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Brgy. Dumga, Makato, Aklan Municipality of Numancia

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Brgy. Dumga, Makato, Aklan Municipality of Numancia WIDENINGWIDENING OFOF DUMGADUMGA BRIDGEBRIDGE (B00505PN)(B00505PN) ALONGALONG AKLANAKLAN WESTWEST ROADROAD (KALIBO-NABAS)(KALIBO-NABAS) BRGY.BRGY. DUMGA,DUMGA, MAKATO,MAKATO, AKLANAKLAN PROJECT SITE TO WIDENING OF DUMGA BRIDGE (B00505PN) CATICLAN RIVER ALONG AKLAN WEST ROAD (KALIBO-NABAS) AKLAN WEST ROAD MAKATO BRGY. DUMGA, MAKATO, AKLAN MUNICIPALITY OF NUMANCIA RICE FIELD R O A D S AKLAN RICE FIELD MAKATO RIVER WEST ROAD TO KALIBO STATION LIMIT = K0265 + 414.00 TO K0265 + 691.30 MUNICIPALITY OF MAKATO NET LENGTH = 277.30 L.M. WIDTH OF WIDENING = 7.30 m. PAVEMENT THICKNESS = 0.30 m. RICE FIELD RICE FIELD MUNICIPAL BOUNDARY B R I D G E SINGLE SPAN PSCG STATION LIMIT = K0265 + 540.00 TO K0265 + 570.00 = 30.00 m B V I C I N I T Y M A P EFFECTIVE LENGTH = 30.00 m. N O T TO SCALE CLEAR ROADWAY = 14.64 m. SUMMARY OF QUANTITIES WATER EDGE WATER NUMBER WATER EDGE WATER SET NO. SHEET NO. SHEET CONTENTS END OF PCCP WIDENING B/S OF PAGES BEG. OF BRIDGE APPROACH SLAB 'A' K0265 + 536.00 L A Y O U T P L A N V I C I N I T Y M A P 1 1/20 1 SUMMARY OF QUANTITIES INDEX OF DRAWING SHEETS TYPICAL ROAD SECTIONS GENERAL NOTES 2/20 1 1 2 2 1 SUMMARY OF QUANTITIES RIVER BANK RIVER 2 2 2 2 2 STANDARD PLAN OF PCCP 3/20 1 RROW 0.25m THICK AND 6.10m WIDE TO CATICLAN TO KALIBO PLAN AND PROFILE 3 4/20 1 RROW CROSS SECTIONS 4 5/20,6/20 2 END OF PROJECT BEG. OF PROJECT END OF PCCP WIDENING B/S WATER EDGE BEG. OF PCCP WIDENING B/S END OF BRIDGE APPROACH SLAB 'A' K0265 + 691.30 DETAIL OF CLOSE DRAINAGE K0265 + 414.00 7/20 1 WATER EDGE BEG. OF PCCP WIDENING K0265 + 574.00 TO BRGY. AGBALOGO DETAIL OF GROUTED RIPRAP 5 8/20 1 FLEX BEAM TYPE GUARDRAIL 9/20 1 LEGEND: EXISTING PCCP BRIDGE DETAILS B T O P O G R A P H I C L A Y O U T 6 10/20-20/20 11 PROPOSED PCCP (WIDENING) SCALE 1 : 1,000 M. SURVEYED BY: PROJECT TITLE / LOCATION : SHEET CONTENTS : DESIGNED: BY : CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO. NARDE V. RAMOS REPUBLIC OF THE PHILIPPINES INSTRUMENTMAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS TOPOGRAPHIC LAYOUT 1 WIDENING OF DUMGA BRIDGE (B00505PN) DRAWN (CADD): TOTING REYES ST. KALIBO , AKLAN 1 ALONG AKLAN WEST ROAD (KALIBO-NABAS) VICINITY MAP BOY GENESIS G. BORREROS FRITZ Z. RUIZ LEO P. BIONAT NOEL L. FUENTEBELLA SUMMARY OF QUANTITIES ERNAN I. BAÑES *20* BRGY. DUMGA, MAKATO, AKLAN COMPUTER OPERATOR 1 ENGINEER II CHIEF - PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER - AKLAN SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS ROAD COMPONENT 102(2)b Roadway Excavation (Surplus Common) m³ 18.16 103(1)a Structure Excavation (Common Soil) m³ 482.86 104 (1) Embankment (from Roadway Excavation) m³ 531.17 105 (1) Subgrade Preparation m² 2,029.67 200 (1) Aggregate Subbase Course (0.20m thick) m³ 842.34 311(1)a.6 Portland Cement Concrete Pavement (0.30m thick) m² 1,746.89 404 (1a) Reinforcing Steel Bars, Grade 40 kg. 2,559.44 405 (2)a Structural Concrete - Class A, Box Drainage m³ 160.12 500(1)c Pipe Culverts, 910mm dia. (36" Ø) l.m. 99.00 505 Grouted Rip-rap, (Class A) Road Slope Protection m³ 122.12 612(1) Reflectorized Thermoplastic Pavement Markings (White) m² 63.00 BRIDGE COMPONENT B.18(1) Craneway l.s. 1.00 1052 (4b) Precast Concrete Piles, 0.45m x 0.45m, w/ pile shoe (Furnished) l.m. 270.00 1052 (14) Precast Concrete Pile, 0.45m x 0.45m, w/ pile shoe (Driven) l.m. 270.00 1052 (16) Test Piles, 0.45m x 0.45m, w/ pile shoe (Furnished and Driven) l.m. 54.00 401 Concrete Bridge Railing l.m. 60.00 403 Structural Steel kg. 2,700.00 404 (1a) Reinforcing Steel Bars, Grade 40 kg. 3,139.80 404 (1b) Reinforcing Steel Bars, Grade 60 kg. 30,577.00 EXIST. ROADWAY 405 Structural Concrete Class A m³ 197.04 406 (1)(a4) PSC Girder, AASHTO Type IVA, L=30.00 m pc. 4.00 407(8) Lean Concrete m³ 0.87 412 (1) Elastomeric Bearing Pads, Duro 60, 50mm thk. pc. 8.00 413 Pre-Molded Joint Filler m² 14.00 505 Grouted Rip-rap, (Class A) Abutment Slope Protection m³ 90.00 GENERAL COMPONENTS ³ A.1.1.3 Construction of Field Office for the Engineer (Rental Basis) each 1.00 B.7 Occupational Safety and Health Program month 6.00 B.9 Mobilization/Demobilization ls. 1.00 2 TYPICAL ROAD SECTION 3 NOTE: SCALE 1 : 50 M. 2 The quantities shown in the "Summary of Quantities" are approximate only and area subject to increase or decrease. GENERAL NOTES : 1. ALIGNMENT AND GRADE ARE SUBJECT TO ADJUSTMENT TO SUIT ACTUAL FIELD CONDITION. 2. GRADES SHOWN ARE TOP OF FINISHED PAVEMENT. 3. A. FINISHED GRADE ELEVATIONS ON THE PLAN AND PROFILE SHEETS REFER TO THE GRADE OF THE ROAD AS SHOWN ON THE TYPICAL ROADWAY SECTION DRAWINGS. B. ELEVATIONS SHOWN ON ORIGINAL GROUND OF THE PLAN AND PROFILE SHEETS ARE THE ELEVATION OF THE EXISTING GROUND ALONG THE CENTERLINE OF THE PROJECT. 4. STATIONING, DISTANCES AND ELEVATIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 5. ALL WORKS SHALL COMPLY WITH THE DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES AND AIRPORT, EDITION 2004; SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATION TO THIS PROJECT. 6. WATERING AND COMPACTION OF ALL EMBANKMENT SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEMS. THE COST OF PERFORMANCE EXIST. ROADWAY THEREOF SHALL BE CONSIDERED INCLUDED IN THE CONTRACT UNIT PRICE BID FOR OTHER ITEMS. 7. EXACT LOCATIONS AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER TO SUIT EXISTING FIELD CONDITIONS. 8. ARTICLE 4.7 OF THE GENERAL REQUIREMENTS AND COVENANTS IS HEREBY AMENDED AS FOLLOWS: THE REMOVAL OF BUILDINGS, HOUSES, UTILITY POLES, FENCES AND OTHER PUBLIC UTILITIES WILL NOT BE THE RESPONSIBILITY OF THE CONTRACTOR BUT WILL BE REMOVED BY THE 'D.P.W.H.' PRIOR TO CONSTRUCTION. 9. EXACT LOCATION OF PRIVATE ENTRANCES, SIDEWALKS, CENTERLINE OF SIDESTREET SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN-CHARGE. ENTRANCES AND DRIVEWAYS TO PRIVATE PROPERTIES SHALL BE PAVED WITH CONCRETE PAVEMENT AS THE CASE MAYBE. 10.MISCELLANEOUS CLEARING, REMOVAL OF TREES, REMOVAL OF CONCRETE FLOORS, CONCRETE SIDEWALKS, OBSOLETE SEWER PIPES, INLETS AND OTHER MISCELLANEOUS REMOVAL NOT SHOWN IN THE PLANS SHALL BE CONSIDERED INCLUDED IN THE CONTRACT UNIT BID PRICE FOR THOSE ITEMS. 11. WHEN SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER, UNSUITABLE SUBGRADE MATERIAL SHALL BE EXCAVATED BELOW THE GROUND SURFACE TO THE REQUIRED WIDTH AND DEPTH, THE AREA TO BE EXCAVATED SHALL BE BACKFILLED WITH APPROVED MATERIAL. NO EMBANKMENT MATERIAL SHALL BE PLACED UNTIL THE FOUNDATION IS STABLE. 12. TO ALL CONSTRUCTION WITH PORTLAND CEMENT CONCRETE PAVEMENT SURFACE WHERE NO DETOUR IS AVAILABLE IF POSSIBLE, TRAFFIC SHALL BE MADE TO PASS OUTSIDE OF EMBANKMENT PRISM IN ORDER TO MINIMIZE THE EFFECT OF VIBRATION TO THE SETTING CONCRETE, VEHICLE SHOULD BE REQUIRED TO TRAVEL AT A VERY 1 TYPICAL ROAD SECTION 1 MUCH REDUCED SPEED. 2 SCALE 1 : 50 M. 13.DESIGNED WAS BASED ON THE DATA SUBMITTED BY THE SURVEY TEAM OF PLANNING AND DESIGN DIVISION, DPWH 6th REGIONAL OFFICE, ILOILO CITY. 14. CUT AND FILL SLOPES VARIES DEPENDING ON THE STABILITY OF MATERILS. SURVEYED BY: PROJECT TITLE / LOCATION : SHEET CONTENTS : DESIGNED: BY : CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO. NARDE V. RAMOS REPUBLIC OF THE PHILIPPINES INSTRUMENTMAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS TOPOGRAPHIC LAYOUT 2 WIDENING OF DUMGA BRIDGE (B00505PN) DRAWN (CADD): TOTING REYES ST. KALIBO , AKLAN 2 ALONG AKLAN WEST ROAD (KALIBO-NABAS) VICINITY MAP BOY GENESIS G. BORREROS FRITZ Z. RUIZ LEO P. BIONAT NOEL L. FUENTEBELLA SUMMARY OF QUANTITIES ERNAN I. BAÑES *20* BRGY. DUMGA, MAKATO, AKLAN COMPUTER OPERATOR 1 ENGINEER II CHIEF - PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER - AKLAN A A B A A B EXISTING PAVEMENT B B A A 1 PLAN OF 0.30m. THICK P.C.C.P. SCALE 1 : 100 M. DIRECTION OF POUR NEW PAVEMENT EXISTING PAVEMENT CONSTRUCTION JOINT 'A' ISOLATION JOINT AT CONNECTION A (COINCIDENT WITH PLANNED CONSTRACTION JOINT) B TO EXISTING PAVEMENT SCALE 1 : 5 M. SCALE 1 : 5 M. SURVEYED BY: PROJECT TITLE / LOCATION : SHEET CONTENTS : DESIGNED: BY : CHECKED BY: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO. NARDE V. RAMOS REPUBLIC OF THE PHILIPPINES INSTRUMENTMAN DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PLAN OF 0.30m. THICK P.C.C.P. 3 WIDENING OF DUMGA BRIDGE (B00505PN) DRAWN (CADD): TOTING REYES ST. KALIBO , AKLAN 2 ALONG AKLAN WEST ROAD (KALIBO-NABAS) VICINITY MAP BOY GENESIS G. BORREROS FRITZ Z. RUIZ LEO P. BIONAT NOEL L. FUENTEBELLA SUMMARY OF QUANTITIES ERNAN I. BAÑES *20* BRGY. DUMGA, MAKATO, AKLAN COMPUTER OPERATOR 1 ENGINEER II CHIEF - PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER - AKLAN WATER EDGE WATER WATER EDGE WATER END OF PCCP WIDENING B/S SECTION 1 K0265 + 536.00 BEG. OF PCCP WIDENING B/S BANK RIVER SECTION 1 K0265 + 414.00 RROW TO CATICLAN TO KALIBO RROW END OF PCCP WIDENING B/S BEG. OF PCCP WIDENING B/S SECTION 2 K0265 + 691.30 WATER EDGE SECTION 2 A P L A N K0265 + 574.00 4 SCALE 1 : 1000 M. WATER EDGE TO BRGY.
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