS COST LABOR COST TOTAL DIRECT COST VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Description
Unit days
Quantity =
Total Cost 5,000.00 5,000.00 5,000.00 5,000.00 250.00 250.00 5,250.00 5,250.00
Days 42.50
Unit Cost 420.44 Labor Cost PERCENTAGE
10.00% 5.00%
Total Cost 4,200.00 1,500.00 4,200.00 1,800.00 11,700.00 Total Cost 17,868.70 17,868.70 11,700.00 17,868.70 29,568.70 2,956.87 2,956.87 1,626.28 4,583.15 34,151.85 34,151.85
55.68 Cu.M.
Productivity = Required Manday = Employing =
B. Equipment Expenses:
5.00%
Quantity Unit Cost 10.00 420.00 10.00 150.00 10.00 420.00 1.00 1,800.00 Total materials
MATERIALS COST LABOR COST TOTAL DIRECT COST CP SUB-TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Description
Unit Cost lumpsum Total Cost
1.00 L.S. Unit pcs. pairs set lot
EXCAVATION
Construction Foreman Laborers
Quantity 1
Description
A. Labor:
No. 1 10
Quantity =
Unit days days
1.00 Cu.M./man-day 56.00 10.00 Laborers 5.60 Days 6.00 Say Days 6.00 581.09 6.00 325.24 Labor Cost
Minor Tools
(Lumpsum) MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB-TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost 3,486.54 19,514.40 23,000.94 P 2,300.09
PERCENTAGE
15.00% 10.00% 5.00%
2,300.09 23,000.94 25,301.03 3,795.16 2,530.10 6,325.26 1,581.31 7,906.57 33,207.61 596.40
ITEM 103:
STRUCTURE EXCAVATION
Quantity =
A. Labor:
No. 1 8
Productivity = Required Manday = Employing =
Construction Foreman Laborers
B. Equipment Expenses:
ITEM 404:
34.92 Cu.M.
Description
Unit days days Minor Tools
REINFORCING STEEL BARS (Footing and Column) Quantity Productivity = Required Manday =
(Lumpsum) MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB-TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost 2,614.91 11,708.64 14,323.55 P 1,432.36
PERCENTAGE
15.00% 10.00% 5.00%
1,432.36 14,323.55 15,755.91 2,363.39 1,575.59 3,938.98 984.74 4,923.72 20,679.63 592.20
1,496.54 kgs. 750.00 Kgs./Crew 2.00 Days 2.00 Say
A. Materials (F.O.B. @ Project Site) No. Description 117 16 mm dia. X 6.0 m RSB 105 10 mm dia. X 6.0 m RSB Hacksaw Blade #16 Tie wires
Unit kgs. kgs. pcs. kgs.
C.Labor Expenses:(Fabrication and Installation) No. Description 1 Construction Foreman 2 Steelmen 2 Skilled Laborer 6 Laborers
Unit days days days days
B. Equipment No. Description 1 Bar Bender 1 Bar Cutter Minor Tools
1.00 Cu.M./man-day 34.92 8.00 Laborers 4.37 Days 4.50 Say Days Unit Cost 4.50 581.09 4.50 325.24 Labor Cost
Quantity Unit Cost 1,108.46 38.00 388.08 38.00 5.00 90.00 22.00 90.00 Total materials Days Unit Cost 2.00 581.09 2.00 420.44 2.00 420.44 2.00 325.24 Total Labor Expense
Days P 2.00 P 2.00 Lumpsum Total Equipment Cost MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST of Item 404
Unit Cost P 35.00 P 110.00
PERCENTAGE
15.00% 10.00% 5.00%
Total Cost 42,121.40 14,747.04 450.00 1,980.00 59,298.44 Total Cost 1,162.18 1,681.76 1,681.76 3,902.88 8,428.58 Total Cost P 70.00 P 220.00 P 842.86 P 1,132.86 59,298.44 1,132.86 8,428.58 68,859.88 10,328.98 6,885.99 17,214.97 4,303.74 21,518.71 90,378.59 60.39
ITEM 405:
STRUCTURAL CONCRETE (Footing, Column & Beam)
Quantity Productivity for Footing Productivity for Column & Bean A. Materials: Portland cement Fine sand Gravel
Description
B. Labor Expenses: (Batching, Casting - in Place, & Curing) No. Description 1 Construction Foreman 2 Skilled Laborer 12 Laborers C. Equipment No. Description Minor Tools (Pails ,Mixing Board etc.)
ITEM SPL 01: FORMWORKS A. Materials (F.O.B. @ Project Site) No. Description 16 1"x12"x12' Form Lumbers 2 1"x12"x10' Form Lumbers 16 1"x 8"x12' Form Lumbers 112 2"x 3"x12' Form Support & Scaffolds 1/4" Thick Ordinary Plywood Assorted C.W. Nail B. Labor Expenses: No. Description 1 Construction Foreman 2 Carpenters 4 Laborers
4.20 2.66 0.59 8.64 5.89 21.98 5.20 2.80
Column Footing Column Beam Anchor Footing Anchor Cu.m. cu.m. /day cu.m. /day
Unit bags cum cum
Quantity 211.00 11.00 17.75
Unit Cost 260.00 1,300.00 1,300.00 Material Cost
Total Cost 54,860.00 14,300.00 23,075.00 92,235.00
Unit days days days
Days 6.00 6.00 6.00
Unit Cost 581.09 420.44 325.24 Labor Cost
Total Cost 3,486.54 5,045.28 23,417.28 31,949.10
Days Lumpsum Total Equipment Cost MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB TOTAL VAT Excise tax TOTAL INDIRECT COST TOTAL COST UNIT COST Quantity
Unit Cost PERCENTAGE
15.00% 10.00% 5.00% 2%
1.00
Lot
Unit bd.ft. bd.ft. bd.ft. bd.ft. pcs kls.
Quantity Unit Cost 192.00 40.00 20.00 40.00 128.00 40.00 672.00 40.00 8.00 380.00 18.00 90.00 Total Materials cost
Unit days days days
Days Unit Cost 5.00 581.09 5.00 420.44 5.00 325.24 Sub total Labor Expense Total Labor Expense PERCENTAGE MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM 15.00% CP 10.00% SUB TOTAL VAT 5.00% TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost P 3,194.91 P 3,194.91 92,235.00 3,194.91 31,949.10 127,379.01 19,106.85 12,737.90 31,844.75 7,961.19 610.50 40,416.44 167,795.45 7,634.0
Total Cost 7,680.00 800.00 5,120.00 26,880.00 3,040.00 1,620.00 45,140.0 Total Cost 2,905.45 4,204.40 6,504.80 13,614.65 13,614.65 45,140.00 13,614.65 58,754.65 8,813.20 5,875.47 14,688.66 3,672.17 18,360.83 77,115.48 77,115.48
ITEM 403 :
METAL STRUCTURES
A. Materials (F.O.B. @ Project Site) No. Description 1/4"x2"x2"x6m Angle-(Bottom Chord) 1/4"x2"x2"x6m Angle-Rail Post (Vertical bars) 1/4"x2"x2" x6m Angle-Handrail(Top Chord) 6mm"x4"x2"x6m Angle-Channels (C-Rocker) 1/4"x1.5"x1.5"x6m Angle-Diag. Brace 1/4"x2"x2"x6m Angle-Floor Joist 4mmx1.2mx2.40m Checkered Flat Sheet 5.50mm x 1 1/2"x1 1/2" Wire Mesh(4'x8')Steel Matting 16mm0x6m Plain Bars 16mmx.25m Turn buckle 5/8"x14" U-Bolt 5/8"x11/12"Machine Bolt 25mmSuspender Cable 25mmCrossby Clips(Plus Stopper of Hanger) 10mm0Suspender Cable 10mm0 Cross Clips 25mmx6m Anchor Rod with Bolt & Washer Anchor Block (Yakal) Red Oxide Primer Paint Thinner Paint Brush 3" B. Equipment No. Description 1 300 Amp. Welding Machine 1 Chain Block Minor Tools (Electric Drill, Grinder, Cut-off Machine etc.) C.Labor Expenses:(Fabrication and Installation) No. Description 1 Construction Foreman 4 Welder 2 Painters 12 Laborers
SPL-02:
QUANTITY Unit pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs m pcs m pcs pcs pcs gal gal pcs
1.00 Lot Quantity Unit Cost 10.00 1,500.00 7.00 1,500.00 10.00 1,500.00 5.00 2,880.00 15.00 1,120.00 5.00 1,500.00 6.00 5,500.00 2.00 2,500.00 18.00 350.00 18.00 450.00 16.00 450.00 230.00 80.00 100.00 800.00 30.00 600.00 70.00 300.00 24.00 250.00 8.00 700.00 4.00 1,500.00 6.00 600.00 2.00 300.00 3.00 75.00 Total Materials cost
Days 8.50 17.00 Lumpsum Total Equipment Cost
Unit Cost P 1,696.00 P 600.00
Unit days days days days
Days Unit Cost 17.00 581.09 17.00 420.44 17.00 420.44 17.00 325.24 Total Labor Expense PERCENTAGE MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM 15.00% CP 10.00% SUB TOTAL VAT 5.00% TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost 15,000.00 10,500.00 15,000.00 14,400.00 16,800.00 7,500.00 33,000.00 5,000.00 6,300.00 8,100.00 7,200.00 18,400.00 80,000.00 18,000.00 21,000.00 6,000.00 5,600.00 6,000.00 3,600.00 600.00 225.00 298,225.0 Total Cost P 14,416.00 P 10,200.00 P 11,911.25 P 36,527.25 Total Cost 9,878.53 28,589.92 14,294.96 66,348.96 119,112.37 298,225.00 36,527.25 119,112.37 453,864.62 68,079.69 45,386.46 113,466.15 28,366.54 141,832.69 595,697.31 595,697.31
HAULING COST QUANTITY:
1.00 L.S.
A). Materials: Description Freight Portland cement Reinforcing Steel Bar Cargo Truck (Metal Structure Materials) Manual Hauling Portland cement Reinforcing Steel Bar Manual Hauling (Metal Structure Materials)
Unit
Quantity
bags kgs lot
211.00 1,496.54 1.00
52.07 1.30 13,500.00
10,986.77 1,945.50 13,500.00
bags kgs lot
211.00 1,496.54 1.00
150.00 3.75 24,476.45 Material Cost PERCENTAGE
31,650.00 5,612.02 24,476.45 88,170.74
MATERIALS COST TOTAL DIRECT COST CP OCM SUB TOTAL VAT TOTAL INDIRECT COST TOTAL COST
Unit Cost
15.00% 10.00% 5.00%
Total Cost
88,170.74 88,170.74 13,225.61 8,817.07 22,042.69 5,510.67 27,553.36 115,724.10
UNIT COST Prepared By:
115,724.10 Checked by:
RANDY F. COMAHLING Engineer II
JERONELIO A. ORPRECIO Engineer IV
Republic of the Philippines MOUNTAIN PROVINCE BONTOC Office of the Provincial Engineer INDIVIDUAL PROJECT PROGRAM OF WORK DATE PREPARED: NO. OF SPANS: NET LENGTH:
PROJECT NAME: MAKOTTOR FOOTBRIDGE NATONIN
LOCATION: MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE 20% PDF, 2017, 8000-7-3-16 APPROPRIATION ACT: AMOUNT OF APPROPRIATION: P 1,200,000.00 TYPE OF STRUCTURE AND SUPER STRUCTURE: TOPOGRAPHIC LOCATION:
Mountainous
DESIRABLE STARTING DATE:
Upon approval
TYPE OF WORK TO BE DONE UNDER APPROPRIATION Project Billboard/Sign Board Occupational Safety and Health Program Excavation Structure Excavation Reinforcing Steel Bars Structural Concrete Formworks Metal Structure Hauling Cost
72.72% TOTAL DIRECT COST
PREPARED BY:
LIMITS: EXCEPTION: ROAD BED WIDTH: PAVEMENT WIDTH: BRIDGE WIDTH: CLASSIFICATION: NO. OF CALENDAR DAYS TO COMPLETE: 42.50 days
% of Sub-total 0.46% 3.00% 2.91% 1.81% 7.93% 14.72% 6.76% 52.25% 10.15%
Total 100.00% DETAILED ESTIMATE OF PROPOSED WORKS ITEM NO. D E S C R I P T I O N B.5: Project Billboard/Sign Board B.7: Occupational Safety and Health Program 102 Excavation 103 Structure Excavation 404 Reinforcing Steel Bars 405 Structural Concrete SPL 01 Formworks 403 Metal Structure SPL 02 Hauling Cost TOTAL ESTIMATED COST BREAKDOWN OF ESTIMATE EXPENDITURES % of TOTAL A. DIRECT COST COST 1. Labor Cost 19.02% 2.Materials Cost 49.98% 3.Equipment Rental 3.72% 4.Fuel 5.Oil and Lubricants -
Friday, May 05, 2017 LENGTH: METERS
NO.
EQUIPMENT TO BE USED NAME
1 1 lot
UNIT Lot Lot Cu.M. cu.m. Kgs cu.m. Lot Lot L.S.
300 Amp. Welding Machine Chain Block Minor Tools
QUANTITY 1.00 1.00 55.68 34.92 1,496.54 21.98 1.00 1.00 1.00
UNIT COST P 5,250.00 P 34,151.85 P 596.40 P 592.20 P 60.39 P 7,634.01 P 77,115.48 P 595,697.31 P 115,724.10
1,140,000.00 ESTIMATED COST P 228,297.89 P 599,769.18 P 44,587.46 -
P 872,654.53
B. INDIRECT COST 1. Overhead Contingencies and Misc. Expenses ( OCM ) 2. VAT 3. Contractor's Profit 4. Mob. And Demob. 5. Aggregate Tax 6. Excise Tax 7. Engineering Overhead (Salaries of Casuals/Job Orde 8. Administrative Cost (Per Diems and Office Suppli
% of TOTAL COST 10.11%
ESTIMATED COST P 121,304.34
4.52% 7.60% 0.00% 0.00% 0.05% 4.00%
P 54,256.64 P 91,173.99
1.00%
P 12,000.00
27.28% TOTAL INDIRECT COST TOTAL PROJECT COST: 100.00% APPROVAL RECOMMENDED:
RANDY F. COMAHLING Engineer II
TOTAL COST 5,250.00 34,151.85 33,207.61 20,679.63 90,378.59 167,795.45 77,115.48 595,697.31 115,724.10
EDWARD B. LIKIGAN Provincial Engineer
P 0.00 P 610.50 P 48,000.00
P 327,345.47 P 1,200,000.00
CHECKED / SUBMITTED BY:
JERONELIO A. ORPRECIO Engineer IV
APPROVED BY:
BONIFACIO C. LACWASAN JR. Provincial Governor
DETAILED COST ESTIMATES Name of Project:
MAKOTTOR FOOTBRIDGE NATONIN
Location :
MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE
Derivation of Construction Materials I. HARDWARE A. Portland Cement: Bontoc Hardware Average hauling distance Average round trip distance Average traveling speed Average travel time Average loading and unloading time Slack time Maneuvering time Total travel time per trip Working hours per day No. of trips per day Capacity of cargo truck per trip Output of cargo truck per day Rental of cargo truck Freight hauling cost of Cement Manual Hauling of Cement Hauling Distance Round Trip Distance Ave. travel speed Walking Time Loading and Unloading Time Slack time Total Travel Time Working hours per day Number of Trips per Day Capacity of 1 Laborer No. of bags Hauled per Day Laborer Rate of 1 Laborer Unit Delivery Cost B. Reinforcing Steel Bar: Bontoc Hardware Average hauling distance Average round trip distance Average traveling speed Average travel time Average loading and unloading time Slack time Maneuvering time Total travel time per trip Working hours per day No. of trips per day Capacity of cargo truck per trip Output of cargo truck per day Rental of cargo truck Freight hauling cost of RSB Manual Hauling of Cement Hauling Distance Round Trip Distance Ave. travel speed Walking Time Loading and Unloading Time Slack time Total Travel Time Working hours per day Number of Trips per Day Capacity of 1 Laborer No. of kgs Hauled per Day Laborer Rate of 1 Laborer Unit Delivery Cost
P
12.00 24.00 10.00 144.00 240.00 6.00 6.00 396.00 8.00 1.00 120.00 120.00 6,248.00 52.07
km. km. km./hr. min. min. min. min. min. = hrs. trips bags/trip bags /day /bags
6.60
1.80 Km. 3.60 Km. Round trip 2.50 kph loaded and unloaded 86.4 min. 1.2 min. 12.00 min. 1.66 hrs. 8.00 hrs. 4.82 trips 1.00 Bag 5.00 Bags 1.00 317.84 63.57
P
12.00 24.00 10.00 144.00 60.00 6.00 6.00 216.00 8.00 2.00 4,800.00 9,600.00 6,248.00 0.65
km. km. km./hr. min. min. min. min. min. = hrs. trips kgs/trip kgs /day /kgs
3.60
1.80 Km. 3.60 Km. Round trip 2.50 kph loaded and unloaded 86.4 min. 1.2 min. 12.00 min. 1.66 hrs. 8.00 hrs. 4.82 trips 40.00 kgs 193.00 kgs 1.00 317.84 1.65
II. AGGREGATES A. Fine & Coarse Aggregates: Source of Aggregates at Chico River
2. Freight hauling cost from source to nearest access road Average hauling distance Average round trip distance Average traveling speed Average travel time Average loading and unloading time Slack time Maneuvering time Total travel time per trip Working hours per day No. of trips per day Capacity of dump truck per trip Output of dump truck per day Rental of dump truck Freight hauling cost of sand & Gravel
P
12.00 24.00 10.00 144.00 6.00 6.00 6.00 162.00 8.00 3.00 4.50 13.50 5,944.00 440.30
Manual Hauling of Cement Hauling Distance Round Trip Distance Ave. travel speed Walking Time Loading and Unloading Time Slack time Total Travel Time Working hours per day Number of Trips per Day Capacity of 1 Laborer No. of Cu.m. Hauled per Day Laborer Rate of 1 Laborer Unit Delivery Cost Prepared By:
km. km. km./hr. min. min. min. min. min. = hrs. trips cu.m./trip cu.m. /day /cu.m.
2.70
1.80 Km. 3.60 Km. Round trip 2.50 kph loaded and unloaded 86.4 min. 1.2 min. 12.00 min. 1.66 hrs. 8.00 hrs. 4.82 trips 0.027 Cu.m. 0.130 Cu.m. 1.00 317.84 2,444.92 Checked by:
RANDY F. COMAHLING Engineer II
JERONELIO A. ORPRECIO Engineer IV
hrs.
/bag.
hrs.
/kgs
hrs.
/Cu.m.
COMPUTATION OF QUANTITIES 102 EXCAVATION No. 1
SET NO. 1
DESCRIPTION Excavation
LENGTH ( M. ) 3.00
End Area ( M². ) 18.56
VOLUME ( M³ ) 55.68 55.68
103 STRUCTURAL EXCAVATION No. 1
SET NO. 2 2
DESCRIPTION Column Footing Anchor Footing
LENGTH ( M. ) 3.00 3.00
WIDTH ( M. ) 1.40 1.80
DEPTH ( M. ) 1.20 2.30
VOLUME ( M³ ) 10.08 24.84 34.92
404 REINFORCING STEEL BARS Bar No.
NO. of PCS per 6M RSB
Required NO. of Bars/Set
Total Required NO. of Bars
NO.of 6M RSB
4.80
1
10
40
40
4
1.40
4
31
124
31
2
3.00
2
16
32
16
2
3.30
1
15
30
30
R1
4
3.80
1
4
16
16
R2
4
4.00
1
2
8
8
R3
4
4.30
1
2
8
8
R4
4
4.50
1
4
16
16
R5
2
3.00
2
7
14
7
R6
2
1.80
4
4
8
2
4
2.90
2
22
88
44
Beam(Main Bars)
2
2.80
2
6
12
6
Stirrups
2
1.00
6
20
40
7
SET
LENGTH
WIDTH
DEPTH
VOLUME
NO.
( M. )
( M. )
( M. )
( M³ )
SET
LENGTH
NO.
( M. )
Column(Main Bars)
4
Lateral Ties Column Footing
DESCRIPTION
1
2
Ties 3
Anchor Footing Main Bar
Ties BEAM 4
405 STRUCTURAL CONCRETE No.
DESCRIPTION
1 2
Column Footing Anchor Footing
2 2
3.00 3.00
1.40 1.80
0.50 0.80
4.20 8.64
3 4 5
Column Anchor Beam
4 4 2
3.70 2.30 2.80
0.45 0.80 0.30
0.40 0.80 0.35
2.66 5.89 0.59
TOTAL =
21.98
504 GROUTED RIPRAP HEIGHT
BASE
TOP
LENGTH
END AREA
AVE. END AREA
VOLUME
DESCRIPTION
( M. )
( M. )
( M. )
( M. )
( SQ.M. )
( SQ.M. )
( M³ )
1
STA. 0+00 STA. 0+16
3.5 3.5
1.2 1.2
0.5 0.5
0.00 16.00
2.98 2.98
0.00 2.98
0.00 47.60
2
STA. 0+00 STA. 0+20
3 3
1.2 1.2
0.5 0.5
0.00 20.00
2.55 2.55
0.00 2.55
0.00 51.00
TOTAL =
98.60
No.
NO.of 6M RSB to be Purchased
Size of RSB
Wt. of 6M RSB
Wt. of RSB
40
16mm
9.474
378.96
31
10mm
3.696
114.58
16
16mm
9.474
151.58
30
10mm
3.696
110.88
Remarks
40pcs. @ 1.2m excess will be used for Footing RSB 28.93333
This will complete the other 16pcs. @ 1 30pcs. @ 2.7m excess will be used for Stirrups
0 16
16mm
9.474
151.58
8
16mm
9.474
75.79
8
16mm
9.474
75.79
8pcs. @ 1.7m excess will be used for
16
16mm
9.474
151.58
16pcs. @ 1.5m excess will be used for
7
16mm
9.474
66.32
2
16mm
9.474
44
10mm
3.696
162.62
6
16mm
9.474
56.84
7
10mm
3.696 Total=
16pcs. @ 2.2m excess will be used for 8pcs. @ 2.0m excess will be used for R6
1496.54 Kgs
117 16mm 105 10mm
4.9
ss will be used for Footing RSB
complete the other 16pcs. @ 1m for Footing RSB
ss will be used for
will be used for
ss will be used for
DERIVATION OF MATERIAL COST MAKOTTOR FOOTBRIDGE NATONIN MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE SOURCE OF AGGREGATES : Makottor River Sand Gravel Prevailing Prices at the Locality Maducayan River to Project Site 25 / Can 1.00 Cu.m. Unit Delivery Cost at project site 1,300.00 /Cu.m.
52.00 Cans
PORTLAND CEMENT I. PREVAILING PICK-UP PRICE Cement 260 / bag 2. HAULING Source Santiago Hardware= 182 Kms. Round trip Ave. travel speed = 18.75 kph loaded and unloaded Ave. Travel Time = 582.4 min. Loading time = 60 min. Unloading time = 60 min. Slack time = 6 min. maneuvering time = 6 min. Total travel time in min. = 714.4 min. Total travel time in hrs. = 11.91 hr. capacity of Cargo Truck= 120.00 bags No. of trips per day = 0.67 trips say 1.00 trips # of Bags delivered per day /CT = 120.0 bags Rental of cargo-truck 1 6,248.00 Unit Delivery Cost 52.07 Total Unit price delivered = 52.07 /Bag 3. MANUAL HAULING OF CEMENT Prevailing Price of cement manual hauling in the Locality Saliok-Macottor 150 / bag REINFORCING STEEL BARS I. PREVAILING PICK-UP PRICE
38 / Kg
2. HAULING Source Santiago Hardware= Ave. travel speed = Ave. Travel Time = Loading time = Unloading time = Slack time = maneuvering time = Total travel time in min. = Total travel time in hrs. = capacity of Cargo Truck= No. of trips per day = # of Kgs delivered per day /CT = Rental of cargo-truck Unit Delivery Cost
182 18.75 582.4 30 30 6 6 654.4 10.91 4800.00 0.73 4800.0 1
Kms. Round trip kph loaded and unloaded min. min. min. min. min. min. hr. Kgs. trips say 1.00 trips Kgs 6,248.00 1.30 Total Unit price delivered = 1.30 /Kg.
3. MANUAL HAULING OF RSB Prevailing Price of RSB manual Hauling in the Locality Saliok-Macottor 3.75 / Kgs
Summary of Duration of Hauling of Materials Portland cement Reinforcing Steel Bar
Unit bags kgs
Quantity 211.00 1,496.54
# of Trips Cargo Truck 2.00 1.00 1.00 1.00
Days 2.00 1.00
Manual Hauling of Materials to Project Site Portland cement Reinforcing Steel Bar
Prepared By:
Unit bags kgs
Quantity 211.00 1,496.54
# of Trips # of Laborers 2.00 12.00 2.00 12.00
Checked / Submitted By:
RANDY F. COMAHLING Engineer II
JERONELIO A. ORPRECIO Engineer IV
Days 9.00 2.00 14.00
PROJECT BILLBOARD/SIGN BOARD
A). Materials:
B.7: A. Materials No.
B. Labor: No. 1
ITEM 102:
Description Tarpaulin (8'x8')with stand & frame
Safety Helmet Safety Gloves Safety Rubber Boots Emergency Medicines
First Aider
1.00 L.S. Unit lot
OCCUPATIONAL SAFETY AND HEALTH PROGRAM Quantity =
MATERIALS COST LABOR COST TOTAL DIRECT COST VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Description
Unit days
Quantity =
Total Cost 5,000.00 5,000.00 5,000.00 5,000.00 250.00 250.00 5,250.00 5,250.00
Days 42.50
Unit Cost 420.44 Labor Cost PERCENTAGE
10.00% 5.00%
Total Cost 4,200.00 1,500.00 4,200.00 1,800.00 11,700.00 Total Cost 17,868.70 17,868.70 11,700.00 17,868.70 29,568.70 2,956.87 2,956.87 1,626.28 4,583.15 34,151.85 34,151.85
55.68 Cu.M.
Productivity = Required Manday = Employing =
B. Equipment Expenses:
5.00%
Quantity Unit Cost 10.00 420.00 10.00 150.00 10.00 420.00 1.00 1,800.00 Total materials
MATERIALS COST LABOR COST TOTAL DIRECT COST CP SUB-TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Description
Unit Cost lumpsum Total Cost
1.00 L.S. Unit pcs. pairs set lot
EXCAVATION
Construction Foreman Laborers
Quantity 1
Description
A. Labor:
No. 1 10
Quantity =
Unit days days
1.00 Cu.M./man-day 56.00 10.00 Laborers 5.60 Days 6.00 Say Days 6.00 581.09 6.00 325.24 Labor Cost
Minor Tools
(Lumpsum) MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB-TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost 3,486.54 19,514.40 23,000.94 P 2,300.09
PERCENTAGE
15.00% 10.00% 5.00%
2,300.09 23,000.94 25,301.03 3,795.16 2,530.10 6,325.26 1,581.31 7,906.57 33,207.61 596.40
ITEM 103:
STRUCTURE EXCAVATION
Quantity =
A. Labor:
No. 1 8
Productivity = Required Manday = Employing =
Construction Foreman Laborers
B. Equipment Expenses:
ITEM 404:
34.92 Cu.M.
Description
Unit days days Minor Tools
REINFORCING STEEL BARS (Footing and Column) Quantity Productivity = Required Manday =
(Lumpsum) MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB-TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost 2,614.91 11,708.64 14,323.55 P 1,432.36
PERCENTAGE
15.00% 10.00% 5.00%
1,432.36 14,323.55 15,755.91 2,363.39 1,575.59 3,938.98 984.74 4,923.72 20,679.63 592.20
1,496.54 kgs. 750.00 Kgs./Crew 2.00 Days 2.00 Say
A. Materials (F.O.B. @ Project Site) No. Description 117 16 mm dia. X 6.0 m RSB 105 10 mm dia. X 6.0 m RSB Hacksaw Blade #16 Tie wires
Unit kgs. kgs. pcs. kgs.
C.Labor Expenses:(Fabrication and Installation) No. Description 1 Construction Foreman 2 Steelmen 2 Skilled Laborer 6 Laborers
Unit days days days days
B. Equipment No. Description 1 Bar Bender 1 Bar Cutter Minor Tools
1.00 Cu.M./man-day 34.92 8.00 Laborers 4.37 Days 4.50 Say Days Unit Cost 4.50 581.09 4.50 325.24 Labor Cost
Quantity Unit Cost 1,108.46 38.00 388.08 38.00 5.00 90.00 22.00 90.00 Total materials Days Unit Cost 2.00 581.09 2.00 420.44 2.00 420.44 2.00 325.24 Total Labor Expense
Days P 2.00 P 2.00 Lumpsum Total Equipment Cost MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB TOTAL VAT TOTAL INDIRECT COST TOTAL COST UNIT COST of Item 404
Unit Cost P 35.00 P 110.00
PERCENTAGE
15.00% 10.00% 5.00%
Total Cost 42,121.40 14,747.04 450.00 1,980.00 59,298.44 Total Cost 1,162.18 1,681.76 1,681.76 3,902.88 8,428.58 Total Cost P 70.00 P 220.00 P 842.86 P 1,132.86 59,298.44 1,132.86 8,428.58 68,859.88 10,328.98 6,885.99 17,214.97 4,303.74 21,518.71 90,378.59 60.39
ITEM 405:
STRUCTURAL CONCRETE (Footing, Column & Beam)
Quantity Productivity for Footing Productivity for Column & Bean A. Materials: Portland cement Fine sand Gravel
Description
B. Labor Expenses: (Batching, Casting - in Place, & Curing) No. Description 1 Construction Foreman 2 Skilled Laborer 12 Laborers C. Equipment No. Description Minor Tools (Pails ,Mixing Board etc.)
ITEM SPL 01: FORMWORKS A. Materials (F.O.B. @ Project Site) No. Description 16 1"x12"x12' Form Lumbers 2 1"x12"x10' Form Lumbers 16 1"x 8"x12' Form Lumbers 112 2"x 3"x12' Form Support & Scaffolds 1/4" Thick Ordinary Plywood Assorted C.W. Nail B. Labor Expenses: No. Description 1 Construction Foreman 2 Carpenters 4 Laborers
4.20 2.66 0.59 8.64 5.89 21.98 5.20 2.80
Column Footing Column Beam Anchor Footing Anchor Cu.m. cu.m. /day cu.m. /day
Unit bags cum cum
Quantity 211.00 11.00 17.75
Unit Cost 260.00 1,300.00 1,300.00 Material Cost
Total Cost 54,860.00 14,300.00 23,075.00 92,235.00
Unit days days days
Days 6.00 6.00 6.00
Unit Cost 581.09 420.44 325.24 Labor Cost
Total Cost 3,486.54 5,045.28 23,417.28 31,949.10
Days Lumpsum Total Equipment Cost MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM CP SUB TOTAL VAT Excise tax TOTAL INDIRECT COST TOTAL COST UNIT COST Quantity
Unit Cost PERCENTAGE
15.00% 10.00% 5.00% 2%
1.00
Lot
Unit bd.ft. bd.ft. bd.ft. bd.ft. pcs kls.
Quantity Unit Cost 192.00 40.00 20.00 40.00 128.00 40.00 672.00 40.00 8.00 380.00 18.00 90.00 Total Materials cost
Unit days days days
Days Unit Cost 5.00 581.09 5.00 420.44 5.00 325.24 Sub total Labor Expense Total Labor Expense PERCENTAGE MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM 15.00% CP 10.00% SUB TOTAL VAT 5.00% TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost P 3,194.91 P 3,194.91 92,235.00 3,194.91 31,949.10 127,379.01 19,106.85 12,737.90 31,844.75 7,961.19 610.50 40,416.44 167,795.45 7,634.0
Total Cost 7,680.00 800.00 5,120.00 26,880.00 3,040.00 1,620.00 45,140.0 Total Cost 2,905.45 4,204.40 6,504.80 13,614.65 13,614.65 45,140.00 13,614.65 58,754.65 8,813.20 5,875.47 14,688.66 3,672.17 18,360.83 77,115.48 77,115.48
ITEM 403 :
METAL STRUCTURES
A. Materials (F.O.B. @ Project Site) No. Description 1/4"x2"x2"x6m Angle-(Bottom Chord) 1/4"x2"x2"x6m Angle-Rail Post (Vertical bars) 1/4"x2"x2" x6m Angle-Handrail(Top Chord) 6mm"x4"x2"x6m Angle-Channels (C-Rocker) 1/4"x1.5"x1.5"x6m Angle-Diag. Brace 1/4"x2"x2"x6m Angle-Floor Joist 4mmx1.2mx2.40m Checkered Flat Sheet 5.50mm x 1 1/2"x1 1/2" Wire Mesh(4'x8')Steel Matting 16mm0x6m Plain Bars 16mmx.25m Turn buckle 5/8"x14" U-Bolt 5/8"x11/12"Machine Bolt 25mmSuspender Cable 25mmCrossby Clips(Plus Stopper of Hanger) 10mm0Suspender Cable 10mm0 Cross Clips 25mmx6m Anchor Rod with Bolt & Washer Anchor Block (Yakal) Red Oxide Primer Paint Thinner Paint Brush 3" B. Equipment No. Description 1 300 Amp. Welding Machine 1 Chain Block Minor Tools (Electric Drill, Grinder, Cut-off Machine etc.) C.Labor Expenses:(Fabrication and Installation) No. Description 1 Construction Foreman 4 Welder 2 Painters 12 Laborers
SPL-02:
QUANTITY Unit pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs m pcs m pcs pcs pcs gal gal pcs
1.00 Lot Quantity Unit Cost 10.00 1,500.00 7.00 1,500.00 10.00 1,500.00 5.00 2,880.00 15.00 1,120.00 5.00 1,500.00 6.00 5,500.00 2.00 2,500.00 18.00 350.00 18.00 450.00 16.00 450.00 230.00 80.00 100.00 800.00 30.00 600.00 70.00 300.00 24.00 250.00 8.00 700.00 4.00 1,500.00 6.00 600.00 2.00 300.00 3.00 75.00 Total Materials cost
Days 8.50 17.00 Lumpsum Total Equipment Cost
Unit Cost P 1,696.00 P 600.00
Unit days days days days
Days Unit Cost 17.00 581.09 17.00 420.44 17.00 420.44 17.00 325.24 Total Labor Expense PERCENTAGE MATERIALS COST EQUIPMENT COST LABOR COST TOTAL DIRECT COST OCM 15.00% CP 10.00% SUB TOTAL VAT 5.00% TOTAL INDIRECT COST TOTAL COST UNIT COST
Total Cost 15,000.00 10,500.00 15,000.00 14,400.00 16,800.00 7,500.00 33,000.00 5,000.00 6,300.00 8,100.00 7,200.00 18,400.00 80,000.00 18,000.00 21,000.00 6,000.00 5,600.00 6,000.00 3,600.00 600.00 225.00 298,225.0 Total Cost P 14,416.00 P 10,200.00 P 11,911.25 P 36,527.25 Total Cost 9,878.53 28,589.92 14,294.96 66,348.96 119,112.37 298,225.00 36,527.25 119,112.37 453,864.62 68,079.69 45,386.46 113,466.15 28,366.54 141,832.69 595,697.31 595,697.31
HAULING COST QUANTITY:
1.00 L.S.
A). Materials: Description Freight Portland cement Reinforcing Steel Bar Cargo Truck (Metal Structure Materials) Manual Hauling Portland cement Reinforcing Steel Bar Manual Hauling (Metal Structure Materials)
Unit
Quantity
bags kgs lot
211.00 1,496.54 1.00
52.07 1.30 13,500.00
10,986.77 1,945.50 13,500.00
bags kgs lot
211.00 1,496.54 1.00
150.00 3.75 24,476.45 Material Cost PERCENTAGE
31,650.00 5,612.02 24,476.45 88,170.74
MATERIALS COST TOTAL DIRECT COST CP OCM SUB TOTAL VAT TOTAL INDIRECT COST TOTAL COST
Unit Cost
15.00% 10.00% 5.00%
Total Cost
88,170.74 88,170.74 13,225.61 8,817.07 22,042.69 5,510.67 27,553.36 115,724.10
UNIT COST Prepared By:
115,724.10 Checked by:
RANDY F. COMAHLING Engineer II
JERONELIO A. ORPRECIO Engineer IV
Republic of the Philippines MOUNTAIN PROVINCE BONTOC Office of the Provincial Engineer INDIVIDUAL PROJECT PROGRAM OF WORK DATE PREPARED: NO. OF SPANS: NET LENGTH:
PROJECT NAME: MAKOTTOR FOOTBRIDGE NATONIN
LOCATION: MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE 20% PDF, 2017, 8000-7-3-16 APPROPRIATION ACT: AMOUNT OF APPROPRIATION: P 1,200,000.00 TYPE OF STRUCTURE AND SUPER STRUCTURE: TOPOGRAPHIC LOCATION:
Mountainous
DESIRABLE STARTING DATE:
Upon approval
TYPE OF WORK TO BE DONE UNDER APPROPRIATION Project Billboard/Sign Board Occupational Safety and Health Program Excavation Structure Excavation Reinforcing Steel Bars Structural Concrete Formworks Metal Structure Hauling Cost
72.72% TOTAL DIRECT COST
PREPARED BY:
LIMITS: EXCEPTION: ROAD BED WIDTH: PAVEMENT WIDTH: BRIDGE WIDTH: CLASSIFICATION: NO. OF CALENDAR DAYS TO COMPLETE: 42.50 days
% of Sub-total 0.46% 3.00% 2.91% 1.81% 7.93% 14.72% 6.76% 52.25% 10.15%
Total 100.00% DETAILED ESTIMATE OF PROPOSED WORKS ITEM NO. D E S C R I P T I O N B.5: Project Billboard/Sign Board B.7: Occupational Safety and Health Program 102 Excavation 103 Structure Excavation 404 Reinforcing Steel Bars 405 Structural Concrete SPL 01 Formworks 403 Metal Structure SPL 02 Hauling Cost TOTAL ESTIMATED COST BREAKDOWN OF ESTIMATE EXPENDITURES % of TOTAL A. DIRECT COST COST 1. Labor Cost 19.02% 2.Materials Cost 49.98% 3.Equipment Rental 3.72% 4.Fuel 5.Oil and Lubricants -
Friday, May 05, 2017 LENGTH: METERS
NO.
EQUIPMENT TO BE USED NAME
1 1 lot
UNIT Lot Lot Cu.M. cu.m. Kgs cu.m. Lot Lot L.S.
300 Amp. Welding Machine Chain Block Minor Tools
QUANTITY 1.00 1.00 55.68 34.92 1,496.54 21.98 1.00 1.00 1.00
UNIT COST P 5,250.00 P 34,151.85 P 596.40 P 592.20 P 60.39 P 7,634.01 P 77,115.48 P 595,697.31 P 115,724.10
1,140,000.00 ESTIMATED COST P 228,297.89 P 599,769.18 P 44,587.46 -
P 872,654.53
B. INDIRECT COST 1. Overhead Contingencies and Misc. Expenses ( OCM ) 2. VAT 3. Contractor's Profit 4. Mob. And Demob. 5. Aggregate Tax 6. Excise Tax 7. Engineering Overhead (Salaries of Casuals/Job Orde 8. Administrative Cost (Per Diems and Office Suppli
% of TOTAL COST 10.11%
ESTIMATED COST P 121,304.34
4.52% 7.60% 0.00% 0.00% 0.05% 4.00%
P 54,256.64 P 91,173.99
1.00%
P 12,000.00
27.28% TOTAL INDIRECT COST TOTAL PROJECT COST: 100.00% APPROVAL RECOMMENDED:
RANDY F. COMAHLING Engineer II
TOTAL COST 5,250.00 34,151.85 33,207.61 20,679.63 90,378.59 167,795.45 77,115.48 595,697.31 115,724.10
EDWARD B. LIKIGAN Provincial Engineer
P 0.00 P 610.50 P 48,000.00
P 327,345.47 P 1,200,000.00
CHECKED / SUBMITTED BY:
JERONELIO A. ORPRECIO Engineer IV
APPROVED BY:
BONIFACIO C. LACWASAN JR. Provincial Governor
DETAILED COST ESTIMATES Name of Project:
MAKOTTOR FOOTBRIDGE NATONIN
Location :
MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE
Derivation of Construction Materials I. HARDWARE A. Portland Cement: Bontoc Hardware Average hauling distance Average round trip distance Average traveling speed Average travel time Average loading and unloading time Slack time Maneuvering time Total travel time per trip Working hours per day No. of trips per day Capacity of cargo truck per trip Output of cargo truck per day Rental of cargo truck Freight hauling cost of Cement Manual Hauling of Cement Hauling Distance Round Trip Distance Ave. travel speed Walking Time Loading and Unloading Time Slack time Total Travel Time Working hours per day Number of Trips per Day Capacity of 1 Laborer No. of bags Hauled per Day Laborer Rate of 1 Laborer Unit Delivery Cost B. Reinforcing Steel Bar: Bontoc Hardware Average hauling distance Average round trip distance Average traveling speed Average travel time Average loading and unloading time Slack time Maneuvering time Total travel time per trip Working hours per day No. of trips per day Capacity of cargo truck per trip Output of cargo truck per day Rental of cargo truck Freight hauling cost of RSB Manual Hauling of Cement Hauling Distance Round Trip Distance Ave. travel speed Walking Time Loading and Unloading Time Slack time Total Travel Time Working hours per day Number of Trips per Day Capacity of 1 Laborer No. of kgs Hauled per Day Laborer Rate of 1 Laborer Unit Delivery Cost
P
12.00 24.00 10.00 144.00 240.00 6.00 6.00 396.00 8.00 1.00 120.00 120.00 6,248.00 52.07
km. km. km./hr. min. min. min. min. min. = hrs. trips bags/trip bags /day /bags
6.60
1.80 Km. 3.60 Km. Round trip 2.50 kph loaded and unloaded 86.4 min. 1.2 min. 12.00 min. 1.66 hrs. 8.00 hrs. 4.82 trips 1.00 Bag 5.00 Bags 1.00 317.84 63.57
P
12.00 24.00 10.00 144.00 60.00 6.00 6.00 216.00 8.00 2.00 4,800.00 9,600.00 6,248.00 0.65
km. km. km./hr. min. min. min. min. min. = hrs. trips kgs/trip kgs /day /kgs
3.60
1.80 Km. 3.60 Km. Round trip 2.50 kph loaded and unloaded 86.4 min. 1.2 min. 12.00 min. 1.66 hrs. 8.00 hrs. 4.82 trips 40.00 kgs 193.00 kgs 1.00 317.84 1.65
II. AGGREGATES A. Fine & Coarse Aggregates: Source of Aggregates at Chico River
2. Freight hauling cost from source to nearest access road Average hauling distance Average round trip distance Average traveling speed Average travel time Average loading and unloading time Slack time Maneuvering time Total travel time per trip Working hours per day No. of trips per day Capacity of dump truck per trip Output of dump truck per day Rental of dump truck Freight hauling cost of sand & Gravel
P
12.00 24.00 10.00 144.00 6.00 6.00 6.00 162.00 8.00 3.00 4.50 13.50 5,944.00 440.30
Manual Hauling of Cement Hauling Distance Round Trip Distance Ave. travel speed Walking Time Loading and Unloading Time Slack time Total Travel Time Working hours per day Number of Trips per Day Capacity of 1 Laborer No. of Cu.m. Hauled per Day Laborer Rate of 1 Laborer Unit Delivery Cost Prepared By:
km. km. km./hr. min. min. min. min. min. = hrs. trips cu.m./trip cu.m. /day /cu.m.
2.70
1.80 Km. 3.60 Km. Round trip 2.50 kph loaded and unloaded 86.4 min. 1.2 min. 12.00 min. 1.66 hrs. 8.00 hrs. 4.82 trips 0.027 Cu.m. 0.130 Cu.m. 1.00 317.84 2,444.92 Checked by:
RANDY F. COMAHLING Engineer II
JERONELIO A. ORPRECIO Engineer IV
hrs.
/bag.
hrs.
/kgs
hrs.
/Cu.m.
COMPUTATION OF QUANTITIES 102 EXCAVATION No. 1
SET NO. 1
DESCRIPTION Excavation
LENGTH ( M. ) 3.00
End Area ( M². ) 18.56
VOLUME ( M³ ) 55.68 55.68
103 STRUCTURAL EXCAVATION No. 1
SET NO. 2 2
DESCRIPTION Column Footing Anchor Footing
LENGTH ( M. ) 3.00 3.00
WIDTH ( M. ) 1.40 1.80
DEPTH ( M. ) 1.20 2.30
VOLUME ( M³ ) 10.08 24.84 34.92
404 REINFORCING STEEL BARS Bar No.
NO. of PCS per 6M RSB
Required NO. of Bars/Set
Total Required NO. of Bars
NO.of 6M RSB
4.80
1
10
40
40
4
1.40
4
31
124
31
2
3.00
2
16
32
16
2
3.30
1
15
30
30
R1
4
3.80
1
4
16
16
R2
4
4.00
1
2
8
8
R3
4
4.30
1
2
8
8
R4
4
4.50
1
4
16
16
R5
2
3.00
2
7
14
7
R6
2
1.80
4
4
8
2
4
2.90
2
22
88
44
Beam(Main Bars)
2
2.80
2
6
12
6
Stirrups
2
1.00
6
20
40
7
SET
LENGTH
WIDTH
DEPTH
VOLUME
NO.
( M. )
( M. )
( M. )
( M³ )
SET
LENGTH
NO.
( M. )
Column(Main Bars)
4
Lateral Ties Column Footing
DESCRIPTION
1
2
Ties 3
Anchor Footing Main Bar
Ties BEAM 4
405 STRUCTURAL CONCRETE No.
DESCRIPTION
1 2
Column Footing Anchor Footing
2 2
3.00 3.00
1.40 1.80
0.50 0.80
4.20 8.64
3 4 5
Column Anchor Beam
4 4 2
3.70 2.30 2.80
0.45 0.80 0.30
0.40 0.80 0.35
2.66 5.89 0.59
TOTAL =
21.98
504 GROUTED RIPRAP HEIGHT
BASE
TOP
LENGTH
END AREA
AVE. END AREA
VOLUME
DESCRIPTION
( M. )
( M. )
( M. )
( M. )
( SQ.M. )
( SQ.M. )
( M³ )
1
STA. 0+00 STA. 0+16
3.5 3.5
1.2 1.2
0.5 0.5
0.00 16.00
2.98 2.98
0.00 2.98
0.00 47.60
2
STA. 0+00 STA. 0+20
3 3
1.2 1.2
0.5 0.5
0.00 20.00
2.55 2.55
0.00 2.55
0.00 51.00
TOTAL =
98.60
No.
NO.of 6M RSB to be Purchased
Size of RSB
Wt. of 6M RSB
Wt. of RSB
40
16mm
9.474
378.96
31
10mm
3.696
114.58
16
16mm
9.474
151.58
30
10mm
3.696
110.88
Remarks
40pcs. @ 1.2m excess will be used for Footing RSB 28.93333
This will complete the other 16pcs. @ 1 30pcs. @ 2.7m excess will be used for Stirrups
0 16
16mm
9.474
151.58
8
16mm
9.474
75.79
8
16mm
9.474
75.79
8pcs. @ 1.7m excess will be used for
16
16mm
9.474
151.58
16pcs. @ 1.5m excess will be used for
7
16mm
9.474
66.32
2
16mm
9.474
44
10mm
3.696
162.62
6
16mm
9.474
56.84
7
10mm
3.696 Total=
16pcs. @ 2.2m excess will be used for 8pcs. @ 2.0m excess will be used for R6
1496.54 Kgs
117 16mm 105 10mm
4.9
ss will be used for Footing RSB
complete the other 16pcs. @ 1m for Footing RSB
ss will be used for
will be used for
ss will be used for
DERIVATION OF MATERIAL COST MAKOTTOR FOOTBRIDGE NATONIN MAKOTTOR, SALIOK, NATONIN, MOUNTAIN PROVINCE SOURCE OF AGGREGATES : Makottor River Sand Gravel Prevailing Prices at the Locality Maducayan River to Project Site 25 / Can 1.00 Cu.m. Unit Delivery Cost at project site 1,300.00 /Cu.m.
52.00 Cans
PORTLAND CEMENT I. PREVAILING PICK-UP PRICE Cement 260 / bag 2. HAULING Source Santiago Hardware= 182 Kms. Round trip Ave. travel speed = 18.75 kph loaded and unloaded Ave. Travel Time = 582.4 min. Loading time = 60 min. Unloading time = 60 min. Slack time = 6 min. maneuvering time = 6 min. Total travel time in min. = 714.4 min. Total travel time in hrs. = 11.91 hr. capacity of Cargo Truck= 120.00 bags No. of trips per day = 0.67 trips say 1.00 trips # of Bags delivered per day /CT = 120.0 bags Rental of cargo-truck 1 6,248.00 Unit Delivery Cost 52.07 Total Unit price delivered = 52.07 /Bag 3. MANUAL HAULING OF CEMENT Prevailing Price of cement manual hauling in the Locality Saliok-Macottor 150 / bag REINFORCING STEEL BARS I. PREVAILING PICK-UP PRICE
38 / Kg
2. HAULING Source Santiago Hardware= Ave. travel speed = Ave. Travel Time = Loading time = Unloading time = Slack time = maneuvering time = Total travel time in min. = Total travel time in hrs. = capacity of Cargo Truck= No. of trips per day = # of Kgs delivered per day /CT = Rental of cargo-truck Unit Delivery Cost
182 18.75 582.4 30 30 6 6 654.4 10.91 4800.00 0.73 4800.0 1
Kms. Round trip kph loaded and unloaded min. min. min. min. min. min. hr. Kgs. trips say 1.00 trips Kgs 6,248.00 1.30 Total Unit price delivered = 1.30 /Kg.
3. MANUAL HAULING OF RSB Prevailing Price of RSB manual Hauling in the Locality Saliok-Macottor 3.75 / Kgs
Summary of Duration of Hauling of Materials Portland cement Reinforcing Steel Bar
Unit bags kgs
Quantity 211.00 1,496.54
# of Trips Cargo Truck 2.00 1.00 1.00 1.00
Days 2.00 1.00
Manual Hauling of Materials to Project Site Portland cement Reinforcing Steel Bar
Prepared By:
Unit bags kgs
Quantity 211.00 1,496.54
# of Trips # of Laborers 2.00 12.00 2.00 12.00
Checked / Submitted By:
RANDY F. COMAHLING Engineer II
JERONELIO A. ORPRECIO Engineer IV
Days 9.00 2.00 14.00
Related Documents
Oficio Suspension
February 2021 1
Acta De Suspension De Obra
February 2021 0
Suspension De La Relacion Laboral.doc
January 2021 1
The Chair Suspension
January 2021 2
Acta De Suspension
February 2021 0
Tcdsb Suspension Policy.pdf
January 2021 2More Documents from "CityNewsToronto"
Don Quijote Rezumat Pe Scurt
March 2021 0