highway estimate

Download highway estimate

Post on 03-Nov-2014

41 views

Category:

Documents

1 download

Embed Size (px)

TRANSCRIPT

<p>REBARS AND CONCRETE COMPUTATIONS Name of Work Item Unit of Measurement Output per hour 500-3 RCCP (36"dia) - 910 mm L.m. 16.00</p> <p>Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers</p> <p>No. of Person</p> <p>No. of Hours</p> <p>Hourly Rate</p> <p>Amount</p> <p>1 2 4</p> <p>1 1 1</p> <p>83.00 60.00 46.00</p> <p>83.00 120.00 184.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. Backhoe - 0.80 cu.m. b. Plate Compactor Minor Tools (10% of Labor) 1 1 1 1 1,537.00 123.00 38.70 No. of Units No. of Hours Hourly Rate</p> <p>387.00 Amount</p> <p>1,537.00 123.00 38.70</p> <p>Sub Total for 2 Total (1+2) Output per hour = 16.00 L.m. per hour Name and Specification 3. Materials a. Portland Cement b. Sand c. R.C. Pipes (910 mm dia.) bag cu.m. pcs. 1 0.06 1 195.00 350.00 2,580.00 Unit Quantity Unit Cost</p> <p>1,698.70 2,085.70 130.36 Amount</p> <p>195.00 21.00 2,580.00</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP/MOB. &amp; DEMOB. Vat Total Unit Cost</p> <p>0.17 0.12</p> <p>2,796.00 2,926.36 500.88 413.67 3,840.91</p> <p>PREPARED BY: JANINE LEAH C. BIENDIMA</p> <p>CHECKED BY: RITCHIE C. MALASAN</p> <p>BSCE4-1</p> <p>INSTRUCTOR</p> <p>Republic of The Philippines Department of Public Works and Highways Nueva Ecija 1 st District Engineering Office OFFICE OF THE DISTRICT ENGINEER Region III Talavera, Nueva Ecija Date PROGRAM OF WORK/BUDGET COST FOR ROADS AND BRIDGES Name of Project : Proposed 8km Roadway Pantabangan, Nueva Ecija Project No: Location: Pantabangan, Nueva Ecija Appropriation: P 16,118,000.00 Classification: National Road Source of fund: Regular Infra 2012 Limits: Sta. 131 + 000 - Sta. 137 + 000 Roadbed Width: Pavement Width: Bridge Width: Type of Sub. Structure: Type of Superstructure: No. of Span: No. of Pier: Date Started: No. of days to Complete: 9.20 meters 7.20 meters</p> <p>Total Length:</p> <p>7,000.00 L.m.</p> <p>215 Calendar Days EQUIPMENT DESCRIPTION/Nos. 1-Motorized Road Grader 1-Tandem Steel Roller 1-Vibratory Roller 1-6 Wheeler Truck 1-Water Truck 1-Set Applicator Machine 1-Asphalt Distributor 1-Power Broom 1-Asphalt Paver 1-Pneumatic Roller ESTIMATED COST OF PROPOSED PROJECT DIRECT COST QUANTITY UNIT COST TOTAL 28,000.00 1,400.00 35.28 50,400.00 18.01 871.97 67,350.33 755.88 1,412.32 Sub Total A 92,530.74 337,831.94 8,241.87 6,068,328.44 Sub Total B 504,280.00 1,220,758.00 2,376,119.64 38,096,352.00 115,224,522.65 157,422,032.29 92,530.74 337,831.94 8,241.87 6,068,328.44 6,506,932.99</p> <p>100.00% Spec's DESCRIPTION ITEM NO. A. K0274+000 - K0276+000 105 201 302 310a 612 B. 1 2 3 4 Subgrade Preparation Aggregate Base Course Bituminous Tack Coat SS-1 Bituminous Concrete Surface Course (50 mm) Reflectorized Thermoplastic Pavement Markings Other General Requirements Construction Safety and Health Traffic Control and Management Project Signboard Mobilization/Demobilization UNIT sq.m. cu.m. m.t. sq.m. sq.m.</p> <p>81,585.28</p> <p>l.s. l.s. set l.s.</p> <p>1.00 1.00 1.00 1.00</p> <p>BREAKDOWN OF EXPENDITURES 1. Labor _______ Mandays 2. Materials: 3. Rental of Equipment: 4. Fuel Oil, Spare Parts &amp; Maint. of Equipment: 5. Mark Up &amp; Vat: 6. Overhead 7. TOTAL: % OF TOTAL A. Direct Cost Sub-Total : B. Const. Engineering 3.0% : C. Tools &amp; Miscellaneous : D. Contingencies : E. Quality Control : F. Project Supervision : G. Project Sup't. (Leave Res'd) : H. Total Estimated Cost : 163,928,965.29 483,540.00</p> <p>16,118,000.00</p> <p>164,412,505.29</p> <p>PREPARED BY: JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>CHECKED BY: RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Subgrade Preparation sq.m. 300.00</p> <p>Designation 1. Labor a. Construction Foreman b. Laborers</p> <p>No. of Person</p> <p>No. of Hours</p> <p>Hourly Rate</p> <p>Amount</p> <p>1 2</p> <p>1 1</p> <p>83.00 46.00</p> <p>83.00 92.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. Motorized Road Grader b. Vibratory Roller c. Water Truck (1,000 gal) 1 1 1 1 1 0.25 2,173.00 1,507.00 1,065.00 No. of Units No. of Hours Hourly Rate</p> <p>175.00 Amount</p> <p>2,173.00 1,507.00 266.25</p> <p>Sub Total for 2 Total (1+2) Output per hour = 300.00 sq.m. per hour Unit Cost Name and Specification 3. Materials Unit Quantity Unit Cost</p> <p>3,946.25 4,121.25 13.74 Amount</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.17 0.12</p> <p>0.00 13.74 2.34 1.93 18.01</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Aggregate Base Course cu.m. 50.00</p> <p>Designation 1. Labor a. Construction Foreman b. Laborers</p> <p>No. of Person</p> <p>No. of Hours</p> <p>Hourly Rate</p> <p>Amount</p> <p>1 2</p> <p>1 1</p> <p>83.00 46.00</p> <p>83.00 92.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. Grader (140 hp) b. Vibratory Roller c. Water Truck 1 1 1 1 1 0.25 2,173.00 1,507.00 1,065.00 No. of Units No. of Hours Hourly Rate</p> <p>175.00 Amount</p> <p>2,173.00 1,507.00 266.25</p> <p>Sub Total for 2 Total (1+2) Output per hour = 50.00 cu.m. per hour Unit Cost Name and Specification 3. Materials Aggregate Base Course with 10% shrinkage cu.m. 1.10 530.00 Unit Quantity Unit Cost</p> <p>3,946.25 4,121.25 82.43 Amount</p> <p>583.00</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.17 0.12</p> <p>583.00 665.43 113.12 93.42 871.97</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Bituminous Tack Coat SS-1 m.t. 0.3</p> <p>Designation 1. Labor a. Construction Foreman b. Laborers</p> <p>No. of Person</p> <p>No. of Hours</p> <p>Hourly Rate</p> <p>Amount</p> <p>1 3</p> <p>1 1</p> <p>83.00 46.00</p> <p>83.00 138.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. Asphalt Distributor (5 tons) b. Power Broom (20 m. wide) 1 1 1 1 936.00 87.03 No. of Units No. of Hours Hourly Rate</p> <p>221.00 Amount</p> <p>936.00 87.03</p> <p>Sub Total for 2 Total (1+2) Output per hour = 0.3 m.t. per hour Unit Cost Name and Specification 3. Materials Source: San Fernando City, Pampanga Asphalt Emulsified Cationic SS - 1 Material cost is P45,000/m.t. ton 1.05 45,000.00 Unit Quantity Unit Cost</p> <p>1,023.03 1,244.03 4,146.77 Amount</p> <p>47,250.00</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.17 0.12</p> <p>47,250.00 51,396.77 8,737.45 7,216.11 67,350.33</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Bituminous Concrete Surface Course m.t. 20.00 or 171.67 sq.m.</p> <p>Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers</p> <p>No. of Person</p> <p>No. of Hours</p> <p>Hourly Rate</p> <p>Amount</p> <p>1 4 8</p> <p>1 1 1</p> <p>83.00 60.00 46.00</p> <p>83.00 240.00 368.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. Asphalt Paver (80 hp) b. Pneumatic Roller (10 m.t.) c. Tandem Steel Roller (10 m.t.) d. Water Truck (1000 gal) Minor Tools (10% of Labor) 1 1 1 1 1 1 1 1 1,833.00 553.00 567.00 1,065.00 69.10 No. of Units No. of Hours Hourly Rate</p> <p>691.00 Amount</p> <p>1,833.00 553.00 567.00 1,065.00 69.10</p> <p>Sub Total for 2 Total (1+2) Output per hour = 171.67 sq.m. per hour Unit Cost Name and Specification 3. Materials Bituminous Concrete Surface Course Thickness = 50 mm w/ 5% corrections Material cost is P4,500/m.t. Unit m.t. Quantity 0.122 Unit Cost 4,500.00</p> <p>4,087.10 4,778.10 27.83 Amount 549.00</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.17 0.12</p> <p>549.00 576.83 98.06 80.99 755.88</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Reflectorized Thermoplastic Pavement Markings sq.m. 25.00</p> <p>Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers</p> <p>No. of Person</p> <p>No. of Hours</p> <p>Hourly Rate</p> <p>Amount</p> <p>1 2 6</p> <p>1 1 1</p> <p>83.00 60.00 46.00</p> <p>83.00 120.00 276.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. 6 Wheeler Truck (5 T cap.) b. Set Applicator Machine Minor Tools (10% of Labor) 1 1 1 1 711.88 77.00 47.90 No. of Units No. of Hours Hourly Rate</p> <p>479.00 Amount</p> <p>711.88 77.00 47.90</p> <p>Sub Total for 2 Total (1+2) Output per hour = 25 sq.m. per hour Unit Cost Name and Specification 3. Materials a. Thermoplastic b. Glass Beads c. Primer kgs kgs kgs 5.6 1.3 0.585 140.00 100.00 190.00 Unit Quantity Unit Cost</p> <p>836.78 1,315.78 52.63 Amount</p> <p>784.00 130.00 111.15</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost PREPARED BY: CHECKED BY:</p> <p>0.17 0.12</p> <p>1,025.15 1,077.78 183.22 151.32 1,412.32</p> <p>SUBMITTED BY:</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per day Proposed 8km Roadway Pantabangan, Nueva Ecija Construction Safety And Health l.s. 1</p> <p>Quantity Unit</p> <p>1.00 l.s.</p> <p>Designation 1. Labor a. First Aider b. Part Time Safety Practioner</p> <p>No. of Person</p> <p>No. of Days</p> <p>Daily Rate</p> <p>Amount</p> <p>1 1</p> <p>107 51</p> <p>480.00 552.00</p> <p>51,360.00 28,152.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment No. of Units No. of Hours Hourly Rate</p> <p>79,512.00 Amount</p> <p>Sub Total for 2 Total (1+2) Output per day Unit Cost Name and Specification 3. Materials a. Safety Shoes b. Safety Gloves c. Safety Helmet manday manday manday 599 599 599 4.02 8.00 0.37 Unit Quantity Unit Cost</p> <p>79,512.00</p> <p>Amount</p> <p>2,407.98 4,792.00 221.63</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.08 0.12</p> <p>7,421.61 86,933.61 2,134.83 3,462.30 92,530.74</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per manday Proposed 8km Roadway Pantabangan, Nueva Ecija Traffic Control And Management l.s. 1</p> <p>Quantity Unit</p> <p>1.00 l.s.</p> <p>Designation 1. Labor a. Traffic Officers</p> <p>No. of Person</p> <p>No. of Days</p> <p>Daily Rate</p> <p>Amount</p> <p>4</p> <p>215</p> <p>368.00</p> <p>316,480.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment No. of Units No. of Hours Hourly Rate</p> <p>316,480.00 Amount</p> <p>Sub Total for 2 Total (1+2) Output per manday Unit Cost Name and Specification 3. Materials a. Traffic Flags and Warning Signs pcs 20 500.00 Unit Quantity Unit Cost</p> <p>316,480.00</p> <p>Amount</p> <p>10,000.00</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.08 0.12</p> <p>10,000.00 326,480.00 4,332.80 7,019.14 337,831.94</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per manday Proposed 8km Roadway Pantabangan, Nueva Ecija Project Signboard pcs 2</p> <p>Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers</p> <p>No. of Person</p> <p>No. of Days</p> <p>Daily Rate</p> <p>Amount</p> <p>1 1 2</p> <p>1 1 1</p> <p>664.00 480.00 368.00</p> <p>664.00 480.00 736.00</p> <p>Sub Total for 1 Name and Capacity 2. Equipment No. of Units No. of Hours Hourly Rate</p> <p>1,880.00 Amount</p> <p>Sub Total for 2 Total (1+2) Output per manday = 2 pcs x 3 man-day Unit Cost Name and Specification 3. Materials a. Tarpaulin b. Lumber, Braces and Frame (Cocolumber) c. CWN Assorted d. Marine Plywood sq.ft. bd.ft. kg. pc. 64 80 0.75 2 50.00 25.00 75.00 360.00 Unit Quantity Unit Cost</p> <p>1,880.00 313.33 Amount</p> <p>3,200.00 2,000.00 56.25 720.00</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>0.24 0.12</p> <p>5,976.25 6,289.58 1,069.23 883.06 8,241.87</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA</p> <p>RITCHIE C. MALASAN</p> <p>BSCE4-1</p> <p>INSTRUCTOR</p> <p>DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per day Proposed 8km Roadway Pantabangan, Nueva Ecija Mobilization/Demobilization l.s.</p> <p>Designation 1. Labor</p> <p>No. of Person</p> <p>No. of Days</p> <p>Daily Rate</p> <p>Amount</p> <p>Sub Total for 1 Name and Capacity 2. Equipment a. Grader (140 hp) b. Vibratory Roller c. Water Truck d. Asphalt Distributor e. Asphalt Paver f. Pneumatic Roller g. Tandem Steel Roller h. Low Bed Trailer 1 1 1 1 1 1 1 1 25 217 107 50 50 50 50 50 17,384.00 12,056.00 8,520.00 7,488.00 14,664.00 4,424.00 4,536.00 10,815.00 434,600.00 2,616,152.00 911,640.00 374,400.00 733,200.00 221,200.00 226,800.00 540,750.00 No. of Units No. of Days Daily Rate Amount</p> <p>Sub Total for 2 Total (1+2) Output per day = Unit Cost Name and Specification 3. Materials Unit Quantity Unit Cost</p> <p>6,058,742.00 6,058,742.00</p> <p>Amount</p> <p>Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost</p> <p>6,058,742.00 0.12 9,586.44 6,068,328.44</p> <p>PREPARED BY:</p> <p>CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA</p> <p>RITCHIE C. MALASAN</p> <p>BSCE4-1</p> <p>INSTRUCTOR</p> <p>ASPHALT COMPUTATION</p> <p>1. Sta. 151 + 300 - Sta. 159 + 300 Length = 8,000.00 L.m. Subgrade Preparation on Existing PCCP A = (8,000) (2.00) Aggregate Base Course V = (8,000.00) Bituminous Tack Coat V = (8,000.00) Bituminous Concrete Surface Course A = (8,000.00) (7.20) (0.70) / 1,000 = 35.28 m.t.</p> <p>2</p> <p>=</p> <p>32,000.00 sq.m.</p> <p>(2.00)</p> <p>(0.05)2</p> <p>=</p> <p>1,400.00 cu.m.</p> <p>(7.20)</p> <p>=</p> <p>57,600.00 sq.m.</p> <p>Reflectorized Thermoplastic Pavement Markings A = Borderline = (8,000.00) (0.10) (2) A = Centerline = (8,000.00/9) (3) (0.15)</p> <p>= =</p> <p>1,400.00 sq.m. 350.00 sq.m. 92,785.28 sq.m.</p> <p>PREPARED BY:</p> <p>` CHECKED BY:</p> <p>JANINE LEAH C. BIENDIMA BSCE4-1</p> <p>RITCHIE C. MALASAN INSTRUCTOR</p>