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; ; Drainage Master Plan Part 3; 2008-07-03
Carlsbad Drainage Master Plan APPENDIX B DETAILED PROJECT COST ESTIMATES City of Carlsbad Drainage Master Plan July 2008 Project ID PDLA - A Project AAAA Project AAA Project AC Project AFA Project AFB PDLA - B Project B Project BB-1 Project BB-2 Project BCA Project BCB Project BCC Project BFA Project BFB-U Project BFB-L Project BF1 Project BJ-1 Project BJB Project BL-U Project BL-L Project BM Project BNB Project BN Project BP Project BQ Project BR PDLA - C Project C1 Project C2 Project CA PDLA - D Project DBA Project DBB Project DFA Project DQB Project DH Project DZ Length (ft) 900 550 1 000 & 275 2000 3600 3000 1100 1700 2900 925 925 1600 3800 800 N/A 270 & N/A N/A 800 20 & 125 260 3600 3600 28 & 172 800 150 100 90 600 360 720 N/A 2500 3111 100 Diameter (in) or Construction Facility Type Cost 24 36 36 & 18 Channel Channel Channel 18 36 24 30 36 42 Channel 48 Sed Basin RGB & Sed Basin Outlet Structure 39 90 & Bridge RGB 84 Channel RGB Spot Enhance 66 BRIDGE RGB Concrete Channel 30 30 Treatment System 36 Spot Enhance RGB (2) $218,072 $150,293 $561,078 $26,837 $66,071 $1,178,489 $176,840 $413,663 $590,376 $256,921 $279,735 $528,155 $68,367 $255,297 $223,827 $276,784 $77,952 $198,775 $652,887 $127,624 $1,876,136 $170,056 $191,371 $67,164 $94,281 $1,667,416 $259,816 $191,064 $83,448 $227,889 $109,404 $402,175 $114,417 $415,627 Mark-up Costs $198,428 $139,241 $431,835 $64,771 $97,093 $952,728 $158,793 $336,770 $478,237 $211,175 $232,244 $435,518 $69,853 $236,040 $189,156 $223,735 $75,080 $185,734 $1,163,214 $76,453 $1,546,690 $186,617 $133,963 $64,191 $86,492 $1,851,100 $467,915 $338,338 $83,767 $201,218 $147,019 $343,667 $118,395 $226,436 Capital Project Cost $416,500 $289,534 $992,913 $91 ,608 $163,164 $1,953,719 $2,131,218 $335,632 $750,433 $1,068,613 $468,096 $511,979 $963,673 $138,220 $491 ,336 $412,983 $500,519 $153,032 $384,509 $1,816,101 $204,077 $3,422,826 $356,673 $325,334 $131,355 $180,773 $14,747,382 $3,518,516 $727,730 $529,402 $4,775,649 $167,215 $429,108 $256,423 $745,842 $232,812 $642,063 $2,473,462 $23,950,212 1 of 122 Project Costs Basin A Ci* f Carlsbad Drain' Master Plan July 2008 B R O W N A N L> CALDWELL City of Carlsbad, Drainage Master Plan Project Number: Client: Estimator(s): Estimating Office:: Estimate Issue Number: Estimate Original Issue Date: Estimate Revision Number: Estimate Revision Date: BC Project Manager- Estimate QA/QC Reviewer: Estimate QA/QC Date: PROJECT LOCATION/ITEM DESCRIPTION Project AAA - Located in Basin A 128290 City of Carlsbad SB/DG Walnut Creek 01 3/14/2006 04 6/27/2008 Chris Herencia Butch Matthews 6/27/2008 2 of 122 Project Costs Basin B Project Costs Basin C Project Costs Basin D Project Unit Costs Inventory List City of Carlsbad Drainage Master Plan Inventory July 2008 Km Description Junction structure manholes, concrete, precast, 8' I.D., 8' deep, Landscaping Allowance Landscaping Allowance: Landscaping Allowance:: Lines on pvmt, acrylic waterborne, white or yellow, 4" wide Loading Trucks, F.E. Loader, 3 C.Y., concrete Loading Trucks, F.E. Loader, 3 C.Y.. Loading Trucks, F.E. Loader, 3 C.Y.., channel Loading Trucks, F.E. Loader, 3 C.Y.., clear & grub Loading Trucks, F.E. Loader, 3 C.Y.., concrete Loading Trucks, F.E. Loader, 3 C.Y.., outlet Loading Trucks, F.E. Loader, 3 C.Y.., stockpile Misc metals, allowance Painting lines, thermoplastic, white or yellow, 6" wide Patching cone, wall, wall penetration, non-shrink grout, Patching cone, wall, wall penetration, non-shrink grout, 24" hole Patching cone, wall, wall penetration, non-shrink grout, 30" hole Patching cone, wail, wall penetration, non-shrink grout, 42" hole Piping, drainage & sewage, RCP, class 3, no gaskets, 18" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 24" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 30" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 36" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 39" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 42" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 48" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 66" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 72" dia Piping, drainage & sewage, RCP, class 3, no gaskets, 84" dia Piping, drainage 8 sewage, RCP, class 3, no gaskets, 90" dia Piping, storm drain, CMP, plain, 20' lengths, 24" dia, 14 ga Piping, water dis , cone pipe, gasket, 18" dia Piping, water dis , cone pipe, gasket, 24" dia Piping, water dis , cone pipe, gasket, 30" dia Piping, water dis , cone pipe, gasket, 36" dia Piping, water dis , cone pipe, gasket, 39" dia Piping, water dis , cone pipe, gasket, 42" dia Piping, water dis , cone pipe, gasket, 48" dia Piping, water dis , cone pipe, gasket, 72" dia Piping, water dist, cone pipe, gasket, 90" dia Placing cone, incl vib, slab on grade, 6" thick, pumped Placing cone, incl vib, slab on grade, pumped, channel Placing cone, incl vib, walls, 8" thick, pumped Placing cone, incl vib, walls, pumped, channel Pot Holing - pipe lines >ot Holing - pipe lines: 2 per 100' Pre-cast concrete wall penetration, non-shrink grout, 24" hole Pre-cast concrete wall penetration, non-shrink grout, 42" hole Process Equipment - Vortech Precast Railing, pipe, aluminum, 3 rail, clear anodized Rent crane truck mounted, hydraulic, 55 ton Rent crane truck mounted, hydraulic, 55 ton capacity Rent crane truck mounted, hydraulic, 55 ton capacity - Type B Retaining wall Rip-rap, energy dissipater Rip-rap, gabions, galv steel mesh boxes, stone filled Rip-rap, gabions, galv steel mesh boxes, stone filled, 36" deep Rip-rap, mach placed for sip protec, 18" min thick, not grouted Rip-rap, mach placed for sip protec, 18" min thick, not grouted ^ip-rap, machine placed for slope prot, 3/8 to 1/4 CY pieces RT, 0.4 Ids/hr and disposal fee Saw cutting, asphalt, after 3" deep; each addl inch of depth Saw cutting, asphalt, up to 3" deep Sheet piling, steel, no wales, 15' excav., drive, extract & salvage Sidewalks, cone, 3000 PSI, CIP w/ 6x6 mesh, broom fin, no basem 4" T Sidewalks, cone, 3000 PSI, for bank run gravel base, 4" thick, add Site demo, Area vegetation removal Site dml, conc7" to 24" thick, rod reinforced Site dml, no hauling, pavement removal, bit, 4" thk Site dml, no hauling, pavement removal, bit, 4" to 6" thick Slab on Grade Slab on Grade for roadway Slope Landscaping/irrigation Soil stabilization, geotextile fabric, woven, H.D., 600 Ib. tensile st Struct stl, WF, W 36x1 70 Struct stl, WF, W 36x171 Subgrade Compaction, rammer tamper, 6" to 1 1 ", 4" lifts, 2 passes Traffic Control Allowance Traffic Control Allowance: Traffic Control Allowance: 2 flaggers, 15' pipe/hr Trench box, 7200 Ibs, 6'x 20' Trench box, 9500 Ibs, 8'x 20' Trench Plates allowance Underground tape, detectable aluminum, 2" Wall, bridge Water unit Welded wire fabric, 10/10 gage, SOG Welded wire fabric, 10/10 gage, Walls Welded wire fabric, sheets, 4 x 4 - W4 x W4 (4 x 4), 85 Ib/CSF, channel Wing wall for 7'X1 1' box culvert Wingwall Quantity 1.00 1.00 1.00 1.00 925 93.00 616.00 499.00 237.00 23.00 93.00 140.00 1.00 204.00 8; 8 18.00 275.00 900.00 925 550.00 800.00 1 ,600.00 800.00 150.00 8.00 3,600.00 600.00 24.00 100.00 70.00 70 55.00 80.00 123.00 61.00 46.00 46.00 74.00 59.00 74.00 45.00 28.00 32.00 8.00 18.0( 1.00 272.00 45.00 30.00 1.00 25.0 120.0 100.00 100.00 618.00 1,334.00 52.00 1,112.00 1,112.00 1,320.00 544.0 544.00 1.14 23.00 130.00 1,072.00 28.0 202.0 59,000.0 290.0 270.0 270.0 11.6 1.0 1.00 1.0 12.0 20.0 1.00 12 162 2C 6 1 9.1 Unit Each Lsum Lsum Lsum Lnft Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Lsum Lnft Each Each Each Each Lnft Lnft Lnft Lnft Lnft Lnft Lnft Lnft Lnft Lnft Lnft Lnft Each Each Each Each Each Each Each Each Each Cuyd Cuyd Cuyd Cuyd Each Each Each Each Each Lnft Day Day Day Cuyd Sqyd Cuyd Cuyd Sqyd Sqyd Cuyd Each Lnft Lnft Sqft Sqft Sqft Acre Cuyd Sqyd Sqyd Cuyd Cuyd Sqft Sqyd Lnft Lnft Cuyd Lsum Lsum Lsum Da Da •C Cuy Ga Cs Cs Cs Cuyd Lsum Labor VUnK $1,587.50 $0.12 $0.74 $0.74 $0.74 $0.74 $0.74 $0.74 $0.74 $0.14 $75.3f $79.82 $75.38 $79.20 $18.85 $24.50 $32.48 $39.70 $39.70 $39.70 $44.66 $71.46 $71.46 $125.05 $125.05 $14.00 $3.14 $3.14 $3.14 $3.14 $3.14 $3.14 $3.14 $3.14 $3.14 $17.45 $17.45 $32.28 $32.28 $250.00 $250.00 $75.00 $100.0( $3,850.00 $15.67 $55.00 $49.95 $49.95 $56.55 $56.55 $37.46 $0.82 $0.48 $14.03 $2.0 $0.47 $1,758.00 $92.56 $5.29 $5.29 $0.32 $4.66 $4.6 $2.9 $2.34 $0.7 $36.6 $36.6 $36.6 Labor Amount $1,587.5C $O.OC $O.OC $O.OC $111. Of. $68.82 $455.84 $369.2( $175.3( $17.02 $68.82 $103.6( $0.0( $28.5f $603.04 $159.64 $603.04 $1,425.61 $5,183.75 $22,050.0( $30,044.01 $21,835.01 $31,760.01 $63,520.01 $35,728.01 $10,719.01 $571 .6f $450,180.01 $75,030.01 $336.01 $314.01 $219.81 $219.81 $172.71 $251.21 $386.22 $191.54 $144.44 $144.44 $1,291.31 $1,029.55 $2,388.72 $1,452.61 $7,000.01 $8,000.01 $600.01 $1,800.00 $3,850.01 $4,262.24 $0.01 $0.01 $0.0 $0.0 $6,600.0 $4,995.0 $4,995.0 $34,947.9 $75,437.7 $1,947.9 $0.0 $911.8 $533.7 $18,519.6 $1,093.44 $255.6 $2,004.1 $2,128.8 $687.7 $5,670.8 $0.0 $0.0 $0.0 $92.8 $1,258.2 $1,258.2 $33.9 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $21.0 $0.0 $1,139.6 $732.2 $2,196.6 $439.3 $0.0 $0.1 Malarial* VUnlt $3,133.31 $0.17 $286.20 $238.50 $238.50 $240.00 $32.00 $35.00 $43.00 $73.00 $78.00 $95.00 $120.00 $250.00 $275.00 $300.00 $450.00 $17.62 $4.50 $4.75 $6.00 $6.50 $9.20 $9.50 $10.00 $36.00 $36.00 $108.00 $240.00 $50,400.00 $45.95 $25.00 $60.56 $60.56 $49.55 $49.55 $49.55 $0.30 $0.07 $11.4 $1.4 $0.42 $1.8 $192.44 $192.4 $3.06 $1.0 $29.4 $29.4 $29.4 Malarial* Amount $3,133.31 $0.00 $0.00 $0.00 $157.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,289.60 $477.00 $1,908.00 $4,320.00 $8,800.00 $31,500.00 $39,775.00 $40,150.00 $62,400.00 $152,000.00 $96,000.00 $37,500.00 $2,200.00 $1 ,080,000.00 $270,000.00 $422.88 $450.00 $332.50 $420.00 $357.50 $736.00 $1,168.50 $610.00 $1 ,656.00 $1,656.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $864.00 $4,320.00 $50,400.00 $12,498.40 $0.00 $0.00 $0.00 $0.00 $3,000.00 $6,056.00 $6,056.00 $30,621.90 $66,099.70 $2,576.60 $0.00 $333.60 $77.84 $15,061.20 $788.80 $228.4 $0.00 $0.00 $0.00 $0.00 $0.0 $0.0 $0.0 $536.5 $51,958.8 $51,958.8 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $27.54 $0.0 $1,709.4 $588.2 $1,764.6 $352.9 $0.0 $0.0 Equip I/Unit $354.40 $0.08 $1.24 $1.24 $1.24 $1.24 $1.24 $1.24 $1.24 $0.00 $2.18 $2.84 $3.22 $3.94 $3.94 $3.94 $4.43 $7.09 $7.09 $12.40 $12.40 $1.62 $5.56 $5.56 $10.28 $10.28 $35.00 $35.00 $0.96 $990.00 $990.00 $990.00 $18.70 $16.44 $16.44 $12.33 $12.33 $12.33 $0.44 $0.26 $10.60 $0.00 $0.04 $3,692.0 $61.0 $3.4 $3.49 $0.0 $0.0 $1.8 $1.8 $0.7 $141.6 $240.0 $900.0 $0.0 Equip Amount $354.40 $0.00 $0.00 $0.00 $74.00 $115.32 $763.84 $618.76 $293.88 $28.52 $115.32 $173.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $599.50 $2,556.00 $2,978.50 $2,167.00 $3,152.00 $6,304.00 $3,544.00 $1,063.50 $56.72 $44,640.00 $7,440.00 $38.88 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $411.44 $328.04 $760.72 $462.60 $980.00 $1,120.00 $0.00 $0.00 $0.00 $261.12 $44,550.00 $29,700.00 $990.00 $0.00 $2,244.00 $1,644.00 $1,644.00 $7,619.94 $16,448.22 $641.16 $0.0 $489.2 $289.12 $13,992.00 $0.00 $21.7 $4,208.8 $1 ,405.0 $453.7 $3,741.2 $0.0 $0.0 $0.0 $0.0 $504.9 $504.9 $9.0 $0.0 $0.0 $0.0 $1,699.2 $4,800.0 $900.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 Total S/Unit $5075.21 / Each $5000 / Lsum $500 / Lsum $30000 /Lsum $0.37 /Lnft $1.98 /Cuyd $1.98 /Cuyd $1.98 /Cuyd $1.98 /Cuyd $1.98 /Cuyd $1.98 /Cuyd $1.98 /Cuyd $500 / Lsum $0.14 /Lnft $361 .58 /Each $31 8.32 /Each $31 3.88 /Each $31 9.2 /Each $53.03 /Lnft $62.34 / Lnft $78.7 /Lnft $116.64 /Lnft $121 .64 /Lnft $138.64 /Lnft $169.09 /Lnft $328.55 / Lnft $353.55 / Lnft $437.45 / Lnft $587.45 / Lnft $33.24 / Lnft $7.64 /Each $7.89 / Each $9.14 /Each $9.64 / Each $12.34 /Each $12.64 /Each $13.14/Each $39. 14 /Each $39.14 /Each $23.01 / Cuyd $23.01 / Cuyd $42.56 / Cuyd $42.56 / Cuyd $285 / Each $285 / Each $183 /Each $340 / Each $54250 / Each $81. 58 /Lnft $41562 /Day $28038 / Da $1891 .6 /Da $1000 /Cuyd $98.7 / Sqyd $126.95 /Cuyd $126.95 /Cuyd $11 8.43 /Sqyd $11 8.43 /Sqyd $99.34 / Cuyd $0 / Eac $1.56 /Lnft $0.81 / Lnft $36.04 / Sqft $3.46 /Sqft $0.93 / Sq $5450 / Acr $153.65 /Cuy $8.78 / Sqy $8.78 / Sqy $1000 /Cuy $1000 /Cuy $29500 / Sq $2.17 /Sqy $1 98.97 /Ln $198.97 /Ln $3.71 / Cuyd $30000 /Lsum $500 /Lsum $4878 /Lsum $141. 6 /Da $240 / Da $900 / M $5.4 /C $1000 /Cuy $1.75/Ga $66.02 /Cs $66.02 / Cs $66.02 / Cs $1000 /Cuyd $154850 /Lsum Suba Amount $5,000.00 $500.00 $40,572.00 $27,048.00 $901.60 $29,500.0 Other Amount $30,000.00 $500.00 $19.00 $1,000.00 $1,000.0 $1,000.0 $30,000.0 $500.0 $4,878.0 $1,000.00 $1,000.00 $154,850.0 Grand Total $5,075.2' $5,000.01 $500.01 $30,000.01 $342.2! $184.1- $1,219.61 $988.0! $469.21 $45.5- $184.1- $277.2! $500.01 $28.51 $2,892.6' $636.6' $2,511.0' $5,745.61 $14,583.2! $56,106.01 $72,797.51 '$64,152.01 $97,312.01 $221,824.01 $135,272.01 $49,282.51 $2,828.41 $1,574,820.01 $352,470.01 $797.7( $764.01 $552.31 $639.81 $530.21 $987.21 $1,554.7; $801.5 $1,800.4- $1,800.4- $1,702.7' $1,357.5! $3,149.4- $1,915.21 $7,980.01 $9,120.01 $1,464.01 $6,120.01 $54,250.01 $17,040.71 $85,122.01 $56,748.01 $1,891.61 $1,000.01 $11,844.01 $12,695.01 $12,695.01 $73,189.7- $157,985.6! $5,165.6! $0.01 $1,734.7! $900.7! $47,572.81 $1,882.2 $505.9! $6,213.01 $3,533.9! $1,141.41 $9,412.11 $1,000.01 $1,000.01 $29,500.01 $629.31 $53,721.91 $53,721.91 $43.0 $30,000.01 $500.01 $4,878.01 $1,699.21 $4,800.01 $900.01 $48.61 $1,000.01 $2,849.01 $1,320.41 $3,961.2 $792.2 $1,000.01 $154.850.01 City ot oarlsbad Drainage Master Plan Inventory July 2008 Item Description 10'x12'RCB Culvert (2) 12'x5' RGB Culvert 3'x6' RCB Culvert 4.3'x5.7' RGB Culvert 4'x10'RCB Culvert 5- 12'x1 2' RGB Culverts 5'x32" RGB Culvert 6'x7' RCB Culvert 80 Patching cone, wall, wall penetration, non-shrink grout, 24" hole Apron wall Area aggregate, crushed 3/4" stone, compacted to 9" deep Asphalt disposal - hauling and disposal fee, 4" thick Asphaltic cone pavement, pavement replacement over trench, 4" thick Asphaltic cone pavement, pavement replacement over trench, 6" thick Backfill Compaction, walk behind, vibrating roller 24" W, 6" lifts, 2 passes Backfill, dozer backfilling no compaction Backfill, dozer backfilling, trench, no compaction Backfill, dozer backfilling, trench, no compaction, inlet Backfill, dozer backfilling, trench, no compaction, outlet Backfill, dozer backfilling, trench, up to 300' haul, no compaction Backfill, dozer backfilling, trench, up to 300' haul, no compaction, channel Backfill, dozer backfilling, trench, up to 300' haul, no compaction, outlet Backfill, from stockpile Backfill, side slope fill Backing Material class #1 Backing Material, 200 Lb Base course, large areas, crushed 3/4" stone, compacted to 12" deep Base course, large areas, crushed 3/4" stone, compacted to 9" deep Base course, large areas, crushed 3/4" stone, compacted to 6" deep Base course, roadway, compacted to 1 2" deep Bedding Compaction, rammer tamper, 6" to 11", 4" lifts, 2 passes Bedding, crushed stone 3/4" to 1/2" Bedding, crushed stone 3/4" to 1/2", inlet Bedding, crushed stone 3/4" to 1/2", outlet Borrow, bank measure, select granular fill, shovel, 1 .5 CY bucket. 1/4 hr delivery Building paper, polyethylene vapor barrier, std, .010" thick, berm Cast -In-Place Box Girter Bridge Catch basins or manholes, concrete, precast, 5' I.D., 8' deep Catch basins or manholes, concrete, precast, 6' I.D., 6' deep Catch basins or manholes, concrete, precast, 8' I.D., 8' deep Catch basins or manholes, steps, standard sizes, aluminum Catch bsns or manholes, curb inlet FR, grate, large 24"x36" heavy dty Catch bsns or manholes, frs and covs, hvy traffic, 24" diam, 400 Ib. Catch bsns or manholes, frs and covs, hvy traffic, 36" diam, 1 150 Ib. CB or manholes, cone, precast, 4' ID, 6' deep CB or manholes, cone, slab tops, precast, 8" thick, 4' dia CB or manholes, cone, slab tops, precast, 8" thick, 5' dia CB or manholes, cone, slab tops, precast, 8" thick, 8' dia CB or manholes, inverts, single channel brick, concrete CB or manholes, inverts, triple channel, cone 3/manholes, steps, heavyweight cast iron, 12" x 10-1/2", for all con Cleanout Cleanouts, fir type, rnd top, xtra hvy dty, 30" pipe size Cleanouts, fir type, rnd top, xtra hvy dty, 36" pipe size Cleanouts, fir type, rnd top, xtra hvy dty, 84" pipe size Clear & grub, brush, including stumps Compaction, rammer tamper, 6" to 11", 4" lifts, 2 passes Compaction, rammer tamper, 6" to 11", 4" lifts, backfill Compaction, rammer tamper, 6" to 11", 4" lifts, bedding Compaction, riding, vibrating roller, 6" lifts, side slope fill Compaction, riding, vibrating roller, 6" lifts, fill Compaction, struct, or trench, walk behind, vib. plate backfill channel Compaction, struct, or trench, walk behind, vib. plate bedding channel Compaction, struct, or trench, walk behind, vib. plate subgrade channel Compaction, trench, walk behind, vib. plate, backfill Compaction, trench, walk behind, vib. plate, backfill outlet Compaction, trench, walk behind, vib. plate, bedding Compaction, trench, walk behind, vib. plate, bedding, inlet Compaction, trench, walk behind, vib. plate, bedding, outlet Compaction, trench, walk behind, vib. plate, inlet Compaction, trench, walk behind, vib. plate, outlet Compaction, trench, walk behind, vib. plate, subgrade Compaction, trench, walk behind, vib. plate, subgrade outlet Compaction, trench, walk behind, vib. plate, subgrade, inlet Compaction, trench, walk behind, vib. plate, subgrade, outlet Compaction, trench, walk behind, vib.. Plate Compaction, vibratory plate, 8" lifts, common fill Compaction, vibratory plate, 8" lifts, select fill, bedding Compaction, walk behind, vibrating pi 18" w, 12" lifts, 4 passes, subgrade Compaction, walk behind, vibrating pi 18" wide, 12" lifts, 4 passes Compaction, walk behind, vibrating plate 18" wide, backfill Compaction, walk behind, vibrating plate 18" wide, bedding Compaction, walk behind, vibrating plate 18" wide, subgrade Compaction, walk behind, vibrating roller 24" W, 6" lifts, 2 passes Concrete Structure (Conceptual) Headwall Concrete Structure (Conceptual) Open Baffle Box Concrete, ready mix, regular weight, 4000 psi Culvert, outlet Disposal fee Dump Charge, typical urban city, fees only, bldg constr mat'ls levated slab Erosion control allowance: Erosion control allowance: small site: silt fence, bio bags, no special Erosion control allowance:: Erosion control allowance::: Erosion control, hay bales, staked rosion control, jute mesh, 100 SY per roll, 4' wide rosion control, polypropylene mesh, stapled, 6.5 oz./s.y Erosion control, silt fence, polypropylene, 3' high Erosion control, silt fence, polypropylene, 3' high, remove Excavate trench, common earth curb, 4'-6' deep, 1-1/2 CY hyd backhoe xcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd backhoe Excavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac, inlet xcavate trench, no sht or dewtrg, 4'-6' D, 1 -1/2 CY hyd bac, outlet Excavating, bulk bank measure, backhoe, hyd, 1-1/2 CY cap. = 100 CY/hr Excavating, bulk bank measure, FE loader, whl mtd, 1.5 CY cap = 80 CY ixcavating, structural, mach excav, com earth, hyd backhoe, 1-1/2 CY b Excavating, structural, mach excav, com earth, hyd backhoe, 2 CY bkt Excavating, structural, mach excav, com earth, hyd backhoe, 2 CY bkt, channel Excavating, structural, mach excav, com earth, hyd backhoe, 3 CY :xcavation, self prop scraper, 14 CY 1/4 push dozer Excavation, self prop scraper, 14 CY 1/4 push dozer, com earth Fill, spread dumped material, by dozer, no compaction :ill, spread dumped material, by dozer, no compaction, berm Fill, spread fill, with dozer Fine grade under asphalt Fine grade, fine grade granular base for sidewalks and bikeways Fine grade, grade subgrade for base course, roadways Finishing floors, monolithic, machine trowel, for finish floor Finishing floors, monolithic, screed, float, & hand trowel, channel Finishing slabs, break ties, forms & patch voids :inishing walls, carborundum rub, wet rub Footing Forms in place, SOG, edge forms, 7" to 12" high, wood, channel Forms in place, SOG, edge forms, over 12", wood Forms in place, walls, job built plytorm, to 8' high, below gr Forms in place, walls, job built plyform, to 8' high, channel Grade pad, contour area Grade slopes Granular fill Granular fill, berm Hauling, LCY, no loading, 12 c.y. dump truck, 20 Ml Hauling, LCY, no loading, 12 c.y. dump truck, 20 Ml RT, 0.4 Ids/hr Hauling, LCY, no loading, 12 c.y. dump truck, 20 Ml RT, 0.4 Ids/hr and disposal Hauling, LCY, no loading, 12 c.y. dump truck, 6 Ml RT, 1 Ids/hr Hauling, LCY, no loading, 12 CY dump truck, clear & grub Hauling, LCY, no loading, 12 CY dump truck, stockpile on site Hauling, LCY, no loading, 20 c.y dump truck, 30 Ml RT, 0.33 Ids/hr, concrete Hauling, LCY, no loading, 20 c.y. dump truck, 20 Ml RT, 0.4 Ids/hr, channel Hauling, LCY, no loading, 20 c.y. dump truck, 30 Ml RT, 0.33 Ids/hr Hauling, LCY, no loading, 20 c.y. dump truck, 30 Ml RT, 0.33 Ids/hr, concrete Hauling, LCY, no loading, 20 c.y. dump truck, 30 Ml RT, 0.33 Ids/hr, outlet Hauling, LCY, no loading, 50" haul Headwall Headwall, cone, CIP, 30< skewed wingwall Headwall, cone, CIP, 30< skewed wingwall. Headwall, inlet Headwall, outlet Headwall, with apron Import backfill, crushed stone 3/4" to 1/2" Junction structure Quantity 309.40 309.40 170.0C 170.0C 170.0C 170.0C 8.00 4,148.00 600.00 367.0( 203.71 11.60 7.300.0C 11.40 10.40 432.00 391.00 47.00 140.00 515.00 67.00 21.00 667.0! 367.00 378.00 667.00 11.60 420.90 8.90 47.00 380.00 28.00 5,600.00 i 6.00 1.00 10.00 12.00 9.00 1.00 3.00 4.00 9.00 1.00 3.00 1.00 6.0( 10.00 2.00 3.00 6.00 0.29 73.30 849.00 634.00 515.00 9,827.00 391.00 167.00 111.00 2,916.70 277.00 1,845.50 11.60 41.00 10.20 9.30 277.80 5.00 1.30 32.00 5,800.00 423.00 32.00 119.00 1,638.00 269.00 50.0 185.0 440.0 18.0 7.0 74.0 34.0 2.0 801.0 32.00 1.00 1.0 1.00 1.0 2,200.0 2,086.0 2,052.1 1 ,800.0 1 ,800.0 1,540.0 1,540.0 867.0 5,416.7 21.6 112.0 516.0 1,864.0 2,245.0 1,000.0 890.0 1 ,000.0 3,806.4 22,000.0 695.0 74.0 404.5 367.0 482.0 1,067.0 6,000.0 4,800.0 12,000.0 6,000.0 32.0( 1.216.0C 2,012.0 12,000.0 2,400.0 23,334.0 6,556.0 695.0 74.0C 867.0 616.0C 1,053.01 1,400.0 237.0 140.0 93. 499.0 70,200.0 23.0 93.0 54,000.0 3. 1.(X 2.0! 2.4 1.3 JJ 407.4 1.0 Unit Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Sqyd Sqyd Sqyd Sqyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Sqyd Sqyd Sqyd Sqyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuy( Sqft Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Acre Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Cuyd Trk Ton Cuyd Lsum Lsum Lsum Lsum In Sqy Sqy In In Cuyd Cuy Cuyd Cuy Cuy Cuy Cuy Cuy Cuy Cuy Cuy Cuyd Cuy Cuy Cuy Cuyd Cuy Sqyd Sqyd Sqyd Sq Sq Sq Sq Cuy Sfc Sfc Sfc Sfc Sqy Sqy Cuy Cuyd Cuy Cuyd Cuy Cuyc Cuyc Cuy Cuy Cuyc Cuyc Cuy Cuyc Cuy Cuyc Eac Eac Cuyc Cuyc Cuy Cuy Eac Labor S/Unit $0.80 $1.00 $35.00 $44.54 $1.72 $0.8( $0.8( $0.8( $0.8( $0.8C $0.8( $0.8( $0.60 $0.60 $17.00 $17.00 $0.87 $0.80 $0.73 $0.87 $2.93 $8.47 $8.47 $8.47 $1.25 $10.95 $846.67 $846.67 $1,587.50 $9.66 $602.88 $162.82 $423.33 $549.75 $158.75 $169.33 $181.43 $144.00 $240.32 $9.6f $1,019.00 $791.91 $791.91 $2,217.00 $1,759.00 $2.93 $2.93 $2.93 $2.93 $2.93 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1,90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.90 $1.1 $0.48 $0.4 $0.8 $0.8 $1.9 $1.7 $1.9 $1.9 $1.9 $1.9 $1.9 $1.9 $7.3 $5.2 $5.2 $5.2 $1.2 $1.2 $0.7 $0.7 $0.7 $0.2 $1.0 $0.2 $0.6 $0.6 $1.1 $2.1 $3.9 $3.9 $7.3 $7.3 $0.5 $0.5 $7.1 $7.1 $7.1 $10.5 $4.6 $4.6 $5.6 $5.9 $5.9 $5.9 $5.9 $0.5 $6,762.0 $5,480.0 $8.4 $680.0 Labor Amount$o.oc $o.oc $o.oc $o.oc$o.oc$o.oc$o.oc $o.oc $o.oc $0.0( $3,31 8.4C $600.0( $12,845.0( $9,073.24 $19.95 $0.0( $5,840.0( $9.1! $8.3! $345.6( $312.81 $37.6( $84.0( $309.0( $1,139.01 $357.0( $580.25 $293.6( $275.94 $580.2! $33.9! $3,565.0; $75.3! $398.0! $475.0( $306.6( $0.0( $3,386.6! $5,080.0! $1,587.51 $96.6( $7,234.5! $1,465.3! $423.3; $1,649.25 $635.0! $1,523.97 $181.4; $432.0! $240.3! $57.9! $10,190.0! $1,583.82 $2,375.7; $13,302.0( $510.11 $214.77 $2,487.57 $1,857.6! $1,508.9! $28,793.11 $742.9! $317.3! $210.9! $5,541.7; $526.3! $3,506.45 $22.04 $77. 9( $19.3! $17.67 $527.82 $9.5( $2.47 $60.81 $1 1 ,020.0! $803.7! $60.8! $226.1! $3,112.2! $511.1! $95.0 $351.5 $836.0 $0.0! $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $2,618.0 $1,001.2 $964.5 $1,440.0 $1,440.0 $3,003.0 $2,710.4 $1,690.6 $10,562.5 $42.1 $218.4 $1,006.2 $3,634.8 $16,455.8 $5,280.0 $4,699.2 $5,280.0 $4,910.2 $28,380.0 $500.4 $53.2 $291.2 $95.4 $510.9 $277.4 $4,080.0 $2,976.0 $14,040.0 $12,780.0 $0.0 $4,851.8 $8,027.8 $88,200.0 $17,640.0 $12,833.7 $3,605.8 $0.0 $0.0 $6,225.0 $4,422.8 $7,560.5 $14,728.0 $1,104.4 $652.4 $528.2 $2,969.0 $417,690.0 $136.8 $553.3 $31,320.0 $0.0 $6,762.0 $10,960.0 $0. $0. $0.0 $3,450.6 $680. Materials WUnlt $8.06 $4.70 $18.0! $27.00 $60.00 $60.00 $10.7( $8.06 $5.41 $10.76 $32.03 $32.03 $32.03 $13.25 $5.35 $1,475.00 $1,850.00 $3,133.31 $26.50 $472.04 $260.00 $860.00 $1,050.00 $201.00 $395.00 $575.00 $100.00 $134.00 $23.0! $1,56tfOO $1 ,308.00 $1,500.00 $3,659.00 $120.0 $2.2 $0.7 $1.4 $0.3 $0.0 $0.0 $0.8 $0.8 $2.5 $2.5 $10.06 $17.0 $3.0 $3.0 $3.0 $2,173.0 $2,173.0 $32.0 $6,OOO.W Materials Amount $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $33,432.88 $2,820.00 $6,606.00 $5,500.17 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,020.00 $1,260.00 $7,176.92 $2,958.02 $2,044.98 $7,176.92 $0.00 $13,481.43 $285.07 $1,505.41 $5,035.00 $149.80 $0.00 $5,900.00 $11,100.00 $3,133.31 $265.00 $5,664.48 $2,340.00 $860.00 $3,150.00 $804.00 $3,555.00 $575.00 $300.00 $134.00 $138.00 $15,600.00 $2,616.00 $4,500.00 $21,954.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.0 $0.0 $0.0 $0.00 $0.0 $0.0 $0.00 $0.0 $0.0 $8,880.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $4,950.0 $1 ,564.5 $2,873.0 $612.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.00 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $360.0 $180.0 $0.0 $972.8 $1,609.6 $31,080.0 $6,216.0 $0.0 $0.0 $6,991.7 $1,260.9 $2,601.0 $1,848.0 $3,159.0 $0.0 $O.OC $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $2,173.0 $4,346.0 $0.0 $0.0 $0.0 $13,049.0 $6,000.0 Equip VUnlt $1.02 $1.32 $2.98 $3.79 $0.41 $1.28 $1.28 $1.28 $1.28 $1.28 $1.28 $1.28 $0.40 $1.20 $20.00 $20.00 $1.11 $1.02 $0.94 $1.11 $0.78 $1.89 $1.89 $1.89 $3.20 $0.00 $189.01 $189.01 $354.40 $36.35 $94.51 $148.32 $35.44 $37.80 $40.50 $249.00 $3,686.00 $0.78 $0.78 $0.78 $0.78 $0.78 $0.51 $0.51 $0.51 $0.51 $0.51 $0.51 $0.51 $0.51 $0.51 $0.51 • $0.51 $0.51 $0.51 $0.51 $0.51 $0.51 $0.5 $0.51 $0.51 $0.51 $0.5 $0.5 $0.5 $0.1 $0.1 $1.4 $1.2 $1.4 $1.4 $1.4 $1.4 $1.4 $1.4 $5.34 $6.7 $6.7 $6.7 $5.1 $5.1 $1.1 $1.1 $1.1 $0.2 $0.1 $0.2 $0.44 $0.44 $0.00 $15.4 $15.4 $15.4 $18.9 $9.7 $9.7 $9.9 $10.4 $10.4 $10.4 $10.4 $0.9 $158.0 $138.0 $1.8 Equip Amount $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,230.96 $792.00 $1,093.66 $772.06 $4.76 $0.00 $9,344.00 $14.59 $13.31 $552.96 $500.48 $60.16 $56.00 $619.00 $1,340.00 $420.00 $740.37 $374.34 $355.32 $740.37 $9.05 $795.50 $16.82 $88.83 $1,216.00 $0.00 $0.00 $756.04 $1,134.06 $354.40 $0.00 $0.00 $327.15 $94.51 $444.96 $141.76 $340.20 $40.50 $0.00 $0.00 $0.00 $2,490.00 $0.00 $0.00 $0.00 $1,068.94 $57.17 $662.22 $494.52 $401.70 $7,665.06 $199.41 $85.17 $56.61 $1,487.52 $141.27 $941.21 $5.92 $20.91 $5.20 $4.74 $141.68 $2.5 $0.6 $16.32 $2,958.00 $215.73 $16.3 $60.6 $835.3 $137.1 $25.5 $94.3 $224.4 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $220.0 $250.3 $0.0 $0.0 $0.0 $2,186.8 $1,971.2 $1,231.1 $7,691 .7 $30.6 $159.0 $732.7 $2,646.8 $11,988.3 $6,700.0 $5,963.0 $6,700.00 $19,755.2 $114,180.00 $799.2 $85.1 $465.2 $77.0 $72.3 $224.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $0.0 $10,266.9 $2,884.6 $0.0 $0.0 $13,392.0 $9,515.0 $16,264.9 $26,529.0 $2,308.3 $1,363.6 $923.0 $5,189.6 $730,080.0 $239.2 $967.2 $51,300.0 $0.0 $158.0 $276.0 $0.0 $0.0 $0.0 $769.9 $0.0 Total WUnlt $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $1000 /Cuyd $9.88 / Sqyd $7.02 / Sqyd $55.98 / Sqyd $75.33 / Sqyd $2.1 3 /Cuyd $2.08 /Cuyd $2.08 / Cuyd $2.08 / Cuyd $2.08 / Cuyd $2.08 / Cuyd $2.08 /Cuyd $2.08 / Cuyd $1 / Cuyc $1.8 /Cuyd $97 /Cuyd $97 / Cuyd $12.74 /Sqyd $9.88 / Sqyd $7.08 / Sqyd $12.74 /Sqyd $3.71 / Cuyd $42.39 / Cuyd $42.39 / Cuyd $42.39 / Cuyd $17.7 /Cuyd $16.3 /Cuyd $160 /Sqft $251 0.68 /Each $2885.68 / Each $5075.21 / Each $36.1 6 /Each $1 074.92 /Each $459.1 7 /Each $1377.84 /Each $1748.07 /Each $395.19/Each $602.13 /Each $796.93 / Each $244 / Each $374.32 / Each $32.66 / Each $2828 / Each $2099.91 / Each $2291.91 /Each $5876 / Each $5445 / Acre $3.71 / Cuyd $3.71 / Cuyd $3.71 / Cuyd $3.71 / Cuyd $3.71 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuyd $2.41 / Cuy $2.41 / Cuyd $2.41 / Cuy $2.41 / Cuyd $1000 /Cuy $1000 /Cuy $120 /Cuy $1000 /Cuy $105/Tr $33 / To $1000 /Cuyc $261 4 /Lsum $1536 /Lsum $500 / Lsum $30000 /Lsun $3.54 /Inf $1.35/Sqyi $1.87 /Sqy $1.14 /Inf $0.8 / In $3.37 / Cuy $3.04 / Cuy( $3.37 / Cuy $3.37 /Cuy $3.37 / Cuy $3.37 /Cuy( $3.37 /Cuy $3.37 /Cuy $12.67 /Cuy $11. 98 /Cuy $11. 98 /Cuyd $11. 98 /Cuy $6.48 / Cuy $6.48 / Cuy $1 .87 / Cuyd $1.87 /Cuy $1.87 /Cuyd $0.47 / Sqyd $1.21 /Sqy $0.47 /Sqy $0.68 /Sq $0.62 / Sq $1.2 /Sq $2.16 /Sq $1000 /Cuy $4.79 / Sfc $4.79 / Sfc $9.94 / Sfc $9.94 /Sfc $0.99 /Sqy $0.99 / Sqy $10.06 /Cuy $17.04 /Cuy $25.63 / Cuy $25.63 / Cuy $25.63 /Cuy $29.47 / Cuy $14.4 /Cuy $14.4 /Cuy $15.6 /Cuy $16.35 /Cuyc $16. 35 /Cuy $16. 35 /Cuy $16.35 /Cuy $1.53 /Cuyc $1000 /Cuy $9093 / Eac $7791 / Eac $1000 /Cuy $1000 /Cuy $1000 /Cuy $42.39 / Cuy $6680 / Eac Subs Amount Other Amount $1.000.00 $1.000.00 $1.000.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $160.00 $1,000.0 $1,000.0 $1,000.0! $105.0 $33.0 $1,000.0 $2,614.0 $1,536.0! $500.01 $30,000.0 $1,000.00 $1,000.0 $1,OOO.OC $1,OOO.OC $1,OOO.OC Grand Total $1,000.0! $1,000.0! $1,000.0! $1 ,000.0( $1,OOO.OC $1,000.0! $1,000.0! $1,000.0! $1,000.0! $1,000.0! $40,982.2' $4,212.0! $20,544.6! $15,345.47 $24.7 $0.0! $15,184.0! $23.71 $21.6: $898.5! $813.2! $97.7! $140.0! $928.0! $6,499.0! $2,037.0! $8,497.5! $3,625.9f $2,676.2- $8,497.5! $43.0' $17,841.9! $377.2 $1,992.3; $6,726.0! $456.4! $160.0! $10,042.7; $17,314.0! $5,075.2 $361.6! $12,899.0- $4,132.5; $1,377.8 $5,244.21 $1,580.7f $5,419.17 $796.91 $732.0! $374.3, $195.9f $28,280.0! $4,199.8! $6,875.7; $35,256.0! $1,579.0! $271.9- $3,149.7! $2,352.1- $1,910.6! $36,458.17 $942.31 $402.47 $267.51 $7,029.2! $667.57 $4,447.6! $27.9! $98.8 $24.5! $22.41 $669.5! $12.0! $3.1; $77.1! $13,978.0( $1,019.4; $77.1! $286.7! $3,947.5! $648.2! $120.5! $445.! $1,060.4! $1,000.0! $1,000.( $8,880.0! $1,000.0! $105.C $33.( $1,OOO.C $2,614.0! $1,536.0! $500.0 $30,000. ( $7,788.1 $2,816.1 $3,837.5 $2,052.0! $1,440.0! $5,189.f $4,681.6 $2,921.7! $18,254.2! $72.7! $377.' $1,738.9! $6.281.6! $28,444.1 $11,980.0! $10,662.2! $11,980.0! $24,665.47 $142,560.0! $1,299.6! $138.3! $756.5! $172.4! $583.2! $501.4! $4,080.0! $2,976.0! $14,400.0! $12,960.0! $1,000.0! $5,824.6 $9,637.4! $119,280.0! $23,856.0! $23,100.6! $6,490.4 $6,991.7! $1,260.9! $22,218.0! $15,785.8! $26,984.4! $41,257.0! $3,412.8! $2,016.0! $1,451.2 $8,158.6! $1,147,770.0! $376.0! $1,520.5! $82,620.0! $1,000.0! $9,093.0! $15,582.0! $1,000.0! $1,000.0! $1 ,000.0! $17,269.6! $6,680.0! Carlsbad Drainage Master Plan APPENDIX D MASTER PLAN OF DRAINAGE FACILITIES Use of contents on this sheet is subject to the limitations specified at the end of this document