road construction cost estimation manual dpwh

P 6,808.00 /day 230042808 DPWH Cost Estimation - Free download as Text File (.txt), PDF File (.pdf) or read online for free. day. Classify the land use in flood prone area, such as commercial area, residential area, industrial area, agricultural area, etc. Screening = ------------------------------------------------- = P 24.82/m 3 Either ponding or use of curing compound or combination or both as specified in the DRIVEN, 45,000 KG – M CONCRETE BATCH PLANT (40 1PH) A.2 Compaction # Required duration for road Roller is the same that of the Road Grader and the duration of Water Truck is half the duration for the Roller. TEPC: Total Estimated Project Cost, (4) Engineering and Administrative Overheads, (5) Material Testing Cost (Quality Control). 1 – Foreman 1 – Helper/Laborer for every equipment except for m./day, C. Compacting capacity of 1 unit road roller – 300 cu. 0.75 M ~ 2.0 M 0. required for stockpiling and screened waste. m. Boulders – equal to volume of grouted riprap assumption that all materials are within reach of the laborers.). P 64,554.00 /day P 9,258.00 /day P 1,866.00 /day, P 7,548.00 /day P 10,464.00 /day A. Labor/MD 0.50 cu. m. (0.45 – 0.50 cu. P 8,388.00 /day works only for 6 hours in a day. Conc. Loading, Load and b, Payloader Equipment: Pvmnt. 150.00 m 3 /day, P 3,198.00 + P 304.90 + P 220. Carry Steel Roller Road Grader flat = 400 m 3 /day m. Consider source or availability of water at site. Open refers to traffickless working condition. d. Road Roller P 18,809.00 /day 19. 65 sq. 9 -11 Tonner Road Roller : 300 cu. CONCRETE VIBRATOR Asphalt Concrete Pavement = 9,000 sq. P 55.84/m 3 EQUIPMENT OUTPUT/DAY BASIC ASSUMPTIONS: 1. use: 1 – 7 Bulldozer, capacity = 500.00 m 3 /day To put them into context for modern readers, the table of costs on each individual road scheme page includes an estimate of the equivalent cost in 2014. m. - 1 hr. No. P 373,571.00 /day 7. ft. per meter height per meter span. CM = cycle time in minutes Fine Aggregates Slack Time = 2 mins. 1 – Civil Engineer 1 – Mason m./day 8. Dpwh cost estimate guidelines. 1 – Construction Foreman 12 – Laborers c.2. 4.1 Introduction. Std. Aggregates: a.1. Q = q x (60/cm) x E; use q = use truck bucket capacity P 7,632.00 /day m./hr.). 0 ~ 1 M 1.000 0.500 1.500 0.750 2.500 1. = 7.78 min. B.3. 5 M ~ 10 M 12 13 2 27 0.3 M ~ 0.75 M 0. 0 ~ 1 M 13 15 2 30 P 229.00 /day 50 140 210 m./man-day DESCRIPTION % OF TOTAL UNIT QUANTITY DIRECT COST TOTAL UNIT COST 488,881.14 488,881.14 A.1.1(11) Provision of Furnitures/Fixtures, Equipment & Appliances for the Field Office for the Engineer Year of Yes: How to Dance It Out, Stand In the Sun and Be Your Own Person, Shoe Dog: A Memoir by the Creator of Nike, A Quick and Simple Summary and Analysis of The Miracle Morning by Hal Elrod, A Court of Wings and Ruin: A Court of Thorns and Roses, Book 3, 100% found this document useful (10 votes), 100% found this document useful, Mark this document as useful, 0% found this document not useful, Mark this document as not useful, Save 230042808 DPWH Cost Estimation For Later. Culvert A duct, usually rectangular or circular, for carrying surface water under the road. P 146.00 /day, P 91,904.00 /day P 5,808.00 /day, P 349.00 /day m. 2 – Flagmen (Optional) Dumptrucks and Rollers, A.1. P 12,344.00 /day B.1 Air Comp. Blending = ------------------------------------------------- = P 12.41/m 3 m./day (400 cu. of cycle in one hour = 60/17.05 = 3. D = hauling distance Note: 1. The Project Costs of the following two (2) options were estimated. b. Payloader B.2 Road Grader of 2 units), For Removal of Dilapidated PCCP 100-200 m 2 /day, a. Backhoe with Concrete Breaker or Pencil Hammer P 14,106.00 /day Building Construction Cost Estimation Manual The objective of these cost estimation manuals is to establish unit costs using standard cost sheets for all pay items of work in the DPWH Standard Specifications for Highways, Bridges and Airports, Volume II (Blue Book), This volume, Cost Estimation Manual for Road Construction, covers items of works in the construction, upgrading and … 1 .c. Minimum Crew Composition: 1 – Civil Engineer 6 – Skilled Laborers Road Grader FA = P 112.62/m 3 + P 43.43/m 3 = P 156.05/m 3 4.4 Preparation of Agency Estimates 20 5. P 7,242.00 /day Mountainous = 6.00 m. 8.00 X 60.00 (83.33% eff.) 5 M ~ 0.375 0.188 0.750 0.375 1.750 0. Section through the road construction at right angles to the centre-line. A. Presenting the Summary Cost Estimates in the Report and Recommendation of the President 15 B. Presenting Detailed Cost Estimates in the Project Administration Manual 15 C. Presenting Cost Estimates in the Project Completion Report 15 D. Other Presentational Requirements 16 V. PREPARING AND PRESENTING FINANCING PLANS 16 c. Dumptruck 200.00 m 3 /day ========== 15. general formula, therefore. For A and B consider cost of waste disposal. 1. Curing DPWH Volume 3.docx. Base Course = P(78.88 + 57.85 + 38.57)m 3 /day = P 175.30/m 3. A. Shrinkage/Swell factor – 20% (for common borrow only), B.1. Item 200 or Item 201 or 300 = 12,500 sq. ql = heaped capacity of loader M./LOAD (AVE.) material = 4.0 cu. m./day, Item 200 or Item 201 or 300 = 12,500 sq. a. 1 – Foreman 1 – Material Lab. 1 Tree per man-day (maximum distance of batching plant), 1 – Civil Engineer 1 – Material Engineer Buildings Description Units Quantity New Buildings R&FFF m2 400 42,421 16,968,404 Power House m2 65 57,975 3,768,400 Cargo Terminal m2 450 55,147 24,816,291 Pass Terminal Building m2 5,000 53,733 268,666,393 500 m 3 /day (D7), Average output of Dredger 80 m 3 /day (10”) 5.0 M ~ 0. m./day. – 6 mins. Published September 8, 2020 Cost Estimating Guide for Road Construction USDA FOREST SERVICE NORTHERN REGION ENGINEERING P 4,824.00 /day 25. m. of stone masonry, % of TEPC Loaded Trip 15 25 10 15 5 D.O. Above 1 M to 5 M 12 14 1 27 2 – Masons 10 – Laborers 1,500 m 2 /day (0.075 thk.) STAKE TRUCK, 2 – 5 TONS & Brgy. d. Batching Plant c. Water Truck mountainous = 300 m 3 /day, For Bituminous Conc. 20 M ~ 50 M 11 11 (separate) 22 b. 5. 60 120 170. 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ASPHALT BATCH PLANT, 100 TPH P 7,744.00 /day, P 465.00 /day 1 M ~ 2 M 0.750 0.375 1.250 0.625 2.250 1. c. Pneumatic Roller, For PCCP (transit mixer) 90 m 3 /day (0.20 thk.) 40 160 230 10 M ~ 20 M 11 12 (separate) 23 b, Payloader III 1995. Equipment: 200.00 m 3 /day ========== Q = hourly production in cu. 0 ~ 0.1 M 1. 10 CU.M./LOAD (AVE.) c. Dumptruck (min. P 4,216.00 /day Beyond 60 meters use dumptruck for disposal of waste. P 9,656.00 /day CONCRETE TRANSIT MIXER, 5 – 8 CU. 34. 610 mm 8 pcs. Total no. 2 M ~ 5 M 12 14 2 28 m./day. 2 M ~ 5 M 0.500 0.250 1.000 0.500 2.000 1. The base estimate shall reflect current costs on the date the estimate is received. University. 26. 6. P 3,162.00 /day CONCRETE PAVER 2. P 7,592.00 /day c. Dumptruck (min. Transit Mixer (3 units) m. per man-day. 3.2.6. c. Concrete Vibrator F.A. Include other miscellaneous accessories e.g. WELDING MACHINE m./man-day Capacity = 180 bags/day (i.e. Average Haul Distance = 5.00 KM. 22. WATER TRUCK (500 – 1000 GALS.) Stockpiling time (for 7 cu. Average output of Road Roller (12 F = forward speed in meters/minute dia.) P 1,384.00 /day C.1. 1 – Civil Engineer 2 – Carpenters P 10,064.00 /day Please sign in or register to post comments. Below), Average output of Bulldozer 350 m 3 /day (D6) m./day), Note: 1. P 43.43/m 3 10. The duration for 1 – bagger or 2 – bagger mixer depends on equipment utilization OCM Profit Mob/Demob Total Loading Time = 5 mins. More Documents from "" Materials which needs to be determined as a factor of cycle time to be multiplied to the above formula to Cost, % of Construction Cost OCM: Overhead, Contingency, Miscellaneous, Ten percent (10%) of Estimated Direct Cost (EDC), (% of EDC) Purpose: Individual Program of Works - LGU Date of Coverage: 01/01/2021 - 04/06/2021 Tracking no: #DPWH … P 6,972.00 /day Total time per cycle = 17.05 min. a.3. CONCRETE CUTTER P 4.00/ton/km. m.) I, A. Rock Common Earth Daily Output GAS DRIVEN, 400 AMP. 1 – concrete cutter, For no. DROP HAMMER, 2 TONS Road Construction Cost Estimation Manual, DPWH Cost Estimation Application (CEA) and DPWH Standard Requested from DPWH by I. Frias at 02:30 PM on April 06, 2021. Tech. m. PROJECT COST ESTIMATE 7.1 GENERAL The Project Cost consisting of Civil Work Cost, ROW Acquisition Cost, Administration Cost, Consultancy Cost (D/D, C/S, and etc.). section D of this item. P 3,198.00 + P 304.90 + P 220. Provision of weepholes Construction Projects Undertaken by various Government Infrastructure Agencies 22 ... 6.1 Labor and Equipment Cost Share in DPWH Projects Using LBESM 25 ... technically feasible and economically viable for a wide range of road construction works and maintenance activities. 11. Average truck speed per day = 25.00 KPH, Dense a. 25 200 280 excavation: Labor capacity – See Item 103: Structure Excavation For capacity of laborers. P 3,198.00 /day 1 – Foreman, c. Equipment support for 2 units 1 – bagger mixer, c.1. use: 1 – Payloader, capacity = 500 m 3 /day, Hauling Cost 2. m.). m./day. Hydraulic Drive 0.20 0. Screening = ------------------------------------------------- = P 14.89/m 3, 00 m 3 /day 201 (Processed) = P ( 112.62 + 37.23 ) m 3 /day= P 149.85/m 3, Item 201 – Agg. The Roads and Maritime Services’ Project Estimating Manual is designed to assist Roads and Maritime staff and industry partners engaged to estimate Roads and Maritime major infrastructure construction projects. Ratio of one (1) Road Grader to two (2) Road Rollers. Washing = ------------------------------------------------- = P 18.61/m 3 0.1 M ~ 0.3 M 1. m./day of unprocessed material, B. BACKHOE, ½ CU. Item 200 or Item 201 or 300 = 12,500 sq. R1 = (0 – 7.8 km/hr). 1 – Civil Engineer 1 – Lab. W/o Load 20 30 15 20 10, E.1.From side slope: (Barring down and stockpiling), E.2.Picking and stockpiling from riverbed, B. P 5,106.00 /day Cost Estimation of any construction works and projects are very necessary to forecast the probable cost that is to be spent for its completion. 150 m 3 /day, Stockpiling and loading ELECTRIC DRIVEN, 400 AMP. Laying of boulders and grouting R = reverse speed in meters/minute Up to P 1 Million 13 15 1 29 b. Payloader of 2 units), For Embankment 300-400 m 3 /day (emb. m./man-day for common earth and unclassified Project Cost % of TEPC Screening and Stockpiling: (Refer to the following formula), Where: of 0.25 m. Transit Mixer (3 units) Capacity of Laborers – 0.50 to 1.00 cu. L. BED 4.25/TON/KM P 308.00 /day Roller = 2,500 sq. = 148.00 cu. Project CRANE, TRUCK MTD. TYPE, 2 – 5 tons Fabrication and Installation = 35 sq. P 3.19/ton/km. Screening = ------------------------------------------------- = P 24.82/m 3 Screening time = 11.67/1.50 x 1.0 min. 13. m. cap), Stockpiling and loading Flat Terrain Rolling Terrain Mountainous a. C.1. C.2 Capacity of 1 unit dumptruck: -5 cu. c.3. P 6,024.00 /day e. Water Truck w/ pump, Average output of Crane Clamshell 150 m 3 /day (with back-up equip’t. PROCESSING: b. Vibratory Roller m./day. The manual applies to a wide range of delivery methods (construct only, design and construct, etc.) 9. 17. 32.TRAILER, L. BED 4/TON/KM Removal of Waste = 4.67 cu. Cement – 2.5 bags per volume of grouted riprap 14. P 5,328.00 /day, P 8,328.00 /day DPWH Standard Specifications for Public Works Structures Vol. Jackleg However, for screening fine and course aggregates, introduce (f) quarry factors to the m. With Chainsaw – 10 trees/2-man gang/day, Computation for screening and stockpiling for wheel loaders (articulated) Labor: Identify the important public facilities such as national road, provincial road, city hall, church and school, etc. 1 – Civil Engineer highways safety design standards manuals: part i - road safety design manual part ll- road signs 7 pavement markings manual. m./day. Polar Bear, Polar Bear, What Do You Hear? PNEUMATIC ROLLER, 107 H.P. dowel bars, joint fillers, etc. m./day # Preparation of gravel road for the construction of Asphalt Concrete Pavement = 9,000 sq. 10 270 390 into the labor, material and equipment costs. 55 130 190 P 9,296.00 /day P 199.00 /day P 6,368.00 /day P 39,235.00 /day Construction Engineering (CE) – The project management effort (budget/cost) applied to the contract execution and construction phases of the project. c. Water Truck, For Agg. AIR COMPRESSOR P 265.00 /day The E-Myth Revisited: Why Most Small Businesses Don't Work and. B.2.. m./day. 3 cu. DPWH Specs. 33. Given: q = 1.50 cu. 68, series of 2016, on road construction cost estimation manual (rccm) , issued by the dpwh. ASPHALT PAVER This Manual incorporates the findings of that report, and accommodates the May 2011 edition of the Federal Government Best Practice Cost Estimation Standard for Publicly Funded Road Construction. (Proportion of mortar mixture – 1 part cement to 2 parts and by volume). verify maintenance m./day. 21. Direct Drive 0.23 0. Pvmnt. of trips/day = ------------------------------------------- = 9.09 say 9.00 trips P 5,106.00 /day P 3,354.00 /day P 1,038.00 /day aaabbbbb. P 231.00 /day of 2 units), For surplus common excavation 400-500 m 3 /day (full excavation), a. Bulldozer D CRANE, CRAWLER TYPE, 71 – 80 tons C.2. use: 1 – Payloader, capacity = 500.00 m 3 /day, Hauling Cost (Source = unknown) m./man – day (this capacity is based on the 29. P 10,176.00 /day Detailed Engineering and Architectural Design 1 lot Output of 1 unit Road Grader – 600 cu. m./man-day (applicable to backfills for cross drain or e. Water Truck, For Sub-grade preparation 2,400 m 2 /day Labor: Laying of boulders, grouting, curing and installation of weepholes. 20 230 330 1 – Laboratory Technician 24 – Laborers 16. Crown The highest part of a cambered surface, usually on or near the centreline. Unit Cost = ------------------------------------------ = P 66.93/m 3 Congressional Allocation (CA) funded by DPWH for Legislators whose identified projects are provided with engineering, procurement and construction management services 12,040,000 MFO 1 6,300,000 • Various Projects provided with Detailed Engineering 25,000 30,500 • 571,456 582,513 Others (Cost … Above 20 M to 50 M 11 11 1 23 Moreover, in the screening process of fine and coarse aggregates, there is extra time b. Payloader 100.00 m 3 /day, P 3,198.00 + P 304.90 + P 220. P 27,976.00 /day, P 68,928.00 /day VIBRATORY ROLLER , 100 H.P. DPWH BLUE BOOK VOL. P 180.00 /day This manual was purposely developed to provide uniform reference/basis in unit cost estimation and in the preparation of Program of Works (POW) and Approved Budget of Contract (ABC) in tt1e implementation of various DPWH infrastructure projects. m. 8.00 sq. Equipment (using motorized Road Grader), Grader = 2,500 sq. Conc. Duration of water truck is equal to the duration of road grader. P 6,396.00 /day, P 3,714.00 /day Estimation Of Welding Cost October 2020 0. Retaining walls). Portable plate compactor : 50 cu. Preparation of foundation i.e. P 5,694.00 /day Limited – 1,200 sq. P 4,120.00 /day Republic of the Philippines Department of Public Works and Highways. d. Batching Plant Scope of Works: Laying and Collaring. Open – 2,400 sq. 1 – Construction Foreman 4 – Laborers, 27 bd. Excise Tax (3.00% of items 1 & 2) = P 2.84/m 3, Royalty access road Prov’l. DPWH ESTIMATE. Equiment proportion is 1 unit road grader to 2 units road roller. m. = 24.63 cu. P 305.00 /day arrive azt the output capacity, Q. Travel Speed: F1 = (0 – 7.3 km/hr) 1 – Material Engineer 2 – Carpenters b. Payloader bulldozer M. P 200.00 /day A very significant document in the preparation of Program of Works. No. Average truck speed per day = 25.00 KPH. 2 – portable concrete vibrator C.3 Sand – 25% 0f volume of grouted riprap – 0.25/cu. 9.00 x 10.00 m 3 /truck, B. Reinf. Hourly production = 3.52 x 7 cu. 1 – bar cutter P 280,178.00 /day P 3,090.00 /day P 3,198.00 + P 304.90 + P 220. D.O. from road cut) add dozer, a. P 86,072.00 /day B.2. b. Crew for 1 – bagger mixer and transit mixer is the same as Item 311 except for II (2012 ed) – STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS Part A – Facilities for the Engineer Part B – Other general requirements Part C – Earthwork Item 100 – Clearing and Grubbing Item 101 – Removal of Structures and Obstructions Item 102 – Excavation Item 103 – Structure Excavation Item 104 – Embankment Item 105 – Subgrade … ), For screening coarse aggregates Q = 49.8 qFc (cu. The costs above are all in 1970 prices. 7. = 60%. P 16,635.00 /day Cost estimating and cost management tools continue to be developed and will be added to the department’s estimating tool box as they become available. Use job efficiency ( E ) of 0.83 (83%) of trips/day, apply time spotting 3.2.3 Show the current cost of construction as of the date of the estimate. B. Q x (60/1) x (0.83) = 49.8 q cm/hr. schedule as reflected in the PERT/CPM. Rolling = 8.00 m Backfilling shall be Item 104. 450 mm 12 pcs. CA = P 112.62/m 3 + P 55.84/m 3 = P 168.46/m 3, P 3,198.00 + P 304.90 + P 220. = 4.67 min. 90 bags per 1 bagger concrete mixer) A.3. With Chainsaw – 200 sq. Screening = ------------------------------------------------- = P 37.23/m 3 m. In one hour, the equipment is assumed to work only for 45 minutes, hnce it 1 Tonner Road Roller : 100 cu. AGGREGATE CRUSHER, 100 TPIL V – Shaped 90 m 3 /day (0.23 thk.) P 20,248.00 /day b. WSDOT Bridge Design Manual M 23-50.20 Page 12-1 September 2020 Chapter 12 Quantities, Costs, and Specifications 12.1 Quantities - General The quantities of the various materials and work items involved in the construction of Labor (Tamping): 2 cu. k = bucket factor, Where: Cm = cycle time in minutes 1 – Foreman 6 – Laborers, With equipment support 1 unit chain block with stand, (Proportion of grout mix = 1 part cement to 3 parts sand), A.1. Speed in KPH 1 – Foreman 6 – Laborers P 600.00 /day P 2,488.00 /day (Vibratory Roller) 300 m 3 /day (ROLLING & MOUNTANOUS), Average output of Road Grader 400-500 m 2 /day, Average output of Asphalt Distributor 2,400 m 2 /day, Average output of Transit Mixer 30 m 3 /day (8 trips – 4 cu. m. (0.80 – 0.90 cu. 68, Series of 2016 - Road Construction Cost Estimation Manual (RCCEM) 3.2.4. P 7,848.00 /day m./man-day Duration of transit mixer is dependent on the speed setting forms and type and size Preparation of gravel road for the construction of. P 20,982.00 /day. It is also very helpful to identify the different types of expenditures and cost which are categorized in different subdivisions. P 23,376.00 /day Note: The above outputs are up to maximum disposal site distance of 10 meters. B.1 Using 2 units 1 -= bagger mixer (minimum), a. Surface course 2,249 m 2 /d (0.05 thk.) P 3,552.00 /day 1 – Civil Engineer 2 – Skilled Laborer 45 150 220 SHEEPFOOT ROLLER Below 7% Grade 7 -12% Above 12% 2 – Carpenters, B.1. P 11,184.00 /day Loading, turning and waiting time, FIXED TIME: m.) = 4.6 min. 163, Series of 2015 - Standard Forms of Program of Works (POW), Approved Budget for the Contract (ABC) and Detailed Unit Price Analysis (DUPA). P 16,740.00 /day The ... DPWH as well as from Japanese estimation standards. Output of one (1) D4 Bulldozer - 210 cu. A.5. P 6,808.00 /day Capacity of Gang – 13.5 cu. Mindanao State University. Double or multiple handling, if necessary should be derived. 4.1 Preparing the Detailed Estimate P 3,618.00 /day GRADER 31. 27. 800.03, for guidance on estimating construction contingency. ... Road Construction Cost Estimating Manual. B. Consider water provision Tax = P 15.00/m 3Hauling Cost P 112.62/m 3, Sub – base course CRANE, TRUCK MTD. 18. Tech. YDS. Unit Price Analysis Cost Component of Selected Construction Items Components Description ... Road Maintenance Manual, BOM-DPWH ... Dpwh Cost Estimation Manual For Low Rise Buildings May 2020 50. a. 8. cu. Road Grader base from HD (if embankment from other source) no per cu. 300 mm 24 pcs. 9 -10 bags of cement per cu. Asp. C.2. P 3,198.00 + P 304.90 + P 220. C. Loading and Unloading. The unit cost of road construction in dollars per kilometer is the sum of the subunit costs of the road construction activities. 3. 00 kphLoading, unloading & shifting time = 20.00 mins.Total cycle time 44.00 mins. m./day # Preparation of gravel road for the construction of Asphalt Concrete Pavement = 9,000 sq. Fine Aggregates: 0.50 cu. Tech. Washing = ------------------------------------------------- = P 18.61/m 3 Above 5 to 10 M 12 13 1 26 300.00 m 3 /day ==========, 200 (Processed) = P ( 112.62 + 14.89 ) m 3 /day= P 127.51/m 3 m. Tech. CRANE, CRAWLER TYPE, 21 – 25 tons 23. m. of concrete (cycle time for screening 1 bucket of unprocessed material), Screening fine aggregates Q = 49.8 qFc (cu.m./hr. B.2. The Department of Transport and Main Roads was subject to an independent federal audit of its estimating practices in 2007. (Refer to D.O. Cm = 1.00 min. m. Capacity per day (cu. C.1. ESTIMATING ROAD CONSTRUCTION UNIT COSTS. A.1.1(3) Construction of Field Office for the Engineer 0.628 L. S. 1.00 ESTIMATED COST OF PROPOSED WORK ITEM NO. 200 m 3 /day (12”), ITEM 202: Flat = 12.00 m P 4.25/ton/km. CHAINSAW, 18” BAR LENGTH, 8.0 H.P. 30 180 260 12. P 150.00 /day WATER PUMP ( 4” DIA.) 7.5 300 430 1 – Foeman Z = fixed time (minutes) – sum of gear shifting, HYD. Coarse Aggregate within the flood prone area. 2.0 M ~ 5.0 M 0. Qty. Escalation to bid date shall be identified as a separate line item. a. COST ESTIMATE FORM PROJECT: One (1) Lot Design and Build of Four (4) Storey Pediatric Brain Center LOCATION : Philippine Children's Medical Center, Agham Road corner Quezon Avenue Quezon City OWNER: Philippine Children's Medical Center BIDDER: DATE: Unit Cost Total Amount Unit Cost Total Amount OCM Profit A. ASPHALT DISTRIBUTOR, 5 TONS, 3000 USG Please note that while cost estimating in support of design-bid-build projects is covered in depth in this manual, there are certain other conditions, such as design-build project delivery, 10 – Laborers, Capacity of gang = 18 cu. m./day A. CONCRETE MIXER, 1.5 – 2.0 BAGGER BAR CUTTER, 350 – 450 KG./DAY Torque Flow Drive 0.20 0.30 0. Road Roller rolling = 350 m 3 /day c. Concrete Vibrator 4.1 Introduction 4.2 Surveying 4.3 Clearing and Piling 4.4 Earthwork 4.5 Finish Grading 4.6 Surfacing 4.7 Drainage. ITEMS OF WORK MINIMUM TEST REQUIREMENTS Item 100 - Clearing & Grubbing None Item 101 - Removal of Structures & Obstruction None Item 102 - Excavation Same tests as for Items 103, 104 and 105, which-ever is applicable. 6. ( dpwh blue book) 1 r. department order no. 24. P 4,264.00 /day c.4. APPENDIX C Cotabato Airport Base Cost Estimate in PhP'000 Units Quantity Unit Cost Component Cost, PhP 2. This Manual is a new edition and focuses exclusively on the PBC Works. m. (See B.1.). Supporting equipment for batching plant same as Item 311. Duration for the Water Truck is equal of the duration of the Road Roller. Average Haul Distance = 5.00 KM. 4. c. Dumptruck (min. B.4. m. of concrete, Loose Volume Depending on the availability on location of maneuvering area: b. Manual Loading (crew of 6 Laborers to fill 1 unit). D.O. 2. Quarry productivity: steelman which is included in Item 404 and carpenters which is revised per Portland Cement: 5 bags per cu. Number of Dump Trucks per day depends on capacity of Road Grader per use: 1 – 7 Bulldozer, capacity = 500 m 3 /day 28. P 4,776.00 /day P 450.00 /day a.2 Unloading time = 1 min. Dirt Road Paved Dirt Road Paved Paved P 8,032.00 /day P 4,472.00 /day 1 cu. WORK OF THE DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 1998, (VOLUME II) PART C - EARTHWORK . 30 Series of 1991, January 30, 1991) m. P 22,320.00 /day New Rehab New Rehab New Rehab Daily output in cu. 44.00 mins. A.4. aaabbbbb. TYPE, 21 – 25 tons P 240.00 /day m. b. (6) Contractor’s Overhead/Profits Identify the changes in the river course and longitudinal profile. P 6,024.00/day ROAD ROLLER, 105 H.P. 1 – Materials Lab. P 3,198.00 + P 304.90 + P 220. P 29,426.00 /day P 3.09/ton/km. Coarse Aggregates: 0.80 cu. m./man-gang/day, Individual removal of trees up (Up to max. m./day (400 cu. 50 M ~ 10 10 (separate) 20 3. 30. q = ql x k m. 2.520 sq. 1 – Materials Lab. This chapter introduces the details of estimating labor, equipment and material costs as the basis for detailed cost estimate of construction projects. (70 bags : presently being adopted), 1 – Civil Engineer 4 – Masons w/ PILE HAMMER, M Daily production = 24.63 x 6 hrs. m. x 1.0 min. 3. A.2. Cost Estimating Manual for Projects M 3034.04 Page 7 December 2020 207, Series 2016 - Bridge Construction Cost Estimation Manual (BCCEM) 3.2.5. 5 CU. Above 10 M to 20 M 11 12 1 24 P 3,996.00 /day, P 6,246.00 /day 20. P 6,216.00 /day E = job efficiency m./day). Thus type of estimate need to have a design available to get such required details. of structures. m./hr. Equipment. m./day verify maintenance, a. Asphalt Paver 2 cu. Average output of Road Roller (12 passes) 360 m 3 /day (FLAT) P 12,476.00 /day m. per man-day or an average of 0. Asphalt Concrete Pavement = 9,000 sq. m.) C.1. A.2 Compaction # Required duration for road Roller is the same that of the Road Grader and the duration of … e. Water Truck with pump, For PCCP (1 – bagger mixer) 8 – 10 m 3 /day, a. The 2014 price has been arrived at by: q = production per cycle in cu. P 8,528.00 /day, P 4,952.00 /day Road Grader P 2,664.00 /day This Manual has been prepared principally to estimate the cost of PBC Works for which no standard procedure for cost estimation was addressed in the previously issued “Cost Estimation Manual for Road Maintenance Works 2011”, popularly referred to as the COSTES Manual 2011.

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