Extension of Igang Seawall Bacacay, Albay Igang, Bacacay, Albay LIMITS: Sta

Page 1 of 6/BILL OF QUANTITIES Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Office of the District Engineer Albay 1st District Engineering Office Airport Site, Legazpi City

18FA0001 - CLUSTER 1 REHABILITATION/CONSTRUCTION/EXTENSION OF SEAWALL AT BAYBAY & BOLO, TIWI, ALBAY AND AT IGANG, BACACAY, ALBAY IST LD

BILL OF QUANTITIES BB1 ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1 REHABILITATION/EXTENSION OF BAYBAY SEAWALL ( PHASE 3) , TIWI, ALBAY ( L=177m) Part-A Facilities for the Engineer A.1.1 (8) Prov. of Field Office for the Engr. (Rental Basis)

per month 5.30 month A.1.2(4) Prov. Of Service Vehicle for the Engr. On Bare Rental Basis

per month 0.76 month Part-B Other General Requirements B.5 Project Billboard/Signboard

per ea. 2.00 ea B.7 Occupational Safety and Health Program

per month 5.30 month B.9 Mobilization / Demobilization

per l.s. 1.00 l.s. CONSTRUCTION OF SEAWALL & ANCHORAGE Part -1A Earthworks 1701(5) Removal of Structures & Obstruction

per l.s. 1.00 l.s. 1702(5)b Shoring, Cribbing & Related Works (cribbing & cofferdamming)

per l.s. 1.00 l.s. 1702(2) Surplus common excavation

per cu.m. 636.00 cu.m. Part -1B Bank and Slope Protection 1712(2) Concrete Slope Protection

per cu.m.-in-place 860.00 cu.m.-in-place 1710(5) Grouted Riprap, Class A (15-25kg)

per cu.m. 742.00 cu.m. TOTAL AMOUNT IN FIGURES Total Amount in Words

CONTRACTOR: SIGNATURE: Page 2 of 6/BILL OF QUANTITIES Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Office of the District Engineer Albay 1st District Engineering Office Airport Site, Legazpi City

18FA0001 - CLUSTER 1 REHABILITATION/CONSTRUCTION/EXTENSION OF SEAWALL AT BAYBAY & BOLO, TIWI, ALBAY AND AT IGANG, BACACAY, ALBAY IST LD

BILL OF QUANTITIES BB1 ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1710(2) Riprap, Class B (30-70kg)

per cu.m. 1,921.50 cu.m. 1717(2)a Steel Sheet Piles, (furnished & driven)

per l.m. 3,144.00 l.m. 1715(1) Filter Materials

per sq.m. 2,212.50 sq.m. CONSTRUCTION OF ROADS Part-C Earthworks 104(2)a Selected Borrow, for Toppings, case 1

per cu.m. 3,483.00 cu.m. 105(1)a Subgrade Preparation (common materials)

per sq.m. 1,611.00 sq.m. Part-D Subbase and Basecourse 200(1) Aggregate Subbase Course

per cu.m. 161.00 cu.m. Part-E Surface Courses 311(1)c1 PCC Pavement (Unreinforced), 0.23 m thk, 14days

per sq.m. 1,611.00 sq.m.

SUBTOTAL-1

TOTAL AMOUNT IN FIGURES Total Amount in Words

CONTRACTOR: SIGNATURE: Page 3 of 6/BILL OF QUANTITIES Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Office of the District Engineer Albay 1st District Engineering Office Airport Site, Legazpi City

18FA0001 - CLUSTER 1 REHABILITATION/CONSTRUCTION/EXTENSION OF SEAWALL AT BAYBAY & BOLO, TIWI, ALBAY AND AT IGANG, BACACAY, ALBAY IST LD

BILL OF QUANTITIES BB1 ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 2 REHABILITATION/EXTENSION OF BOLO SEAWALL ( PHASE I) , TIWI, ALBAY ( L=49.30m) Part-A Facilities for the Engineer A.1.1 (8) Prov. of Field Office for the Engr. (Rental Basis)

per month 4.03 month A.1.2(4) Prov. Of Service Vehicle for the Engr. On Bare Rental Basis

per month 0.34 month Part-B Other General Requirements B.5 Project Billboard/Signboard

per ea. 2.00 ea B.7 Occupational Safety and Health Program

per month 4.03 month B.9 Mobilization / Demobilization

per l.s. 1.00 l.s. CONSTRUCTION OF SEAWALL & ANCHORAGE Part -1A Earthworks 1702(5)b Shoring, Cribbing & Related Works (cribbing & cofferdamming)

per l.s. 1.00 l.s. 1702(2) Surplus common excavation

per cu.m. 423.64 cu.m. Part -1B Bank and Slope Protection 1712(2) Concrete Slope Protection

per cu.m.-in-place 533.09 cu.m.-in-place 1710(5) Grouted Riprap, Class A (15-25kg)

per cu.m. 318.28 cu.m. TOTAL AMOUNT IN FIGURES Total Amount in Words

CONTRACTOR: SIGNATURE: Page 4 of 6/BILL OF QUANTITIES Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Office of the District Engineer Albay 1st District Engineering Office Airport Site, Legazpi City

18FA0001 - CLUSTER 1 REHABILITATION/CONSTRUCTION/EXTENSION OF SEAWALL AT BAYBAY & BOLO, TIWI, ALBAY AND AT IGANG, BACACAY, ALBAY IST LD

BILL OF QUANTITIES BB1 ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1710(2) Riprap, Class B (30-70kg)

per cu.m. 1,135.28 cu.m. 1717(2)a Steel Sheet Piles, (furnished & driven)

per l.m. 1,128.00 l.m. 1715(1) Filter Materials

per sq.m. 591.60 sq.m. CONSTRUCTION OF ROADS Part-C Earthworks 104(2)a Selected Borrow, for Toppings, case 1

per cu.m. 970.20 cu.m. 105(1)a Subgrade Preparation (common materials)

per sq.m. 449.00 sq.m. Part-D Subbase and Basecourse 200(1) Aggregate Subbase Course

per cu.m. 44.86 cu.m. Part-E Surface Courses 311(1)c1 PCC Pavement (Unreinforced), 0.23 m thk, 14days

per sq.m. 448.63 sq.m.

SUBTOTAL-2

TOTAL AMOUNT IN FIGURES Total Amount in Words

CONTRACTOR: SIGNATURE: Page 5 of 6/BILL OF QUANTITIES Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Office of the District Engineer Albay 1st District Engineering Office Airport Site, Legazpi City

18FA0001 - CLUSTER 1 REHABILITATION/CONSTRUCTION/EXTENSION OF SEAWALL AT BAYBAY & BOLO, TIWI, ALBAY AND AT IGANG, BACACAY, ALBAY IST LD

BILL OF QUANTITIES BB1 ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 3 REHABILITATION/CONSTRUCTION/EXTENSION OF IGANG SEAWALL , BACACAY, ALBAY ( L=127.0m) Part-A Facilities for the Engineer A.1.1 (8) Prov. of Field Office for the Engr. (Rental Basis)

per month 5.20 month A.1.2(4) Prov. Of Service Vehicle for the Engr. On Bare Rental Basis

per month 0.70 month Part-B Other General Requirements B.5 Project Billboard/Signboard

per ea. 3.00 ea B.7 Occupational Safety and Health Program

per month 5.20 month B.9 Mobilization / Demobilization

per l.s. 1.00 l.s. CONSTRUCTION OF SEAWALL & ANCHORAGE Part -1A Earthworks 1702(5)b Shoring, Cribbing & Related Works (cribbing & cofferdamming)

per l.s. 1.00 l.s. 1702(2) Surplus common excavation

per cu.m. 638.00 cu.m. Part -1B Bank and Slope Protection 1712(2) Concrete Slope Protection

per cu.m.-in-place 1,282.00 cu.m.-in-place 1710(1) Riprap, Class A

per cu.m. 868.00 cu.m. TOTAL AMOUNT IN FIGURES Total Amount in Words

CONTRACTOR: SIGNATURE: Page 6 of 6/BILL OF QUANTITIES Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Office of the District Engineer Albay 1st District Engineering Office Airport Site, Legazpi City

18FA0001 - CLUSTER 1 REHABILITATION/CONSTRUCTION/EXTENSION OF SEAWALL AT BAYBAY & BOLO, TIWI, ALBAY AND AT IGANG, BACACAY, ALBAY IST LD

BILL OF QUANTITIES BB1 ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1710(2) Riprap, Class B (30-70kg)

per cu.m. 3,321.00 cu.m. 1717(2)a Steel Sheet Piles, (furnished & driven)

per l.m. 2,306.00 l.m. 1715(1) Filter Materials

per sq.m. 2,546.50 sq.m. CONSTRUCTION OF ROADS Part-C Earthworks 101(1) Removal of Structures and Obstruction

per l.s. 1.00 l.s. 104(2)a Selected Borrow, for Toppings, case 1

per cu.m. 2,325.00 cu.m. 105(1)a Subgrade Preparation (common materials)

per sq.m. 1,156.00 sq.m. Part-D Subbase and Basecourse 200(1) Aggregate Subbase Course

per cu.m. 116.00 cu.m. Part-E Surface Courses 311(1)c1 PCC Pavement (Unreinforced), 0.23 m thk, 14days

per sq.m. 1,156.00 sq.m.

SUBTOTAL-3

TOTAL AMOUNT IN FIGURES TOTAL Total Amount in Words

CONTRACTOR: SIGNATURE: DEPARTMENT OF PUBLIC WORKS & HIGHWAYS REGION V ALBAY 1ST DISTRICT ENGINEERING OFFICE AIRPORT SITE, LEGAZPI CITY

Rehabilitation/Construction/ Extension of Igang Seawall Bacacay, Albay Igang, Bacacay, Albay LIMITS: Sta. 0+000 - 0+130 NET LENGTH: 130.00 I.m.

SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:

ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ENGINEER III ASST. DISTRICT ENGINEER DISTRICT ENGINEER CHIEF, PLANNING AND DESIGN SECTION CONSTRUCTION / EXTENSION OF IGANG SEAWALL BACACAY, ALBAY INDEX OF SHEETS

SHEET i COVER SHEET N G-1 - SHEET 2 INDEX OF SHEETS, STRAIGHT LINE DIAGRAM, VICINITY MAP, SUMMARY OF QUANTITIES & CONST. REQT'S RS-1 - SHEET 3 TYPICAL DETAIL OF SEAWALL W/ RAMP, DETAIL OF SHEET PILES Libod Balsa Baybay RS-2 - SHEET 4 DETAIL OF ENDWALL, DETAILED OF CUT-OFF ENDWALL Bagumbayan W RS-3 - SHEET 5 DETAIL OF WAVE DEFLECTOR, DETAIL OF FOUNDATION,DETAIL OF RAMP, DETAIL OF "A" Balading Coast Tuliw RS-4 - SHEET 6 CONCRETE PAVEMENT DETAIL Balading RS-5 - SHEET 7 PAVEMENT MARKINGS DETAIL Awang Bariw Pawa E SHEET 8 PROJECT BILLBOARD San Carlos Bacolod RS-6 - Labnig Cormidal Estancia Bombon Sto. Cristo Ogob Panal TABACO S San Ramon San Roque Baranghawon Tagas Guinobat Fatima BEG. OF PROJECT END OF PROJECT Salvacion STA. 0 + 000 STA. 0 + 130.00 Mariroc San Lorenzo Nagsipit Bongabong Sabang San Isidro P R O P O S E D S T R U C T U R E Comon Sta.Cruz ( L = 130.00LM. ) MALILIPOT Canaway Baybay Binitayan Sta.Teresa Sogod

STA. 0 + 000 San Francisco STA. 0 + 130.00 Hindi STRAIGHT LINE DIAGRAM San Jose BACACAY San Roque Gubat Igang Cajugutan Balandra Baclayon Calbayog Bonga Basud San Pedro San Fernando Nahapunan Bayandong San Andres Bariw Gajo Dakulong Misericordia Gapo Malobago Tambongon Banao San Antonio Kawayan Salvacion Mauna Alimsog Saday San Isidro STO.DOMINGO Kalayukay Alimsog Dacula Sn. Rafael Balete Lidong Buhatan

ITEM 105 - SUB-GRADE PREPARATION THIS ITEM SHALL CONSIST OF THE PREPARATION OF THE SUB-GRADE FOR THE SUPPORT OF OVERLYING STRUCTURAL LAYERS. IT SHALL EXTEND TO FULL WIDTH OF THE ROADWAY. UNLESS AUTHORIZED BY THE ENGINEER, SUBGRADE PREPARATION SHALL NOT BE DONE UNLESS THE CONTRACTOR IS ABLE TO START IMMEDIATELY THE CONSTRUCTION OF THE PAVEMENT STRUCTURE. ITEM 200(1) - AGGREGATE SUB-BASE COURSE

THIS ITEM SHALL CONSIST OF FURNISHINGS, PLACING & COMPACTING AN AGGREGATE SUBBASE COURSE ON A PREPARED SUBGRADE IN ACCORDANCE WITH THIS SPECIFICATION AND THE LINES,GRADES, AND CROSS SECTIONS SHOWN ON THE PLANS, OR AS DIRECTED BY THE ENGINEER.

ITEM 311(1) - PORTLAND CEMENT CONCRETE PAVEMENT

THE ITEM SHALL CONSIST OF PAVEMENT OF PORTLAND CEMENT CONCRETE, WITH OR WITHOUT REINFORCEMENT, CONSTRUCTED ON THE PREPARED BASE IN ACCORDANCE WITH THIS SPECIFICATION AND IN CONFORMITY WITH LINES, GRADES, THICKNESS, AND TYPICAL CROSS SECTION SHOWN ON THE PLANS AND PROPER APPLICATION OF ASPHALT SEALANT ON TRANSVERSE CONTRACTION / WEAKENED PLANE. CONSTRUCTION AND LONGITUDINAL JOINTS OF CONCRETE PAVEMENT AS PER DO # 06 SERIES OF 2011.

ITEM 1702 - STRUCTURE EXCAVATION THIS ITEM SHALL CONSIST OF THE NECESSARY EXCAVATION FOR FOUNDATION OF BRIDGES, CULVERTS, UNDERDRAINS, AND OTHER STRUCTURES NOT OTHERWISE PROVIDED FOR IN THE SPECIFICATIONS. EXCEPT AS OTHERWISE PROVIDED FOR PIPE CULVERTS, THE BACKFILLING OF COMPLETED STRUCTURES AND THE DISPOSAL OF ALL EXCAVATED SURPLUS MATERIALS, SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN REASONABLY CLOSE CONFORMITY WITH THE PLANS OR AS ESTABLISHED BY THE ENGINEER.

THIS ITEM SHALL INCLUDE NECESSARY DIVERTING OF LIVE STREAMS, BAILING, PUMPING, DRAINING, SHEETING BRACING AND THE NECESSARY CONSTRUCTION OF CRIBS AND COFFER DAMS AND FURNISHING THE MATERIALS THEREFORE, AND THE SUBSEQUENT REMOVAL OF CRIBS AND COFFER DAMS AND THE PLACING OF ALL NECESSARY BACKFILL.

ITEM 1717 - SHEET PILES THIS ITEM SHALL CONSIST OF FURNISHING, DRIVING AND CUTTING OFF OF SHEET PILING COVERED BY THIS SPECIFICATION.

ITEM 1710- RIPRAP AND GROUTED RIPRAP THIS ITEM SHALL CONSIST OF THE FURNISHING AND PLACING OF RIPRAP WITH OR WITHOUT GROUT AS THE CASE MAY BE, WITH OR WITHOUT FILTER BACKING, FURNISHED AND CONSTRUCTED IN ACCORDANCE W/ THIS SPECIFICATION AND TO THE LINES AND GRADES AND DIMENSIONS SHOWN ON THE PLANS.

STONES FOR RIP-RAP SHALL CONSIST OF ROCK AS NEARLY AS RECTANGULAR IN SECTION AS IN PRACTICAL, EXCEPT THAT RIP-RAP OF CLASS A MAY CONSIST OF ROUND NATURAL STONES. THE STONES SHALL BE SOUND, TOUGH, DURABLE, DENSE, RESISTANT TO THE ACTION OF AIR AND WATER AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDEND.

STONES FOR RIP-RAP SHALL BE CLASS A, RANGING FROM A MINIMUM OF 15KGS. TO A MAXIMUM OF 25KGS. WITH ATLEAST 50% OF THE STONES WEIGHING MORE THAN 20KGS.

ITEM 1712(2) - CONCRETE SLOPE PROTECTION THIS ITEM SHALL CONSIST OF FURNISHING, AND PLACING OF CONCRETE SLOPE PROTECTION INCLUDING ALL NECESSARY EXCAVATION, A BED COURSE AND REINFORCED CONCRETE TO THE REQUIRED THICKNESS AND EXTENT TO PROTECT SLOPES AGAINST EROSION. CONSTRUCTION DETAILS SHALL BE AS SHOWN ON THE PLANS.

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS INDEX OF SHEETS REHABILITATION/CONSTRUCTION/ EXTENSION STRAIGHT LINE DIAGRAM 2 ALBAY 1ST DISTRICT ENGINEERING OFFICE VICINITY MAP OF IGANG SEAWALL SUMMARY OF QUANTITIES MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE CONSTRUCTION REQUIREMENTS 8 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER CHIEF, PLANNING & DESIGN SECTION DISTRICT ENGINEER IGANG, BACACAY, ALBAY SHEET PILE DIMENSION DIMENSIONS

SECTION WIDTH HEIGHT THICKNESS UNIT WEIGHT TYPE B h t (Kg/lm)

400 125 13 MM 60.00

PART PERSPECTIVE

HYDROLOGIC/HYDRAULIC DATA

SG. OF SEAWATER = = 1.03 SG. OF STONE = 2.32 SG. OF WATER = 9.81 SG. OF CONCRETE = 23.54 COVERED AREA = 120,000 sq.m FORCE (SEAWATER) = 30.31KN FACTOR OF SAFETY = 2.62 > 2.0 BEARING PRESSURE = 93.31KPa < 250 KPa

LAND SIDE

SEA SIDE

TOP OF DIKE

FREE BOARD DFL

MELF

OWL

NGL

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REHABILITATION/CONSTRUCTION/ EXTENSION 3 ALBAY 1ST DISTRICT ENGINEERING OFFICE TYPICAL DETAIL OF SEAWALL W/ RAMP OF IGANG SEAWALL DETAIL OF SHEET PILE MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE 8 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER DISTRICT ENGINEER IGANG, BACACAY, ALBAY CHIEF, PLANNING & DESIGN SECTION ITEM 1710(1) - GROUTED RIPRAP CLASS "A" 0.30M THICK

ITEM 1712(2) - 0.20M THICK REINF. CONC. FACING W/ 12mm DIA. RSB SPACED @ 0.20M OC BOTHWAYS

FOUNDATION

ITEM 1712(2) - 0.20M THICK REINF. CONC. FACING W/ 12mm DIA. RSB SPACED @ 0.20M OC BOTHWAYS

FOUNDATION

STEEL SHEET PILE

12mm DIA. RSB SPACED @ 0.20M OC BOTHWAYS

STEEL SHEET PILE FOUNDATION

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REHABILITATION/CONSTRUCTION/ EXTENSION DETAIL OF ENDWALL 4 ALBAY 1ST DISTRICT ENGINEERING OFFICE DETAIL OF CUT-OFF ENDWALL OF IGANG SEAWALL MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE 8 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER DISTRICT ENGINEER IGANG, BACACAY, ALBAY CHIEF, PLANNING & DESIGN SECTION NOTES

1. The new billboard design layout and dimension (see attached drawing) shall be installed on a standard billboard measuring 1200mm x 2400mm (4ft. x 8ft.) using 1 3 CONSTRUCTION OF (Name of Project and Location) 12mm (2 inch) thick marine plywood or tarpaulin posted on 5 mm (16 inch) marine plywood. 2. For each project, the billboard shall be installed in front of the project site. CONTRACTOR : 3. For each road/bridge/flood control project, two billboards shall be installed, i.e., one DATE STARTED : at the beginning and one at the end of the project. CONTRACT COMPLETION DATE : CONTRACT COST : 4. For road projects with length of 10 kilometers or more, billboard(s) shall also be CONSTRUCTION CONSULTANT : installed at every 5-kilometers interval. IMPLEMENTING OFFICE : 5. Name(s) and/or picture (s) of any personages should not appear in the billboard. SOURCES OF FUND :

6. No political billboards shall be allowed to be installed 100 meters before and 100 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS meters after all DPWH projects and in between the project limits or within the road right-of-way. 7. DPWH contractor's shall not be allowed to place names of politicians on their equipment or carry political billboard on their equipment.

GROUND LEVEL GROUND LEVEL

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REHABILITATION/CONSTRUCTION/ EXTENSION 8 ALBAY 1ST DISTRICT ENGINEERING OFFICE OF IGANG SEAWALL PROJECT BILLBOARD MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE 8 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER IGANG, BACACAY, ALBAY CHIEF, PLANNING & DESIGN SECTION DISTRICT ENGINEER DESIGNED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REHABILITATION/CONSTRUCTION/ EXTENSION DETAIL OF WAVE DEFLECTOR 5 ALBAY 1ST DISTRICT ENGINEERING OFFICE DETAIL OF SEAWALL RAMP OF IGANG SEAWALL MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE DETAIL OF FOUNDATION 1 8 DETAIL OF FOUNDATION 2 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER CHIEF, PLANNING & DESIGN SECTION DISTRICT ENGINEER IGANG, BACACAY, ALBAY DETAIL OF "A" PRESCRIBING MINIMUM DESIGN STANDARD FOR PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) IN ARTERIAL AND SECONDARY NATIONAL ROADS AND ACCESS ROADS LEADING TO PORTS AS STATED BELOW

IN CASE THE REQUIRED DIAMETER OF 36MM AS CITED ABOVE IS NOT COMMERCIALLY AVAILABLE, SMALLER DOWEL BAR CAN BE USED WITH ADJUSTMENT IN BAR SPACING AS SHOWN

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REHABILITATION/CONSTRUCTION/ EXTENSION CONCRETE PAVEMENT DETAILS 6 ALBAY 1ST DISTRICT ENGINEERING OFFICE OF IGANG SEAWALL MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE 8 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER DISTRICT ENGINEER IGANG, BACACAY, ALBAY CHIEF, PLANNING & DESIGN SECTION DESIGNED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REHABILITATION/CONSTRUCTION/ EXTENSION STANDARD PAVEMENT MARKINGS 7 ALBAY 1ST DISTRICT ENGINEERING OFFICE OF IGANG SEAWALL MARK ANTHONY S. BANZUELA CENON C. BALCUEVA ANNELLE P. ANTIVOLA GUILBERT P. ROMERO SIMON N. ARIAS ALBAY 1ST DISTRICT ENGINEERING OFFICE 8 ENGINEER II ENGINEER II ENGINEER III ASST. DISTRICT ENGINEER DISTRICT ENGINEER IGANG, BACACAY, ALBAY CHIEF, PLANNING & DESIGN SECTION