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Civil Engineering (BSCE 01)
Ateneo de Davao University
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REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
QUEZON II DISTRICT ENGINEERING OFFICE
DALAHICAN ROAD, LUCENA CITY
CONVERGE AND SPECIAL SUPPORT PROGRAM:
Special Road Fund – Motor Vehicle User’s Charge
(MVUC) as per R. 11239, Preventive
Maintenance – Primary Roads, MSR Diversion Rd
– K0129+1006 – 130+568, K0130+624 –
K0130+ 827
(FY 20 21 REGULAR INFRA)
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
QUEZON II DISTRICT ENGINEERING OFFICE
Dalahican Road, Lucena City
Date : December 01, 2020
EXECUTIVE SUMMARY
For THE DISTRICT ENGINEER
Project ID :
Project Name : CONVERGE AND SPECIAL SUPPORT PROGRAM:
Special Road Fund – Motor Vehicle User’s Charge
(MVUC) as per R. 11239, Preventive Maintenance
- Primary Roads, MSR Diversion Rd – K0129+
- K0130+568, K0130+624 – K0130+ 827
Location of Project : Lucena City, Quezon
2. Project Category : Roads
3. Source of Fund : GAA 2021
4. Action Recommended : For Approval
5. Implementing Office : DPWH Quezon II District Engineering Office
6. Reviewing Offices : DPWH Quezon II District Engineering Office
7. Appropriation : P 83,840,000.
8. ABC : P 80,905,600.
9. Project Duration : 1 49 Calendar Days
10. Mode of Implementation : By Contract
PREPARED BY:
RAINIER D. PALAGANAS
Engineer II
SUBMITTED BY :
FAUSTINO MARK ANTHONY S. DE LA CRUZ
Chief, Planning and Design Section
AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED PART A A.1 (3) 1 1 lump sum 102,428 102,428 102,428 102,428 116,153 116,153 0% 0%
A.1 (11) 1 1 lump sum 41,939 41,939 41,939 41,939 47,558 47,558 0% 0%
A.1(6) 4 4 month 123,405 123,405 24,830 24,830 26,071 26,071 0% 0% A.1(1) 149 149 each 2,235 2,235 15 15 17 17 0% 0% 270,007 270,007 0% 0% PART B B 2 2 each 11,650 11,650 5,825 5,825 7,217 7,217 0% 0% B(2) 1 1 lump sum 255,443 255,443 255,443 255,443 289,673 289,673 0% 0% B(2) 1 1 lump sum 585,247 585,247 585,247 585,247 663,670 663,670 0% 0% B 1 1 lump sum 120,000 120,000 120,000 120,000 126,000 126,000 0% 0% 972,341 972,341 1% 1% PART C 101(3)c1 5,346 5,346 sq. 2,078,330 2,078,330 388 388 481 481 3% 3% 101(3)b5 60 60 sq. 10,972 10,972 181 181 225 225 0% 0%
102(2) 306 306 cu. 37,540 37,540 122 122 151 151 0% 0% 105(1)a 357 357 sq. 5,785 5,785 16 16 20 20 0% 0% 2,132,628 2,132,628 3% 3% PART D 200(1) 65 65 cu. 59,815 59,815 910 910 1,128 1,128 0% 0% 59,815 59,815 0% 0% PART E 302(2) 41,372 41,372 sq. 2,562,600 2,562,600 61 61 76 76 3% 3% 310(1)b 20,686 20,686 sq. 26,839,659 26,839,659 1,297 1,297 1,607 1,607 41% 41% 310(2)b 20,686 20,686 sq. 26,839,659 26,839,659 1,297 1,297 1,607 1,607 41% 41%
311(1)f1 357 357 sq. 707,262 707,262 1,975 1,975 2,447 2,447 1% 1% 56,949,181 56,949,181 87% 87% PART F
PART G
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+
FORM POW-2015-01A-
% DIRECT COST
OTHER GENERAL REQUIREMENTS Project Billboard / Signboard
FACILITIES FOR THE ENGINEER Construction of Field Office for the Engineer
TOTAL OF PART A
Lucena City, Quezon
ITEM NO. DESCRIPTION UNIT
TOTAL UNIT COST (DIRECT+INDIRECT)
DIRECT COST
ITEMIZED BREAKDOWN
TOTAL UNIT COST
Provision of Furnitures/Fixtures, Equipment & Applicances for the Field Office for the Engineer Operation and Maintenance of 4x2 Pick Up Type Service Vehicle for the Engineer
Occupational Safety and Health Program
TOTAL OF PART C
Bituminous Tack Coat (Emulsified Asphalt)
SURFACE COURSES
QUANTITY
Provision of Progress Photographs
Traffic Management Mobilization / Demobilization
Removal of Actual Structures/Obstruction (0 thick, ACP)
EARTHWORKS
TOTAL OF PART B
Removal of Actual Structures/Obstruction (0 thick, PCCP (Unreinforced)) Surplus Common Excavation Subgrade Preparation (Common Material)
SUBBASE AND BASE COURSE Aggregate Subbase Course TOTAL OF PART D
TOTAL OF PART E BRIDGE CONSTRUCTION
Bituminous Concrete Surface Wearing Course, Hot-Laid (40mm) Bituminous Concrete Surface Binder Course, Hot-Laid (40mm) Portland Cement Concrete Pavement (Unreinforced) (0 m thick, 14 days)
TOTAL OF PART F DRAINAGE AND SLOPE PROTECTION STRUCTURES
TOTAL OF PART G
AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+
FORM POW-2015-01A-
% DIRECT COST
FACILITIES FOR THE ENGINEER
Lucena City, Quezon
ITEM NO. DESCRIPTION UNIT
TOTAL UNIT COST (DIRECT+INDIRECT)
DIRECT COST
ITEMIZED BREAKDOWN
TOTAL UNIT COST
QUANTITY
PART H 600(4) 63 63 l. 52,179 52,179 828 828 1,026 1,026 0% 0% 601(1) 75 75 sq. 54,157 54,157 716 716 887 887 0% 0%
605(2)ai2 6 6 each 43,823 43,823 7,303 7,303 9,049 9,049 0% 0%
607(3)b 404 404 each 3,774,325 3,774,325 9,342 9,342 11,575 11,575 5% 5% 612(1) 855 855 sq. 616,215 616,215 720 720 892 892 0% 0% 618(1) 687 687 sq. 495,235 495,235 720 720 892 892 0% 0% 5,035,936 5,035,936 7% 7% PART I
PART J
65,419,910 65,419,910 100% 100%
Curb and Gutter (Cast in Place) Sidewalk (100mm thk.)
GRAND TOTAL
PROVISIONAL SUM
TOTAL OF PART I
TOTAL OF PART J
DAYWORK
TOTAL OF PART H
MISCELLANEOUS STRUCTURES
Reflectorized Thermoplastic Pavement Markings White Reflectorized Thermoplastic Rumble Strips
Regulatory Signs (600mm, R6-8B, Miscellaneous Signs Pedestrian Crossing) Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type
MATERIAL LABOR EQUIPMENT TOTAL % VALUE PART A As Submitted 0% 1 lump sum 77,978 24,449 - 102,428 8% 8,194 5,531 116,153. As Evaluated 0% 1 lump sum 77,978 24,449 - 102,428 8% 8,194 5,531 116,153. As Submitted 0% 1 lump sum 41,939 - - 41,939 8% 3,355 2,264 47,558. As Evaluated 0% 1 lump sum 41,939 - - 41,939 8% 3,355 2,264 47,558. As Submitted 0% 4 month 64,385 59,019 - 123,405 0% - 6,170 129,575. As Evaluated 0% 4 month 64,385 59,019 - 123,405 0% - 6,170 129,575. As Submitted 0% 149 each 2,235 - - 2,235 8% 178 120 2,534. As Evaluated 0% 149 each 2,235 - - 2,235 8% 178 120 2,534. As Submitted 0% 186,538 83,469 - 270,007 11,728 14,086 295,822. As Evaluated 0% 186,538 83,469 - 270,007 11,728 14,086 295,822. PART B As Submitted 0% 2 each 9,320 2,330 - 11,650 18% 2,097 687 14,434. As Evaluated 0% 2 each 9,320 2,330 - 11,650 18% 2,097 687 14,434. As Submitted 0% 1 lump sum 37,522 199,660 18,261 255,443 8% 20,435 13,793 289,673. As Evaluated 0% 1 lump sum 37,522 199,660 18,261 255,443 8% 20,435 13,793 289,673. As Submitted 0% 1 lump sum 554,096 12,680 18,470 585,247 8% 46,819 31,603 663,670. As Evaluated 0% 1 lump sum 554,096 12,680 18,470 585,247 8% 46,819 31,603 663,670. As Submitted 0% 1 lump sum - - 120,000 120,000 0% - 6,000 126,000. As Evaluated 0% 1 lump sum - - 120,000 120,000 0% - 6,000 126,000. As Submitted 1% 600,938 214,670 156,731 972,341 69,352 52,084 1,093,778. As Evaluated 1% 600,938 214,670 156,731 972,341 69,352 52,084 1,093,778. PART C As Submitted 3% 5,346 sq. - - 2,078,330 2,078,330 18% 374,099 122,621 2,575,051. As Evaluated 3% 5,346 sq. - - 2,078,330 2,078,330 18% 374,099 122,621 2,575,051. As Submitted 0% 60 sq. 72 436 10,463 10,972 18% 1,974 647 13,594. As Evaluated 0% 60 sq. 72 436 10,463 10,972 18% 1,974 647 13,594. As Submitted 0% 306 cu. - 1,110 36,430 37,540 18% 6,757 2,214 46,512. As Evaluated 0% 306 cu. - 1,110 36,430 37,540 18% 6,757 2,214 46,512. As Submitted 0% 357 sq. - 259 5,526 5,785 18% 1,041 341 7,167. As Evaluated 0% 357 sq. - 259 5,526 5,785 18% 1,041 341 7,167. As Submitted 3% 72 1,805 2,130,750 2,132,628 383,873 125,825 2,642,326. As Evaluated 3% 72 1,805 2,130,750 2,132,628 383,873 125,825 2,642,326. PART D As Submitted 0% 65 cu. 53,444 285 6,085 59,815 18% 10,766 3,529 74,111. As Evaluated 0% 65 cu. 53,444 285 6,085 59,815 18% 10,766 3,529 74,111. As Submitted 0% 53,444 285 6,085 59,815 10,766 3,529 74,111. As Evaluated 0% 53,444 285 6,085 59,815 10,766 3,529 74,111.
B(2)
B.
Occupational Safety and Health Program
B(2) Traffic Management
SUBBASE AND BASE COURSE
101(3)b5 Removal of Actual Structures/Obstruction (0 thick, PCCP (Unreinforced))
102(2) Surplus Common Excavation
105(1)a Subgrade Preparation (Common Material)
EARTHWORKS
Mobilization / Demobilization
TOTAL OF PART B
A.1 (11)
A.1(6) Operation and Maintenance of 4x2 Pick Up Type Service Vehicle for the Engineer
OTHER GENERAL REQUIREMENTS
TOTAL OF PART A
Project Billboard / Signboard
A.1(1)
FACILITIES FOR THE ENGINEER A.1 (3) Construction of Field Office for the Engineer
B.
Provision of Progress Photographs
Provision of Furnitures/Fixtures, Equipment & Applicances for the Field Office for the Engineer
TOTAL OF PART C
101(3)c1 Removal of Actual Structures/Obstruction (0 thick, ACP)
200(1) Aggregate Subbase Course
TOTAL OF PART D
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+
DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM DIRECT COST
FORM POW-2015-01C-
DESCRIPTION UNIT TOTAL COST
Lucena City, Quezon
ITEM NO. % QTY. TOTAL MARK-UP 5% VAT
MATERIAL LABOR EQUIPMENT TOTAL % VALUE FACILITIES FOR THE ENGINEER
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+
DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM DIRECT COST
FORM POW-2015-01C-
DESCRIPTION UNIT TOTAL COST
Lucena City, Quezon
ITEM NO. % QTY. TOTAL MARK-UP 5% VAT
PART E As Submitted 3% 41,372 sq. 2,433,518 26,402 102,679 2,562,600 18% 461,268 151,193 3,175,061. As Evaluated 3% 41,372 sq. 2,433,518 26,402 102,679 2,562,600 18% 461,268 151,193 3,175,061. As Submitted 41% 20,686 sq. 26,121,022 82,790 635,846 26,839,659 18% 4,831,138 1,583,539 33,254,337. As Evaluated 41% 20,686 sq. 26,121,022 82,790 635,846 26,839,659 18% 4,831,138 1,583,539 33,254,337. As Submitted 41% 20,686 sq. 26,121,022 82,790 635,846 26,839,659 18% 4,831,138 1,583,539 33,254,337. As Evaluated 41% 20,686 sq. 26,121,022 82,790 635,846 26,839,659 18% 4,831,138 1,583,539 33,254,337. As Submitted 1% 357 sq. 694,973 7,241 5,048 707,262 18% 127,307 41,728 876,298. As Evaluated 1% 357 sq. 694,973 7,241 5,048 707,262 18% 127,307 41,728 876,298. As Submitted 87% 55,370,536 199,224 1,379,420 56,949,181 10,250,852 3,360,001 70,560,035. As Evaluated 87% 55,370,536 199,224 1,379,420 56,949,181 10,250,852 3,360,001 70,560,035. PART F
As Submitted As Evaluated PART G
As Submitted As Evaluated PART H As Submitted 0% 63 l. 46,742 3,599 1,836 52,179 18% 9,392 3,078 64,649. As Evaluated 0% 63 l. 46,742 3,599 1,836 52,179 18% 9,392 3,078 64,649. As Submitted 0% 75 sq. 47,485 4,103 2,567 54,157 18% 9,748 3,195 67,101. As Evaluated 0% 75 sq. 47,485 4,103 2,567 54,157 18% 9,748 3,195 67,101. As Submitted 0% 6 each 40,726 1,747 1,349 43,823 18% 7,888 2,585 54,297. As Evaluated 0% 6 each 40,726 1,747 1,349 43,823 18% 7,888 2,585 54,297. As Submitted 5% 404 each 3,728,200 18,457 27,666 3,774,325 18% 679,378 222,685 4,676,389. As Evaluated 5% 404 each 3,728,200 18,457 27,666 3,774,325 18% 679,378 222,685 4,676,389. As Submitted 0% 855 sq. 557,416 20,338 38,461 616,215 18% 110,918 36,356 763,491. As Evaluated 0% 855 sq. 557,416 20,338 38,461 616,215 18% 110,918 36,356 763,491. As Submitted 0% 687 sq. 447,979 16,345 30,910 495,235 18% 89,142 29,218 613,596. As Evaluated 0% 687 sq. 447,979 16,345 30,910 495,235 18% 89,142 29,218 613,596. As Submitted 7% 4,868,552 64,591 102,792 5,035,936 906,468 297,120 6,239,525. As Evaluated 7% 4,868,552 64,591 102,792 5,035,936 906,468 297,120 6,239,525. PART I As Submitted As Evaluated As Submitted As Evaluated PART J As Submitted As Evaluated As Submitted As Evaluated As Submitted 100% 61,080,082 564,046 3,775,781 65,419,910 11,633,041 3,852,647 80,905,600. As Evaluated 100% 61,080,082 564,046 3,775,781 65,419,910 11,633,041 3,852,647 80,905,600.
TOTAL OF PART E
DRAINAGE AND SLOPE PROTECTION STRUCTURES
BRIDGE CONSTRUCTION
310(2)b Bituminous Concrete Surface Binder Course, Hot-Laid (40mm)
310(1)b Bituminous Concrete Surface Wearing Course, Hot-Laid (40mm)
SURFACE COURSES 302(2) Bituminous Tack Coat (Emulsified Asphalt)
GRAND TOTAL
TOTAL OF PART J
PROVISIONAL SUM
TOTAL OF PART I DAYWORK
TOTAL OF PART G
Reflectorized Thermoplastic Pavement Markings White
605(2)ai2Regulatory Signs (600mm, R6-8B, Miscellaneous Signs Pedestrian Crossing)
311(1)f1 Portland Cement Concrete Pavement (Unreinforced) (0 m thick, 14 days)
TOTAL OF PART H
MISCELLANEOUS STRUCTURES
612(1)
618(1) Reflectorized Thermoplastic Rumble Strips
TOTAL OF PART F
600(4) Curb and Gutter (Cast in Place)
601(1) Sidewalk (100mm thk.)
607(3)b Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type
FORM ABC-2015-02A-
####### 149 C.
####### %
####### PART A
1 lump sum 8% 5,531 116,153. 1 lump sum 8% 5,531 116,153. 1 lump sum 8% 2,264 47,558. 1 lump sum 8% 2,264 47,558. 4 month 0% 6,170 26,071. 4 month 0% 6,170 26,071. 149 each 8% 120 17. 149 each 8% 120 17. 14,086. 14,086. PART B 2 each 18% 687 7,217. 2 each 18% 687 7,217. 1 lump sum 8% 13,793 289,673. 1 lump sum 8% 13,793 289,673. 1 lump sum 8% 31,603 663,670. 1 lump sum 8% 31,603 663,670. 1 lump sum 0% 6,000 126,000. 1 lump sum 0% 6,000 126,000. 52,084. 52,084. PART C 5,346 sq. 18% 122,621 481. 5,346 sq. 18% 122,621 481. 60 sq. 18% 647 225. 60 sq. 18% 647 225. 306 cu. 18% 2,214 151. 306 cu. 18% 2,214 151. 357 sq. 18% 341 20. 357 sq. 18% 341 20. 125,825. 125,825. PART D 65 cu. 18% 3,529 1,128. 65 cu. 18% 3,529 1,128. 3,529. 3,529. Preparation and Submission: Evaluation:
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost:
####### 129,575.
####### A.1 (11)
####### A.1(6)
Provision of Furnitures/Fixtures, Equipment & Applicances for the Field Office for the Engineer Operation and Maintenance of 4x2 Pick Up Type Service Vehicle for the Engineer
####### 5,619 47,558.
####### AS SUBMITTED 123,405 - 6,170 129,575.
####### AS EVALUATED 41,939 3,355 5,619 47,558.
####### 116,153.
####### 13,725 116,153.
####### FACILITIES FOR THE ENGINEER
####### 102,428 8,194.
####### 13,725.
####### A.1(1)
####### 2,235 178 299.
####### 6,170.
A.1 (3) Construction of Field Office for the Engineer
####### AS SUBMITTED 102,428 8,194.
AS EVALUATED
####### 299.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS QUEZON 2ND DISTRICT ENGINEERING OFFICE
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+ Lucena City, Quezon
APPROVED BUDGET FOR THE CONTRACT
####### VALUE TOTAL COST UNIT COST
####### TOTAL INDIRECT
####### COST
Contract Duration :
ITEM NO. DESCRIPTION QUANTITY UNIT
####### ESTIMATED DIRECT
####### COST
####### TOTAL MARK-UP
####### VAT
####### OTHER GENERAL REQUIREMENTS
Provision of Progress Photographs
AS SUBMITTED
####### TOTAL OF PART A
####### AS SUBMITTED 41,939 3,355.
####### AS EVALUATED 123,405 -
####### 2,534.
####### 2,534.
####### AS EVALUATED 2,235 178.
####### AS EVALUATED 270,007 11,728 25,814 295,822.
####### AS SUBMITTED 270,007 11,728 25,814 295,822.
####### 2,784 14,434.
B(2) Occupational Safety and Health Program
####### AS SUBMITTED 255,443.
####### 2,097.
####### 585,247 46,819 78,423 663,670.
####### 20,435 34,229 289,673.
B Project Billboard / Signboard
####### AS SUBMITTED 11,650 2,097 2,784 14,434.
####### AS EVALUATED 11,650.
####### 20,435 34,229 289,673.
####### 78,423 663,670.
####### AS EVALUATED 255,443.
B(2) Traffic Management
AS SUBMITTED
####### 1,093,778.
####### AS EVALUATED 972,341.
####### AS EVALUATED 585,247 46,819.
B Mobilization / Demobilization
####### AS SUBMITTED 120,000 - 6,000 126,000.
AS EVALUATED
AS SUBMITTED AS EVALUATED SUBBASE AND BASE COURSE
####### 509,698.
####### 74,111.
####### TOTAL OF PART D
####### AS SUBMITTED 59,815 10,766 14,295.
####### AS EVALUATED 59,815 10,766.
####### EARTHWORKS
####### 69,352 121,437 1,093,778.
####### TOTAL OF PART B
####### AS SUBMITTED 972,341 69,352 121,437.
200(1) Aggregate Subbase Course
####### AS SUBMITTED 59,815 10,766 14,295.
Chief, Construction Section Maintenance Section
####### RAINIER D. PALAGANAS FAUSTINO MARK ANTHONY S. DE LA CRUZ JUAN J. PANGANIBAN
Engineer II
Date: December 01, 2020
Chief, Planning & Design Section
####### 120,000 - 6,000 126,000.
####### 2,575,051.
####### AS EVALUATED 2,078,330 374,099 496,720 2,575,051.
####### 496,720.
101(3)c1 Removal of Actual Structures/Obstruction (0 thick, ACP)
####### AS SUBMITTED 2,078,330 374,099.
####### 74,111.
AS EVALUATED
####### 2,642,326.
####### 509,698 2,642,326.
####### 59,815 10,766 14,295 74,111.
####### 74,111.
####### 2,132,628.
####### 383,873.
####### 383,873.
####### 14,295.
101(3)b5 Removal of Actual Structures/Obstruction (0 thick, P(Unreinforced)) CCP
####### AS SUBMITTED 10,972 1,974 2,622 13,594.
####### AS EVALUATED 10,972 1,974 2,622 13,594.
####### TOTAL OF PART C 2,132,628.
102(2) Surplus Common Excavation
####### AS SUBMITTED 37,540 6,757 8,972 46,512.
####### AS EVALUATED 37,540 6,757 8,972 46,512.
105(1)a Subgrade Preparation (Common Material)
####### AS SUBMITTED 5,785 1,041 1,382 7,167.
####### AS EVALUATED 5,785 1,041 1,382 7,167.
FORM ABC-2015-02A-
####### 149 C.
####### %
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS QUEZON 2ND DISTRICT ENGINEERING OFFICE
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+ Lucena City, Quezon
APPROVED BUDGET FOR THE CONTRACT
####### VALUE TOTAL COST UNIT COST
####### TOTAL INDIRECT
####### COST
Contract Duration :
ITEM NO. DESCRIPTION QUANTITY UNIT
####### ESTIMATED DIRECT
####### COST
####### TOTAL MARK-UP
####### VAT
####### PART E
41,372 sq. 18% 151,193 76. 41,372 sq. 18% 151,193 76. 20,686 sq. 18% 1,583,539 1,607. 20,686 sq. 18% 1,583,539 1,607. 20,686 sq. 18% 1,583,539 1,607. 20,686 sq. 18% 1,583,539 1,607. 357 sq. 18% 41,728 2,447. 357 sq. 18% 41,728 2,447. 3,360,001. 3,360,001. PART F
####### PART G
####### PART H
63 l. 18% 3,078 1,026. 63 l. 18% 3,078 1,026. 75 sq. 18% 3,195 887. 75 sq. 18% 3,195 887. 6 each 18% 2,585 9,049. 6 each 18% 2,585 9,049. 404 each 18% 222,685 11,575. 404 each 18% 222,685 11,575. 855 sq. 18% 36,356 892. 855 sq. 18% 36,356 892. 687 sq. 18% 29,218 892. 687 sq. 18% 29,218 892. 297,120. 297,120. Preparation and Submission: Evaluation:
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost:
####### 12,943 67,101.
Date: December 01, 2020
600(4) Curb and Gutter (Cast in Place)
####### AS SUBMITTED 52,179 9,392 12,470 64,649.
####### AS EVALUATED 52,179 9,392 12,470 64,649.
601(1) Sidewalk (100mm thk.)
####### AS SUBMITTED 54,157 9,748 12,943 67,101.
####### AS EVALUATED 54,157 9,748.
####### TOTAL OF PART F
####### MISCELLANEOUS STRUCTURES
AS SUBMITTED
####### DRAINAGE AND SLOPE PROTECTION STRUCTURES
AS EVALUATED
####### 56,949,181 10,250,852 13,610,854 70,560,035.
####### 902,063 4,676,389.
####### AS EVALUATED 3,774,325 679,378 902,063 4,676,389.
####### 6,414,678 33,254,337.
####### 612,461 3,175,061.
####### 612,461 3,175,061.
####### BRIDGE CONSTRUCTION
310(2)b
311(1)f
Portland Cement Concrete Pavement (Unreinforced) (0 m thick, 14 days)
####### AS SUBMITTED 707,262 127,307.
####### 461,268.
310(1)b Bituminous Concrete Surface Wearing Course, Hot-Laid (40mm)
####### AS SUBMITTED 26,839,659 4,831,138.
####### TOTAL OF PART E 70,560,035.
AS SUBMITTED
AS SUBMITTED
Bituminous Tack Coat (Emulsified Asphalt) 461,268.
####### AS SUBMITTED 2,562,600.
####### 6,414,678.
Bituminous Concrete Surface Binder Course, Hot-Laid (40mm) AS EVALUATED 26,839,659 4,831,138.
####### 302(2)
####### SURFACE COURSE
AS EVALUATED
####### AS EVALUATED 26,839,659 4,831,138.
####### 26,839,659.
####### 56,949,181 10,250,852 13,610,854.
####### TOTAL OF PART G
####### 6,239,525.
####### 5,035,936 906,468 1,203,588 6,239,525.
607(3)b
####### 5,035,936.
AS SUBMITTED
####### AS EVALUATED 495,235.
####### AS SUBMITTED 495,235 89,142 118,361 613,596.
####### AS SUBMITTED 3,774,325 679,378.
####### TOTAL OF PART H
AS SUBMITTED AS EVALUATED 906,468 1,203,588.
####### 618(1)
612(1) Reflectorized Thermoplastic Pavement Markings White
####### 616,215 110,918 147,275 763,491.
####### AS EVALUATED 616,215 110,918 147,275 763,491.
Reflectorized Thermoplastic Rumble Strips 89,142 118,361 613,596.
AS SUBMITTED
Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type
####### 10,473 54,297.
####### AS EVALUATED 43,823 7,888 10,473 54,297.
AS EVALUATED
AS EVALUATED
AS SUBMITTED
####### 33,254,337.
####### 6,414,678 33,254,337.
####### AS EVALUATED 2,562,600.
####### 6,414,678 33,254,337.
####### 4,831,138.
####### 169,035 876,298.
####### AS EVALUATED 707,262 127,307 169,035 876,298.
605(2)ai2 Regulatory Signs (600mm, R6-8B, Miscellaneous Signs Pedestrian Crossing)
####### AS SUBMITTED 43,823 7,888.
AS EVALUATED
AS SUBMITTED
####### RAINIER D. PALAGANAS FAUSTINO MARK ANTHONY S. DE LA CRUZ JUAN J. PANGANIBAN
Engineer II Chief, Planning & Design Section Chief, Construction Section Maintenance Section
PART A FACILITIES FOR THE ENGINEER
A.1 (3) Construction of Field Office for the Engineer
Qty= 1 l.
A.1 (11) Provision of Furnitures/Fixtures, Equipment & Applicances for the Field Office for the Engineer
Qty= 1 l.
A.1(6) Operation and Maintenance of 4x2 Pick Up Type Service Vehicle for the Engineer
Qty= 4 mo.
A.1(1) Provision of Progress Photographs
Qty= 149 each.
PART B OTHER GENERAL REQUIREMENTS
B Project Billboard / Signboard
Qty= 2 ea.
B(2) Occupational Safety and Health Program
Qty= 1 l.
B(2) Traffic Management
Qty= 1 l.
B Mobilization / Demobilization
Qty= 1 l.
PART C EARTHWORKS
101(3)c1 Removal of Actual Structures/Obstruction (0 thick, ACP)
STATION Length Width Area
K0129+1006 - K0130+568 595 l. 6 m. 3,986 sq.
K0130+624 - K0130+827 203 l. 6 m. 1,360 sq.
TOTAL: 798 l. 5,346 sq.
Qty. = 5,346 sq.
101(3)b5 Removal of Actual Structures/Obstruction (0 thick, PCCP (Unreinforced))
RE-BLOCKING
STATION Length Width Quantity Area
K0130+142 - K0130+151 RS
(Infront of ACES Campus Building)
4 l. 3 m. 4 60 sq.
60 sq.
Qty. = 60 sq.
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239, Preventive
Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+
Lucena City, Quezon
BACK- UP COMPUTATION
TOTAL
102(2) Surplus Common Excavation
CONCRETING
STATION Area (L x W) Thickness Quantity Volume
K0130+073 - K0130+105 LS
(Outermost lane)
13 sq. 1 m. 7 96 cu.
K0130+633 - K0130+665 RS
(3rd lane)
15 sq. 1 m. 7 105 cu.
K0130+633 - K0130+665 RS
(Outermost lane)
13 sq. 1 m. 7 96 cu.
297 cu.
RE-BLOCKING
STATION Area (L x W) Thickness Quantity Volume
K0130+142 - K0130+151 RS
(Infront of ACES Campus Building)
15 sq. 0 m. 4 9 cu.
9 cu.
Qty. = 306 cu.
105(1)a Subgrade Preparation (Common Material)
CONCRETING
STATION Length Width Quantity Area
K0130+073 - K0130+105 LS
(Outermost lane)
4 l. 3 m. 7 96 sq.
K0130+633 - K0130+665 RS
(3rd lane)
4 l. 3 m. 7 105 sq.
K0130+633 - K0130+665 RS
(Outermost lane)
4 l. 3 m. 7 96 sq.
297 sq.
RE-BLOCKING
STATION Length Width Quantity Area
K0130+142 - K0130+151 RS
(Infront of ACES Campus Building)
4 l. 3 m. 4 60 sq.
60 sq.
Qty. = 357 sq.
PART D SUBBASE AND BASE COURSE
200(1) Aggregate Subbase Course
CONCRETING
STATION Area (L x W) Thickness Quantity Volume
K0130+073 - K0130+105 LS
(Outermost lane)
13 sq. 0 m. 7 14 cu.
K0130+633 - K0130+665 RS
(3rd lane)
15 sq. 0 m. 7 15 cu.
K0130+633 - K0130+665 RS
(Outermost lane)
13 sq. 0 m. 7 14 cu.
44 cu.
RE-BLOCKING
STATION Area (L x W) Thickness Quantity Volume
K0130+142 - K0130+151 RS
(Infront of ACES Campus Building)
15 sq. 0 m. 4 9 cu.
9 cu.
SUB TOTAL:
SUB TOTAL:
SUB TOTAL:
SUB TOTAL:
SUB TOTAL:
SUB TOTAL:
601(1) Sidewalk (100mm thk.)
STATION Length Width Area
K0130+073 - K0130+105 LS 31 l. 1 m. 37 sq.
K0130+633 - K0130+665 RS 31 l. 1 m. 37 sq.
75 sq.
Qty. = 75 sq.
605(2)ai2 Regulatory Signs (600mm, R6-8B, Miscellaneous Signs Pedestrian Crossing)
STATION QUANTITY
K0130+156 LS 1 ea.
K0130+156 RS 1 ea.
K0130+359 LS 1 ea.
K0130+359 RS 1 ea.
K0130+699 LS 1 ea.
K0130+699 RS 1 ea.
TOTAL 6 ea.
Qty.= 6 ea. (See Plan for Schedule)
607(3)b Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type
AT EDGE LINE (NEAR BARRIER)
STATION Length
Quantity
(Both Edge Line)
K0129+1006 - K0129+1033(BK)
K0130+000 (AH)
27 l. 12.
K0129+1033(BK) - K0130+210.
K0130+000 (AH)
210 l. 72.
K0130+624 - K0130+770 146 l. 50.
TOTAL 383 l. 134.
AT CENTER LINE
STATION Length Quantity
K0130+210 - K0130+568 358 l. 61.
K0130+770 - K0130+827 57 l. 11.
TOTAL 415 l. 72.
AT BIKE LANE
STATION Length
Quantity
(Both Sides)
K0129+1006 - K0129+1033(BK)
K0130+000 (AH)
27 l. 12.
K0129+1033(BK) - K0130+553.
K0130+000 (AH)
553 l. 186.
TOTAL 580 l. 198.
Qty.= 404 ea.
612(1) Reflectorized Thermoplastic Pavement Markings White
STATION Length
K0129+1006 - K0129+1033(BK)
K0130+000 (AH)
27 l.
K0129+1033(BK) - K0130+210.
K0130+000 (AH)
210 l.
K0130+624 - K0130+770 146 l.
TOTAL 383 l.
TOTAL:
PEDESTRIAN LANE
STATION
CARRIAGEWAY
WIDTH
NO. OF STRIPS
K0130+156 26 m. 44 pcs.
K0130+359 26 m. 44 pcs.
K0130+699 26 m. 44 pcs.
TOTAL 78 m. 132 pcs.
Total Width Length = 78 m.
Total No. of Strips = 132 pcs.
Length = 4 l.
Width = 0 m.
Area = 158 sq.
STOP LINE @ PEDESTRIAN LANE
Total Width Length = 78 m.
Width = 0 m.
Area = 31 sq.
Total Qty= 855 sq.
618(1) Reflectorized Thermoplastic Rumble Strips
RUMBLE STRIPS
STATION NO. OF SECTION
K0130+023 LS 1.
K0130+197 RS 1.
K0130+247 LS 1.
K0130+247 RS 1.
K0130+432 LS 1.
K0130+482 LS 1.
K0130+518 RS 1.
Total No. of Section = 7.
Length = 13 l.
Total No. of Strips = 30 pcs.
Width 1 = 0 m.
Area 1 = 412 sq.
Width 2 = 0 m.
Area 2 = 275 sq.
Total Qty = 687 sq.
Prepared by:
RAINIER D. PALAGANAS
Engineer II
Project :
Location : Lucena City, Quezon
Item No. : 310(1)b & 310(2)b
Description
:
LEFT RIGHT LEFT RIGHT
13 3.
8 105 27.
13 3.
13 6.
14 184 94.
13 6.
13 13.
5 65 65.
13 13.
20 263 260.
13 13.
20 263 260.
13 13.
20 264 261.
13 13.
20 264 261.
13 13.
20 262 262.
13 13.
20 259 262.
12 13.
20 260 263.
13 13.
20 260 263.
13 13.
20 261 263.
13 13.
20 261 263.
13 13.
20 261 263.
13 13.
20 262 262.
13 13.
20 262 262.
13 13.
20 262 262.
13 13.
20 261 263.
STATION
WIDTH
DIST.(m)
AREA (sq)
K0129+1028 B
K0129+1033 (BK)
K0130+020.
K0130+040.
K0130+060.
K0129+1014 B
K0129+1028 A
K0129+1014 A
SECTION I
BACK UP COMPUTATION
CONVERGE AND SPECIAL SUPPORT PROGRAM: Special Road Fund - Motor Vehicle User's Charge (MVUC) as per R. 11239,
Preventive Maintenance - Primary Roads, MSR Diversion Rd - K0129+1006 - K0130+568, K0130+624 - K0130+
K0130+200.
K0130+220.
K0130+240.
K0130+260.
K0130+280.
Bituminous Concrete Surface Wearing Course, Hot-Laid (40mm) & Bituminous Concrete Surface Binder Course, Hot-Laid (40mm)
K0130+080.
K0130+100.
K0130+120.
K0130+140.
K0130+160.
K0130+180.
K0129+1006.
K0130+000 (AH)
21dj0058 pow - pow
Course: Civil Engineering (BSCE 01)
University: Ateneo de Davao University
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