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3872; Carlsbad Drainage Master Plan; Carlsbad Drainage Master Plan Appendix B&C; 2007-11-16
Carlsbad Drainage Master Plan B Use of contents on this sheet is subject to the limitations specified at the end of this document. APPENDIX B DETAILED PROJECT COST ESTIMATES Project Unit Costs Inventory List City of Carlsbad Drainage Master Plan July 2008 Project ID Length (ft) Diameter (in) or Facility Type Construction Cost Mark-up Costs Capital Project Cost PDLA - A Project AAAA 900 24 $218,072 $198,428 $416,500 Project AAA 550 36 $150,293 $139,241 $289,534 Project AC 1000 & 275 36 & 18 $561,078 $431,835 $992,913 Project AFA 2000 Channel $26,837 $64,771 $91,608 Project AFB 3600 Channel $66,071 $97,093 $163,164 $1,953,719 PDLA - B Project B 3000 Channel $1,178,489 $952,728 $2,131,218 Project BB-1 1100 18 $176,840 $158,793 $335,632 Project BB-2 1700 36 $413,663 $336,770 $750,433 Project BCA 2900 24 $590,376 $478,237 $1,068,613 Project BCB 925 30 $256,921 $211,175 $468,096 Project BCC 925 36 $279,735 $232,244 $511,979 Project BFA 1600 42 $528,155 $435,518 $963,673 Project BFB-U 3800 Channel $68,367 $69,853 $138,220 Project BFB-L 800 48 $255,297 $236,040 $491,336 Project BF1 N/A Sed Basin $223,827 $189,156 $412,983 Project BJ-1 270 & N/A RCB & Sed Basin $276,784 $223,735 $500,519 Project BJB N/A Outlet Structure $77,952 $75,080 $153,032 Project BL-U 800 39 $198,775 $185,734 $384,509 Project BL-L 20 & 125 90 & Bridge $652,887 $1,163,214 $1,816,101 Project BM 260 RCB $127,624 $76,453 $204,077 Project BNB 3600 84 $1,876,136 $1,546,690 $3,422,826 Project BN 3600 Channel $170,056 $186,617 $356,673 Project BP 28 & 172 RCB $191,371 $133,963 $325,334 Project BQ 800 Spot Enhance $67,164 $64,191 $131,355 Project BR 150 66 $94,281 $86,492 $180,773 $14,747,382 PDLA - C Project C1 100 BRIDGE $1,667,416 $1,851,100 $3,518,516 Project C2 90 RCB $259,816 $467,915 $727,730 Project CA 600 Concrete Channel $191,064 $338,338 $529,402 $4,775,649 PDLA - D Project DBA 360 30 $83,448 $83,767 $167,215 Project DBB 720 30 $227,889 $201,218 $429,108 Project DFA N/A Treatment System $109,404 $147,019 $256,423 Project DQB 2500 36 $402,175 $343,667 $745,842 Project DH 3111 Spot Enhance $114,417 $118,395 $232,812 Project DZ 100 RCB (2) $415,627 $226,436 $642,063 $2,473,462 $23,950,212 1 of 122 Project Costs Basin A City of Carlsbad Drainage Master Plan July 2008 City of Carlsbad, Drainage Master Plan Project Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION/ITEM DESCRIPTION Project AAA - Located in Basin A2 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject AAA01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 7200 lbs, 6'x 20' 6 Day$0.00 $0.00 $0.00 $0.00 $141.60 $849.60 $141.6 / Day$0.00 $0.00 $849.60Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $1,749.60 $0.00 $0.00 $1,749.6002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 6 Clf $2.34 $12.87 $3.06 $16.83 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $29.7002060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 427 Sqyd $5.29 $2,258.83 $0.00 $0.00 $3.49 $1,490.23 $8.78 / Sqyd $0.00 $0.00 $3,749.06Asphalt disposal - hauling and disposal fee, 4" thick 427 Sqyd $1.00 $427.00 $4.70 $2,006.90 $1.32 $563.64 $7.02 / Sqyd $0.00 $0.00 $2,997.5402170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 1112 Lnft $0.48 $533.76 $0.07 $77.84 $0.26 $289.12 $0.81 / Lnft $0.00 $0.00 $900.72Saw cutting, asphalt, after 3'' deep; each addl inch of depth 1112 Lnft $0.82 $911.84 $0.30 $333.60 $0.44 $489.28 $1.56 / Lnft $0.00 $0.00 $1,734.7202310 - Fine gradeFine grade under asphalt 427 Sqyd $0.26 $111.02 $0.00 $0.00 $0.21 $89.67 $0.47 / Sqyd $0.00 $0.00 $200.6902320 - BackfillBackfill, dozer backfilling, trench, no compaction 853 Cuyd $0.80 $682.40 $0.00 $0.00 $1.28 $1,091.84 $2.08 / Cuyd $0.00 $0.00 $1,774.2402340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 143 Cuyd $8.47 $1,211.21 $32.03 $4,580.29 $1.89 $270.27 $42.39 / Cuyd $0.00 $0.00 $6,061.7702360 - CompactionBackfill Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 853 Cuyd $1.72 $1,467.16 $0.00 $0.00 $0.41 $349.73 $2.13 / Cuyd $0.00 $0.00 $1,816.89Subgrade Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 61 Cuyd $2.93 $179.02 $0.00 $0.00 $0.78 $47.66 $3.71 / Cuyd $0.00 $0.00 $226.68Bedding Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 853 Cuyd $2.93 $2,499.29 $0.00 $0.00 $0.78 $665.34 $3.71 / Cuyd $0.00 $0.00 $3,164.6302450 - Excavating, trenchExcavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 1140 Cuyd $1.95 $2,223.00 $0.00 $0.00 $1.42 $1,618.80 $3.37 / Cuyd $0.00 $0.00 $3,841.8002460 - HaulingHauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 376 Cuyd $7.18 $2,701.12 $3.00 $1,128.60 $15.45 $5,810.89 $25.63 / Cuyd $0.00 $0.00 $9,640.61Loading Trucks, F.E. Loader, 3 C.Y.. 376 Cuyd $0.74 $278.39 $0.00 $0.00 $1.24 $466.49 $1.98 / Cuyd $0.00 $0.00 $744.88Disposal fee 19 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $1,975.05 $1,975.0502490 - Erosion controlErosion control allowance: small site: silt fence, bio bags, no special 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1536 / Lsum $0.00 $1,536.00 $1,536.0002570 - Catch basins or manholes Cleanout 1 Each $1,019.00 $1,019.00 $1,560.00 $1,560.00 $249.00 $249.00 $2828 / Each $0.00 $0.00 $2,828.00Catch bsns or manholes, curb inlet FR, grate, large 24''x36'' heavy 4 Each $602.88 $2,411.52 $472.04 $1,888.16 $0.00 $0.00 $1074.92 / Each $0.00 $0.00 $4,299.6802600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 9'' deep 427 Sqyd $0.80 $341.60 $8.06 $3,441.62 $1.02 $435.54 $9.88 / Sqyd $0.00 $0.00 $4,218.763 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' thick427 Sqyd $35.00 $14,945.00 $18.00 $7,686.00 $2.98 $1,272.46 $55.98 / Sqyd $0.00 $0.00 $23,903.4602640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 550 Lnft $0.12 $66.00 $0.17 $93.50 $0.08 $44.00 $0.37 / Lnft $0.00 $0.00 $203.5002840 - LandscapingTraffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines: 2 per 100' 11 Each $250.00 $2,750.00 $0.00 $0.00 $35.00 $385.00 $285 / Each $0.00 $0.00 $3,135.00SITE CONSTRUCTION Total$37,030.03 $22,813.34 $15,628.96 $0.00 $8,389.05 $83,861.3815 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia 550 Lnft $39.70 $21,835.00 $73.00 $40,150.00 $3.94 $2,167.00 $116.64 / Lnft $0.00 $0.00 $64,152.00Piping, water dist, conc pipe, gasket, 36'' dia 55 Each $3.14 $172.70 $6.50 $357.50 $0.00 $0.00 $9.64 / Each $0.00 $0.00 $530.20MECHANICAL Total$22,007.70 $40,507.50 $2,167.00 $0.00 $0.00 $64,682.20 Project AAA Total 550 LF $59,037.73 $63,320.84 $19,545.56 $0.00 $8,389.05 $150,293.18Grand Total$59,037.73 $63,320.84 $19,545.56 $0.00 $8,389.05 $150,293.184 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 39.28% $59,038Material 42.13% $63,321Equipment 13.00% $19,546Subcontractor 0.00% $0Other 5.58% $8,389Net Costs$150,293Labor Mark-up 18.00% $10,627Material Mark-up 15.00% $9,498Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $2,932Sales tax (material) 7.75% $4,907Sales tax (equipment) 7.75% $1,515Material Shipping & Handling 2.50% $1,583Worker's Travel/Subsistence 0.10% $59Subtotal$181,414Contractor General Conditions 12.00% $21,770Subtotal$203,184Earthquake Insurance 0.10% $203Subtotal$203,387Construction Contingency 25.00% $50,847Subtotal$254,234Bldg Risk, Liability Auto Ins. 2.00% $5,085Subtotal$259,318Performance Bond 1.00% $2,593Payment Bond 1.00% $2,593Subtotal$264,505Engineering Fee 10.00% $15,029Environmental Permitting (Lump Sum) - $10,000Total Estimate$289,5345 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject AAAA - Located in Basin A6 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject AAAA01 - GENERAL REQUIREMENTSTrench box, 7200 lbs, 6'x 20' 12 Day$0.00 $0.00 $0.00 $0.00 $141.60 $1,699.20 $141.6 / Day$0.00 $0.00 $1,699.20Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $2,599.20 $0.00 $0.00 $2,599.2002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 9 Clf $2.34 $21.06 $3.06 $27.54 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $48.6002060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 600 Sqyd $5.29 $3,174.00 $0.00 $0.00 $3.49 $2,094.00 $8.78 / Sqyd $0.00 $0.00 $5,268.00Asphalt disposal - hauling and disposal fee, 4" thick 600 Sqyd $1.00 $600.00 $4.70 $2,820.00 $1.32 $792.00 $7.02 / Sqyd $0.00 $0.00 $4,212.0002170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 1812 Lnft $0.48 $869.76 $0.07 $126.84 $0.26 $471.12 $0.81 / Lnft $0.00 $0.00 $1,467.72Saw cutting, asphalt, after 3'' deep; each addl inch of depth 1812 Lnft $0.82 $1,485.84 $0.30 $543.60 $0.44 $797.28 $1.56 / Lnft $0.00 $0.00 $2,826.7202310 - Fine gradeFine grade under asphalt 600 Sqyd $0.26 $156.00 $0.00 $0.00 $0.21 $126.00 $0.47 / Sqyd $0.00 $0.00 $282.0002340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 421 Cuyd $8.47 $3,565.02 $32.03 $13,481.43 $1.89 $795.50 $42.39 / Cuyd $0.00 $0.00 $17,841.95Import backfill, crushed stone 3/4'' to 1/2'' 444 Cuyd $8.47 $3,764.07 $32.03 $14,234.13 $1.89 $839.92 $42.39 / Cuyd $0.00 $0.00 $18,838.1202360 - CompactionSubgrade Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 67 Cuyd $2.93 $195.43 $0.00 $0.00 $0.78 $52.03 $3.71 / Cuyd $0.00 $0.00 $247.46Bedding Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 362 Cuyd $2.93 $1,060.66 $0.00 $0.00 $0.78 $282.36 $3.71 / Cuyd $0.00 $0.00 $1,343.0202450 - Excavating, trenchExcavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 867 Cuyd $1.95 $1,690.65 $0.00 $0.00 $1.42 $1,231.14 $3.37 / Cuyd $0.00 $0.00 $2,921.7902460 - HaulingHauling, LCY, no loading, 12 c.y. dump truck, 20 MI 867 Cuyd $7.18 $6,225.06 $3.00 $2,601.00 $15.45 $13,392.00 $25.63 / Cuyd $0.00 $0.00 $22,218.06Loading Trucks, F.E. Loader, 3 C.Y.. 867 Cuyd $0.74 $641.58 $0.00 $0.00 $1.24 $1,075.08 $1.98 / Cuyd $0.00 $0.00 $1,716.66Disposal fee 43 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $4,551.75 $4,551.7502490 - Erosion controlErosion control allowance: small site: silt fence, bio bags, no special 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1536 / Lsum $0.00 $1,536.00 $1,536.0002570 - Catch basins or manholesCB or manholes, conc, precast, 4' ID, 6' deep 3 Each $549.75 $1,649.25 $1,050.00 $3,150.00 $148.32 $444.96 $1748.07 / Each $0.00 $0.00 $5,244.21Junction structure manholes, concrete, precast, 8' I.D., 8' deep, 1 Each $1,587.50 $1,587.50 $3,133.31 $3,133.31 $354.40 $354.40 $5075.21 / Each $0.00 $0.00 $5,075.21CB or manholes, conc, slab tops, precast, 8'' thick, 4' dia 3 Each $158.75 $476.25 $201.00 $603.00 $35.44 $106.32 $395.19 / Each $0.00 $0.00 $1,185.57Cleanout 2 Each $1,019.00 $2,038.00 $1,560.00 $3,120.00 $249.00 $498.00 $2828 / Each $0.00 $0.00 $5,656.00CB or manholes, conc, slab tops, precast, 8'' thick, 8' dia 1 Each $181.43 $181.43 $575.00 $575.00 $40.50 $40.50 $796.93 / Each $0.00 $0.00 $796.93Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 3 Each $162.82 $488.46 $260.00 $780.00 $36.35 $109.05 $459.17 / Each $0.00 $0.00 $1,377.51Catch bsns or manholes, frs and covs, hvy traffic, 36'' diam, 1150 lb. 1 Each $423.33 $423.33 $860.00 $860.00 $94.51 $94.51 $1377.84 / Each $0.00 $0.00 $1,377.84CB or manholes, inverts, single channel brick, concrete 3 Each $144.00 $432.00 $100.00 $300.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $732.00CB or manholes, inverts, triple channel, conc 1 Each $240.32 $240.32 $134.00 $134.00 $0.00 $0.00 $374.32 / Each $0.00 $0.00 $374.32CB/manholes, steps, heavyweight cast iron, 12'' x 10-1/2'', for all con 6 Each $9.66 $57.96 $23.00 $138.00 $0.00 $0.00 $32.66 / Each $0.00 $0.00 $195.967 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 9'' deep 600 Sqyd $0.80 $480.00 $8.06 $4,836.00 $1.02 $612.00 $9.88 / Sqyd $0.00 $0.00 $5,928.0002610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' thick600 Sqyd $35.00 $21,000.00 $18.00 $10,800.00 $2.98 $1,788.00 $55.98 / Sqyd $0.00 $0.00 $33,588.0002640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 900 Lnft $0.12 $108.00 $0.17 $153.00 $0.08 $72.00 $0.37 / Lnft $0.00 $0.00 $333.0002840 - LandscapingTraffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines: 2 per 100' 18 Each $250.00 $4,500.00 $0.00 $0.00 $35.00 $630.00 $285 / Each $0.00 $0.00 $5,130.00SITE CONSTRUCTION Total$57,111.63 $62,416.85 $26,698.16 $0.00 $10,965.75 $157,192.3903 - CONCRETE03330 - Patching concretePre-cast concrete wall penetration, non-shrink grout, 24'' hole 8 Each $75.00 $600.00 $108.00 $864.00 $0.00 $0.00 $183 / Each $0.00 $0.00 $1,464.00CONCRETE Total$600.00 $864.00 $0.00 $0.00 $0.00 $1,464.0015 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 24'' dia 900 Lnft $24.50 $22,050.00 $35.00 $31,500.00 $2.84 $2,556.00 $62.34 / Lnft $0.00 $0.00 $56,106.00Piping, water dist, conc pipe, gasket, 24'' dia 90 Each $3.14 $282.60 $4.75 $427.50 $0.00 $0.00 $7.89 / Each $0.00 $0.00 $710.10MECHANICAL Total$22,332.60 $31,927.50 $2,556.00 $0.00 $0.00 $56,816.10Project AAAA Total $80,044.23 $95,208.35 $31,853.36 $0.00 $10,965.75 $218,071.69Grand Total$80,044.23 $95,208.35 $31,853.36 $0.00 $10,965.75 $218,071.698 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 36.71% $80,044Material 43.66% $95,208Equipment 14.61% $31,853Subcontractor 0.00% $0Other 5.03% $10,966Net Costs$218,072Labor Mark-up 18.00% $14,408Material Mark-up 15.00% $14,281Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $4,778Sales tax (material) 7.75% $7,379Sales tax (equipment) 7.75% $2,469Material Shipping & Handling 2.50% $2,380Worker's Travel/Subsistence 0.10% $80Subtotal$263,846Contractor General Conditions 12.00% $31,662Subtotal$295,508Earthquake Insurance 0.10% $296Subtotal$295,804Construction Contingency 25.00% $73,951Subtotal$369,754Bldg Risk, Liability Auto Ins. 2.00% $7,395Subtotal$377,150Performance Bond 1.00% $3,771Payment Bond 1.00% $3,771Subtotal$384,692Engineering Fee 10.00% $21,807Environmental Permitting (Lump Sum) - $10,000Total Estimate$416,5009 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject AC - Located in Basin A10 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject AC01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 20 Day$0.00 $0.00 $0.00 $0.00 $240.00 $4,800.00 $240 / Day$0.00 $0.00 $4,800.00GENERAL REQUIREMENTS Total$0.00 $0.00 $4,800.00 $0.00 $0.00 $4,800.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 13 Clf $2.34 $29.84 $3.06 $39.02 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $68.8502060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 436 Sqyd $5.29 $2,305.54 $0.00 $0.00 $3.49 $1,521.05 $8.78 / Sqyd $0.00 $0.00 $3,826.59Asphalt disposal - hauling and disposal fee, 4" thick 436 Sqyd $1.00 $435.83 $4.70 $2,048.40 $1.32 $575.30 $7.02 / Sqyd $0.00 $0.00 $3,059.5302170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 2280 Lnft $0.48 $1,094.40 $0.07 $159.60 $0.26 $592.80 $0.81 / Lnft $0.00 $0.00 $1,846.80Saw cutting, asphalt, after 3'' deep; each addl inch of depth 2280 Lnft $0.82 $1,869.60 $0.30 $684.00 $0.44 $1,003.20 $1.56 / Lnft $0.00 $0.00 $3,556.8002320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 1568 Cuyd $0.80 $1,254.32 $0.00 $0.00 $1.28 $2,006.91 $2.08 / Cuyd $0.00 $0.00 $3,261.23Backfill, dozer backfilling, trench, up to 300' haul, no compaction, 391 Cuyd $0.80 $312.80 $0.00 $0.00 $1.28 $500.48 $2.08 / Cuyd $0.00 $0.00 $813.2802340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 962 Cuyd $8.47 $8,146.45 $32.03 $30,806.45 $1.89 $1,817.80 $42.39 / Cuyd $0.00 $0.00 $40,770.7002360 - CompactionCompaction, trench, walk behind, vib. plate, bedding827 Cuyd $1.90 $1,571.49 $0.00 $0.00 $0.51 $421.82 $2.41 / Cuyd $0.00 $0.00 $1,993.31Compaction, trench, walk behind, vib. plate, subgrade 129 Cuyd $1.90 $244.91 $0.00 $0.00 $0.51 $65.74 $2.41 / Cuyd $0.00 $0.00 $310.65Compaction, trench, walk behind, vib. plate, backfill 1411 Cuyd $1.90 $2,681.09 $0.00 $0.00 $0.51 $719.66 $2.41 / Cuyd $0.00 $0.00 $3,400.75Compaction, struct. or trench, walk behind, vib. plate subgrade 111 Cuyd $1.90 $210.90 $0.00 $0.00 $0.51 $56.61 $2.41 / Cuyd $0.00 $0.00 $267.51Compaction, struct. or trench, walk behind, vib. plate bedding 167 Cuyd $1.90 $317.30 $0.00 $0.00 $0.51 $85.17 $2.41 / Cuyd $0.00 $0.00 $402.47Compaction, struct. or trench, walk behind, vib. plate backfill channel 391 Cuyd $1.90 $742.90 $0.00 $0.00 $0.51 $199.41 $2.41 / Cuyd $0.00 $0.00 $942.3102420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 2 CY 890 Cuyd $5.28 $4,699.20 $0.00 $0.00 $6.70 $5,963.00 $11.98 / Cuyd $0.00 $0.00 $10,662.2002450 - Excavating, trenchExcavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 2518 Cuyd $1.95 $4,910.30 $0.00 $0.00 $1.42 $3,575.70 $3.37 / Cuyd $0.00 $0.00 $8,486.0002460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 1580 Cuyd $5.95 $9,398.62 $0.00 $0.00 $10.40 $16,427.84 $16.35 / Cuyd $0.00 $0.00 $25,826.46Hauling, LCY, no loading, 20 c.y. dump truck, 20 MI RT, 0.4 lds/hr, 499 Cuyd $5.95 $2,969.05 $0.00 $0.00 $10.40 $5,189.60 $16.35 / Cuyd $0.00 $0.00 $8,158.65Loading Trucks, F.E. Loader, 3 C.Y.. 1580 Cuyd $0.74 $1,168.90 $0.00 $0.00 $1.24 $1,958.70 $1.98 / Cuyd $0.00 $0.00 $3,127.61Loading Trucks, F.E. Loader, 3 C.Y.., channel 499 Cuyd $0.74 $369.26 $0.00 $0.00 $1.24 $618.76 $1.98 / Cuyd $0.00 $0.00 $988.0202570 - Catch basins or manholesCatch basins or manholes, concrete, precast, 6' I.D., 6' deep 6 Each $846.67 $5,080.02 $1,850.00 $11,100.00 $189.01 $1,134.06 $2885.68 / Each $0.00 $0.00 $17,314.0811 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 436 Sqyd $35.00 $15,254.05 $18.00 $7,844.94 $2.98 $1,298.77 $55.98 / Sqyd $0.00 $0.00 $24,397.76SITE CONSTRUCTION Total$65,066.76 $52,682.41 $45,732.39 $0.00 $0.00 $163,481.5603 - CONCRETE03090 - Forms place, slab gradeForms in place, SOG, edge forms, 7'' to 12'' high, wood, channel 1216 Sfca $3.99 $4,851.84 $0.80 $972.80 $0.00 $0.00 $4.79 / Sfca $0.00 $0.00 $5,824.6403110 - Forms in place, wallsForms in place, walls, job built plyform, to 8' high, channel 2400 Sfca $7.35 $17,640.00 $2.59 $6,216.00 $0.00 $0.00 $9.94 / Sfca $0.00 $0.00 $23,856.0003140 - Welded wire fabricWelded wire fabric, sheets, 4 x 4 - W4 x W4 (4 x 4), 85 lb/CSF, 54 Csf$36.61 $1,976.94 $29.41 $1,588.14 $0.00 $0.00 $66.02 / Csf $0.00 $0.00 $3,565.08Welded wire fabric, sheets, 4 x 4 - W4 x W4 (4 x 4), 85 lb/CSF, 12 Csf$36.61 $439.32 $29.41 $352.92 $0.00 $0.00 $66.02 / Csf $0.00 $0.00 $792.2403150 - Concrete, ready mixHeadwall 195 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $195,000.00 $195,000.00Concrete, ready mix, regular weight, 4000 psi 104 Cuyd $0.00 $0.00 $120.00 $12,480.00 $0.00 $0.00 $120 / Cuyd $0.00 $0.00 $12,480.0003170 - Placing concretePlacing conc, incl vib, slab on grade, pumped, channel 59 Cuyd $17.45 $1,029.55 $0.00 $0.00 $5.56 $328.04 $23.01 / Cuyd $0.00 $0.00 $1,357.59Placing conc, incl vib, walls, pumped, channel 45 Cuyd $32.28 $1,452.60 $0.00 $0.00 $10.28 $462.60 $42.56 / Cuyd $0.00 $0.00 $1,915.2003180 - Finishing floorsFinishing slabs, break ties, forms & patch voids 1216 Sqft $1.17 $1,422.72 $0.03 $36.48 $0.00 $0.00 $1.2 / Sqft $0.00 $0.00 $1,459.20Finishing floors, monolithic, screed, float, & hand trowel, channel 4800 Sqft $0.62 $2,976.00 $0.00 $0.00 $0.00 $0.00 $0.62 / Sqft $0.00 $0.00 $2,976.0003190 - Finishing wallsFinishing slabs, break ties, forms & patch voids 2400 Sqft $1.17 $2,808.00 $0.03 $72.00 $0.00 $0.00 $1.2 / Sqft $0.00 $0.00 $2,880.00Finishing walls, carborundum rub, wet rub 1200 Sqft $2.13 $2,556.00 $0.03 $36.00 $0.00 $0.00 $2.16 / Sqft $0.00 $0.00 $2,592.00CONCRETE Total$37,152.97 $21,754.34 $790.64 $0.00 $195,000.00 $254,697.9515 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 18'' dia 275 Lnft $18.85 $5,183.75 $32.00 $8,800.00 $2.18 $599.50 $53.03 / Lnft $0.00 $0.00 $14,583.25Piping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia 1000 Lnft $39.70 $39,700.00 $73.00 $73,000.00 $3.94 $3,940.00 $116.64 / Lnft $0.00 $0.00 $116,640.0015395 - CleanoutsCleanouts, flr type, rnd top, xtra hvy dty, 36'' pipe size 3 Each $791.91 $2,375.73 $1,500.00 $4,500.00 $0.00 $0.00 $2291.91 / Each $0.00 $0.00 $6,875.73MECHANICAL Total$47,259.48 $86,300.00 $4,539.50 $0.00 $0.00 $138,098.98Project AC Total $149,479.21 $160,736.75 $55,862.53 $0.00 $195,000.00 $561,078.49Grand Total$149,479.21 $160,736.75 $55,862.53 $0.00 $195,000.00 $561,078.4912 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 26.64% $149,479Material 28.65% $160,737Equipment 9.96% $55,863Subcontractor 0.00% $0Other 34.75% $195,000Net Costs$561,078Labor Mark-up 18.00% $26,906Material Mark-up 15.00% $24,111Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $8,379Sales tax (material) 7.75% $12,457Sales tax (equipment) 7.75% $4,329Material Shipping & Handling 2.50% $4,018Worker's Travel/Subsistence 0.10% $149Subtotal$641,429Contractor General Conditions 12.00% $76,971Subtotal$718,400Earthquake Insurance 0.10% $718Subtotal$719,119Construction Contingency 20.00% $143,824Subtotal$862,943Bldg Risk, Liability Auto Ins. 2.00% $17,259Subtotal$880,201Performance Bond 1.00% $8,802Payment Bond 1.00% $8,802Subtotal$897,806Engineering Fee 10.00% $56,108Environmental Permitting (Lump Sum) - $39,000Total Estimate$992,91313 of 122 City of Carlsbad Drainage Master Plan July 2008Project AFACity of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 11/14/1005Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject AFA - Located in Basin A14 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject AFA02 - SITE CONSTRUCTION 02210 - Clear and grubClear & grub, brush, including stumps 0Acre $1,759.00 $703.60 $0.00 $0.00 $3,686.00 $1,474.40 $5445 / Acre $0.00 $0.00 $2,178.0002420 - ExcavatingExcavation, self prop scraper, 14 CY 1/4 push dozer 500 Cuyd $1.29 $645.00 $0.00 $0.00 $5.19 $2,595.00 $6.48 / Cuyd $0.00 $0.00 $3,240.0002360 - CompactionCompaction, walk behind, vibrating pl 18'' w, 12'' lifts, 4 passes, 593 Cuyd $1.90 $1,126.70 $0.00 $0.00 $0.51 $302.43 $2.41 / Cuyd $0.00 $0.00 $1,429.1302460 - HaulingFill, spread dumped material, by dozer, no compaction 593 Cuyd $0.72 $426.96 $0.00 $0.00 $1.15 $681.95 $1.87 / Cuyd $0.00 $0.00 $1,108.9102470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 1646 Sqyd $0.32 $526.72 $1.85 $3,045.10 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $3,571.8202480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 100 Cuyd $49.95 $4,995.00 $60.56 $6,056.00 $16.44 $1,644.00 $126.95 / Cuyd $0.00 $0.00 $12,695.0002490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.00SITE CONSTRUCTION Total$8,423.98 $9,101.10 $6,697.78 $0.00 $2,614.00 $26,836.86Project AFA Total $8,423.98 $9,101.10 $6,697.78 $0.00 $2,614.00 $26,836.86Grand Total$8,423.98 $9,101.10 $6,697.78 $0.00 $2,614.00 $26,836.8615 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 31.39% $8,424Material 33.91% $9,101Equipment 24.96% $6,698Subcontractor 0.00% $0Other 9.74% $2,614Net Costs$26,837Labor Mark-up 18.00% $1,516Material Mark-up 15.00% $1,365Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $1,005Sales tax (material) 7.75% $705Sales tax (equipment) 7.75% $519Material Shipping & Handling 2.50% $228Worker's Travel/Subsistence 0.10% $8Subtotal$32,183Contractor General Conditions 12.00% $3,862Subtotal$36,045Earthquake Insurance 0.10% $36Subtotal$36,081Construction Contingency 25.00% $9,020Subtotal$45,102Bldg Risk, Liability Auto Ins. 2.00% $902Subtotal$46,004Performance Bond 1.00% $460Payment Bond 1.00% $460Subtotal$46,924Engineering Fee 10.00% $2,684Environmental Permitting (Lump Sum) - $42,000Total Estimate$91,60816 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 11/14/2005Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject AFB - Located in Basin A17 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject AFB02 - SITE CONSTRUCTION 02210 - Clear and grubClear & grub, brush, including stumps 1Acre $1,759.00 $1,055.40 $0.00 $0.00 $3,686.00 $2,211.60 $5445 / Acre $0.00 $0.00 $3,267.0002420 - ExcavatingExcavation, self prop scraper, 14 CY 1/4 push dozer 1500 Cuyd $1.29 $1,935.00 $0.00 $0.00 $5.19 $7,785.00 $6.48 / Cuyd $0.00 $0.00 $9,720.0002360 - CompactionCompaction, walk behind, vibrating pl 18'' w, 12'' lifts, 4 passes, 1650 Cuyd $1.90 $3,135.00 $0.00 $0.00 $0.51 $841.50 $2.41 / Cuyd $0.00 $0.00 $3,976.5002460 - HaulingDisposal fee 53 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $5,601.75 $5,601.75Hauling, LCY, no loading, 12 CY dump truck, clear & grub 1067 Cuyd $4.66 $4,972.22 $0.00 $0.00 $9.74 $10,392.58 $14.4 / Cuyd $0.00 $0.00 $15,364.80Loading Trucks, F.E. Loader, 3 C.Y.., clear & grub 1067 Cuyd $0.74 $789.58 $0.00 $0.00 $1.24 $1,323.08 $1.98 / Cuyd $0.00 $0.00 $2,112.66Fill, spread dumped material, by dozer, no compaction 1650 Cuyd $0.72 $1,188.00 $0.00 $0.00 $1.15 $1,897.50 $1.87 / Cuyd $0.00 $0.00 $3,085.5002470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 1646 Sqyd $0.32 $526.72 $1.85 $3,045.10 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $3,571.8202480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 132 Cuyd $49.95 $6,593.40 $60.56 $7,993.92 $16.44 $2,170.08 $126.95 / Cuyd $0.00 $0.00 $16,757.4002490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.00SITE CONSTRUCTION Total$20,195.32 $11,039.02 $26,621.34 $0.00 $8,215.75 $66,071.43Project AFB Total $20,195.32 $11,039.02 $26,621.34 $0.00 $8,215.75 $66,071.43Grand Total$20,195.32 $11,039.02 $26,621.34 $0.00 $8,215.75 $66,071.4318 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 30.57% $20,195Material 16.71% $11,039Equipment 40.29% $26,621Subcontractor 0.00% $0Other 12.43% $8,216Net Costs$66,071Labor Mark-up 18.00% $3,635Material Mark-up 15.00% $1,656Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $3,993Sales tax (material) 7.75% $856Sales tax (equipment) 7.75% $2,063Material Shipping & Handling 2.50% $276Worker's Travel/Subsistence 0.10% $20Subtotal$78,570Contractor General Conditions 12.00% $9,428Subtotal$87,999Earthquake Insurance 0.10% $88Subtotal$88,087Construction Contingency 25.00% $22,022Subtotal$110,109Bldg Risk, Liability Auto Ins. 2.00% $2,202Subtotal$112,311Performance Bond 1.00% $1,123Payment Bond 1.00% $1,123Subtotal$114,557Engineering Fee 10.00% $6,607Environmental Permitting (Lump Sum) - $42,000Total Estimate$163,16419 of 122 Project Costs Basin B City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/12/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject B - Located in Basin B20 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject B02 - SITE CONSTRUCTION02060 - Site demolitionSite dml, conc7'' to 24'' thick, rod reinforced 25 Cuyd $92.56 $2,314.00 $0.00 $0.00 $61.09 $1,527.25 $153.65 / Cuyd $0.00 $0.00 $3,841.2502210 - Clear and grubClear & grub, brush, including stumps 2Acre $1,759.00 $3,518.00 $0.00 $0.00 $3,686.00 $7,372.00 $5445 / Acre $0.00 $0.00 $10,890.0002420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 3 CY 36000 Cuyd $5.28 $190,080.00 $0.00 $0.00 $6.70 $241,200.00 $11.98 / Cuyd $0.00 $0.00 $431,280.00Excavating, structural, mach excav, com earth, hyd backhoe, 3 CY 1000 Cuyd $5.28 $5,280.00 $0.00 $0.00 $6.70 $6,700.00 $11.98 / Cuyd $0.00 $0.00 $11,980.0002430 - FillFill, spread dumped material, by dozer, no compaction 1400 Cuyd $0.72 $1,008.00 $0.00 $0.00 $1.15 $1,610.00 $1.87 / Cuyd $0.00 $0.00 $2,618.0002460 - HaulingDisposal fee 2 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $210.00 $210.00Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr, 25 Cuyd $5.95 $148.75 $0.00 $0.00 $10.40 $260.00 $16.35 / Cuyd $0.00 $0.00 $408.75Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 30000 Cuyd $5.95 $178,500.00 $0.00 $0.00 $10.40 $312,000.00 $16.35 / Cuyd $0.00 $0.00 $490,500.00Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 2456 Cuyd $5.95 $14,613.20 $0.00 $0.00 $10.40 $25,542.40 $16.35 / Cuyd $0.00 $0.00 $40,155.60Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 1400 Cuyd $5.95 $8,330.00 $0.00 $0.00 $10.40 $14,560.00 $16.35 / Cuyd $0.00 $0.00 $22,890.00Loading Trucks, F.E. Loader, 3 C.Y.. 26000 Cuyd $0.74 $19,240.00 $0.00 $0.00 $1.24 $32,240.00 $1.98 / Cuyd $0.00 $0.00 $51,480.00Loading Trucks, F.E. Loader, 3 C.Y.., concrete 23 Cuyd $0.74 $17.02 $0.00 $0.00 $1.24 $28.52 $1.98 / Cuyd $0.00 $0.00 $45.54Loading Trucks, F.E. Loader, 3 C.Y.. 1400 Cuyd $0.74 $1,036.00 $0.00 $0.00 $1.24 $1,736.00 $1.98 / Cuyd $0.00 $0.00 $2,772.00Loading Trucks, F.E. Loader, 3 C.Y.. 2456 Cuyd $0.74 $1,817.44 $0.00 $0.00 $1.24 $3,045.44 $1.98 / Cuyd $0.00 $0.00 $4,862.8802470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 507 Sqyd $0.32 $162.24 $1.85 $937.95 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $1,100.1902480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 618 Cuyd $49.95 $30,869.10 $60.56 $37,426.08 $16.44 $10,159.92 $126.95 / Cuyd $0.00 $0.00 $78,455.10SITE CONSTRUCTION Total $456,933.75 $38,364.03 $657,981.53 $0.00 $210.00 $1,153,489.3103 - CONCRETE03150 - Concrete, ready mixRetaining wall 25 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $25,000.00 $25,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $25,000.00 $25,000.00Project B Total $456,933.75 $38,364.03 $657,981.53 $0.00 $25,210.00 $1,178,489.31Grand Total$456,933.75 $38,364.03 $657,981.53 $0.00 $25,210.00 $1,178,489.3121 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 38.77% $456,934Material 3.26% $38,364Equipment 55.83% $657,982Subcontractor 0.00% $0Other 2.14% $25,210Net Costs$1,178,489Labor Mark-up 18.00% $82,248Material Mark-up 15.00% $5,755Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $98,697Sales tax (material) 7.75% $2,973Sales tax (equipment) 7.75% $50,994Material Shipping & Handling 2.50% $959Worker's Travel/Subsistence 0.10% $457Subtotal$1,420,572Contractor General Conditions 12.00% $170,469Subtotal$1,591,041Earthquake Insurance 0.10% $1,591Subtotal$1,592,632Construction Contingency 20.00% $318,526Subtotal$1,911,158Bldg Risk, Liability Auto Ins. 2.00% $38,223Subtotal$1,949,381Performance Bond 1.00% $19,494Payment Bond 1.00% $19,494Subtotal$1,988,369Engineering Fee 10.00% $117,849Environmental Permitting (Lump Sum) - $25,000Total Estimate$2,131,21822 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BB-1 23 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BB-101 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 7200 lbs, 6'x 20' 25 Day$0.00 $0.00 $0.00 $0.00 $141.60 $3,540.00 $141.6 / Day$0.00 $0.00 $3,540.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $4,440.00 $0.00 $0.00 $4,440.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 11 Clf $2.34 $25.74 $3.06 $33.66 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $59.4002060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 672 Sqyd $5.29 $3,554.88 $0.00 $0.00 $3.49 $2,345.28 $8.78 / Sqyd $0.00 $0.00 $5,900.16Asphalt disposal - hauling and disposal fee, 4" thick 672 Sqyd $1.00 $672.00 $4.70 $3,158.40 $1.32 $887.04 $7.02 / Sqyd $0.00 $0.00 $4,717.4402170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 2211 Lnft $0.48 $1,061.28 $0.07 $154.77 $0.26 $574.86 $0.81 / Lnft $0.00 $0.00 $1,790.91Saw cutting, asphalt, after 3'' deep; each addl inch of depth 2211 Lnft $0.82 $1,813.02 $0.30 $663.30 $0.44 $972.84 $1.56 / Lnft $0.00 $0.00 $3,449.1602310 - Fine gradeFine grade, fine grade granular base for sidewalks and bikeways 100 Sqyd $1.06 $106.00 $0.00 $0.00 $0.15 $15.00 $1.21 / Sqyd $0.00 $0.00 $121.0002320 - BackfillBackfill, dozer backfilling, trench, no compaction 1160 Cuyd $0.80 $928.00 $0.00 $0.00 $1.28 $1,484.80 $2.08 / Cuyd $0.00 $0.00 $2,412.8002340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 224 Cuyd $8.47 $1,897.28 $32.03 $7,174.72 $1.89 $423.36 $42.39 / Cuyd $0.00 $0.00 $9,495.3602360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 1160 Cuyd $1.90 $2,204.00 $0.00 $0.00 $0.51 $591.60 $2.41 / Cuyd $0.00 $0.00 $2,795.60Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 1160 Cuyd $2.93 $3,398.80 $0.00 $0.00 $0.78 $904.80 $3.71 / Cuyd $0.00 $0.00 $4,303.6002450 - Excavating, trenchExcavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 1456 Cuyd $1.95 $2,839.20 $0.00 $0.00 $1.42 $2,067.52 $3.37 / Cuyd $0.00 $0.00 $4,906.7202460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 296 Cuyd $5.95 $1,761.20 $0.00 $0.00 $10.40 $3,078.40 $16.35 / Cuyd $0.00 $0.00 $4,839.60Loading Trucks, F.E. Loader, 3 C.Y..296 Cuyd $0.74 $219.04 $0.00 $0.00 $1.24 $367.04 $1.98 / Cuyd $0.00 $0.00 $586.08Disposal fee15 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $1,575.00 $1,575.0002490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesCleanout 2 Each $1,019.00 $2,038.00 $1,560.00 $3,120.00 $249.00 $498.00 $2828 / Each $0.00 $0.00 $5,656.00Catch bsns or manholes, curb inlet FR, grate, large 24''x36'' heavy 2 Each $602.88 $1,205.76 $472.04 $944.08 $0.00 $0.00 $1074.92 / Each $0.00 $0.00 $2,149.84Junction Structure 1 Each $680.00 $680.00 $6,000.00 $6,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $6,680.0002610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 672 Sqyd $35.00 $23,520.00 $18.00 $12,096.00 $2.98 $2,002.56 $55.98 / Sqyd $0.00 $0.00 $37,618.5602640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 1100 Lnft $0.12 $132.00 $0.17 $187.00 $0.08 $88.00 $0.37 / Lnft $0.00 $0.00 $407.0024 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02840 - LandscapingTraffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines 22 Each $250.00 $5,500.00 $0.00 $0.00 $35.00 $770.00 $285 / Each $0.00 $0.00 $6,270.00SITE CONSTRUCTION Total$53,556.20 $33,531.93 $17,071.10 $0.00 $9,067.00 $113,226.2315 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 18'' dia1100 Lnft $18.85 $20,735.00 $32.00 $35,200.00 $2.18 $2,398.00 $53.03 / Lnft $0.00 $0.00 $58,333.00Piping, water dist, conc pipe, gasket, 18'' dia110 Each $3.14 $345.40 $4.50 $495.00 $0.00 $0.00 $7.64 / Each $0.00 $0.00 $840.40MECHANICAL Total$21,080.40 $35,695.00 $2,398.00 $0.00 $0.00 $59,173.40Project BB-1 Total $74,636.60 $69,226.93 $23,909.10 $0.00 $9,067.00 $176,839.63Grand Total$74,636.60 $69,226.93 $23,909.10 $0.00 $9,067.00 $176,839.6325 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 42.21% $74,637Material 39.15% $69,227Equipment 13.52% $23,909Subcontractor 0.00% $0Other 5.13% $9,067Net Costs$176,840Labor Mark-up 18.00% $13,435Material Mark-up 15.00% $10,384Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $3,586Sales tax (material) 7.75% $5,365Sales tax (equipment) 7.75% $1,853Material Shipping & Handling 2.50% $1,731Worker's Travel/Subsistence 0.10% $75Subtotal$213,268Contractor General Conditions 12.00% $25,592Subtotal$238,860Earthquake Insurance 0.10% $239Subtotal$239,099Construction Contingency 25.00% $59,775Subtotal$298,874Bldg Risk, Liability Auto Ins. 2.00% $5,977Subtotal$304,851Performance Bond 1.00% $3,049Payment Bond 1.00% $3,049Subtotal$310,948Engineering Fee 10.00% $17,684Environmental Permitting (Lump Sum) - $7,000Total Estimate$335,63226 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BB-2 27 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BB-201 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 7200 lbs, 6'x 20' 23 Day$0.00 $0.00 $0.00 $0.00 $141.60 $3,256.80 $141.6 / Day$0.00 $0.00 $3,256.80Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $4,156.80 $0.00 $0.00 $4,156.8002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 17 Clf $2.34 $39.78 $3.06 $52.02 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $91.8002060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 1322 Sqyd $5.29 $6,993.38 $0.00 $0.00 $3.49 $4,613.78 $8.78 / Sqyd $0.00 $0.00 $11,607.16Asphalt disposal - hauling and disposal fee, 4" thick 1322 Sqyd $1.00 $1,322.00 $4.70 $6,213.40 $1.32 $1,745.04 $7.02 / Sqyd $0.00 $0.00 $9,280.4402170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 3414 Lnft $0.48 $1,638.72 $0.07 $238.98 $0.26 $887.64 $0.81 / Lnft $0.00 $0.00 $2,765.34Saw cutting, asphalt, after 3'' deep; each addl inch of depth 3414 Lnft $0.82 $2,799.48 $0.30 $1,024.20 $0.44 $1,502.16 $1.56 / Lnft $0.00 $0.00 $5,325.8402310 - Fine gradeFine grade, fine grade granular base for sidewalks and bikeways 125 Sqyd $1.06 $132.50 $0.00 $0.00 $0.15 $18.75 $1.21 / Sqyd $0.00 $0.00 $151.2502320 - BackfillBackfill, dozer backfilling, trench, no compaction 2640 Cuyd $0.80 $2,112.00 $0.00 $0.00 $1.28 $3,379.20 $2.08 / Cuyd $0.00 $0.00 $5,491.2002340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 441 Cuyd $8.47 $3,735.27 $32.03 $14,125.23 $1.89 $833.49 $42.39 / Cuyd $0.00 $0.00 $18,693.9902360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 2640 Cuyd $1.90 $5,016.00 $0.00 $0.00 $0.51 $1,346.40 $2.41 / Cuyd $0.00 $0.00 $6,362.40Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 2640 Cuyd $2.93 $7,735.20 $0.00 $0.00 $0.78 $2,059.20 $3.71 / Cuyd $0.00 $0.00 $9,794.4002450 - Excavating, trenchExcavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 3526 Cuyd $1.95 $6,875.70 $0.00 $0.00 $1.42 $5,006.92 $3.37 / Cuyd $0.00 $0.00 $11,882.6202460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 886 Cuyd $5.95 $5,271.70 $0.00 $0.00 $10.40 $9,214.40 $16.35 / Cuyd $0.00 $0.00 $14,486.10Loading Trucks, F.E. Loader, 3 C.Y..886 Cuyd $0.74 $655.64 $0.00 $0.00 $1.24 $1,098.64 $1.98 / Cuyd $0.00 $0.00 $1,754.28Disposal fee43 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $4,515.00 $4,515.0002490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesCleanout 2 Each $1,019.00 $2,038.00 $1,560.00 $3,120.00 $249.00 $498.00 $2828 / Each $0.00 $0.00 $5,656.00Catch bsns or manholes, curb inlet FR, grate, large 24''x36'' heavy 3 Each $602.88 $1,808.64 $472.04 $1,416.12 $0.00 $0.00 $1074.92 / Each $0.00 $0.00 $3,224.76Junction Structure 1 Each $680.00 $680.00 $6,000.00 $6,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $6,680.0002610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 1322 Sqyd $35.00 $46,270.00 $18.00 $23,796.00 $2.98 $3,939.56 $55.98 / Sqyd $0.00 $0.00 $74,005.5602640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 1700 Lnft $0.12 $204.00 $0.17 $289.00 $0.08 $136.00 $0.37 / Lnft $0.00 $0.00 $629.0028 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02840 - LandscapingTraffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines 34 Each $250.00 $8,500.00 $0.00 $0.00 $35.00 $1,190.00 $285 / Each $0.00 $0.00 $9,690.00SITE CONSTRUCTION Total$103,828.01 $56,274.95 $37,469.18 $0.00 $12,007.00 $209,579.1415 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia1700 Lnft $39.70 $67,490.00 $73.00 $124,100.00 $3.94 $6,698.00 $116.64 / Lnft $0.00 $0.00 $198,288.00Piping, water dist, conc pipe, gasket, 36'' dia 170 Each $3.14 $533.80 $6.50 $1,105.00 $0.00 $0.00 $9.64 / Each $0.00 $0.00 $1,638.80MECHANICAL Total$68,023.80 $125,205.00 $6,698.00 $0.00 $0.00 $199,926.80Project BB-2 Total $171,851.81 $181,479.95 $48,323.98 $0.00 $12,007.00 $413,662.74Grand Total$171,851.81 $181,479.95 $48,323.98 $0.00 $12,007.00 $413,662.7429 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 41.54% $171,852Material 43.87% $181,480Equipment 11.68% $48,324Subcontractor 0.00% $0Other 2.90% $12,007Net Costs$413,663Labor Mark-up 18.00% $30,933Material Mark-up 15.00% $27,222Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $7,249Sales tax (material) 7.75% $14,065Sales tax (equipment) 7.75% $3,745Material Shipping & Handling 2.50% $4,537Worker's Travel/Subsistence 0.10% $172Subtotal$501,585Contractor General Conditions 12.00% $60,190Subtotal$561,776Earthquake Insurance 0.10% $562Subtotal$562,337Construction Contingency 20.00% $112,467Subtotal$674,805Bldg Risk, Liability Auto Ins. 2.00% $13,496Subtotal$688,301Performance Bond 1.00% $6,883Payment Bond 1.00% $6,883Subtotal$702,067Engineering Fee 10.00% $41,366Environmental Permitting (Lump Sum) - $7,000Total Estimate$750,43330 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 4/18/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BCA - Located in Basin B31 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BCA 01 - GENERAL REQUIREMENTS Trench box, 9500 lbs, 8'x 20' 40 Day$0.00 $0.00 $0.00 $0.00 $240.00 $9,600.00 $240 / Day$0.00 $0.00 $9,600.00Trench Plates allowance 2 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $1,800.00 $900 / Mo $0.00 $0.00 $1,800.00GENERAL REQUIREMENTS Total$0.00 $0.00 $11,400.00 $0.00 $0.00 $11,400.0002 - SITE CONSTRUCTION 02020 - Underground marking tape Underground tape, detectable aluminum, 2'' 29 Clf $2.34 $67.86 $3.06 $88.74 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $156.60 02060 - Site demolition Site dml, no hauling, pavement removal, bit, 4'' to 6'' thick 1806 Sqyd $5.29 $9,553.74 $0.00 $0.00 $3.49 $6,302.94 $8.78 / Sqyd $0.00 $0.00 $15,856.68Asphalt disposal - hauling and disposal fee, 4" thick 1806 Sqyd $1.00 $1,806.00 $4.70 $8,488.20 $1.32 $2,383.92 $7.02 / Sqyd $0.00 $0.00 $12,678.12 02170 - Saw cutting Saw cutting, asphalt, up to 3'' deep 6600 Lnft $0.48 $3,168.00 $0.07 $462.00 $0.26 $1,716.00 $0.81 / Lnft $0.00 $0.00 $5,346.00Saw cutting, asphalt, after 3'' deep; each addl inch of depth 6600 Lnft $0.82 $5,412.00 $0.30 $1,980.00 $0.44 $2,904.00 $1.56 / Lnft $0.00 $0.00 $10,296.00 02320 - Backfill Backfill, dozer backfilling, trench, up to 300' haul, no compaction 1173 Cuyd $0.80 $938.40 $0.00 $0.00 $1.28 $1,501.44 $2.08 / Cuyd $0.00 $0.00 $2,439.84 02340 - Bedding Bedding, crushed stone 3/4'' to 1/2'' 1970 Cuyd $8.47 $16,685.90 $32.03 $63,099.10 $1.89 $3,723.30 $42.39 / Cuyd $0.00 $0.00 $83,508.30 02360 - Compaction Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 232 Cuyd $1.90 $440.80 $0.00 $0.00 $0.51 $118.32 $2.41 / Cuyd $0.00 $0.00 $559.12Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding1691 Cuyd $2.93 $4,954.63 $0.00 $0.00 $0.78 $1,318.98 $3.71 / Cuyd $0.00 $0.00 $6,273.61Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 1057 Cuyd $2.93 $3,097.01 $0.00 $0.00 $0.78 $824.46 $3.71 / Cuyd $0.00 $0.00 $3,921.47 02450 - Excavating, trench Excavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 3075 Cuyd $1.76 $5,412.00 $0.00 $0.00 $1.28 $3,936.00 $3.04 / Cuyd $0.00 $0.00 $9,348.00 02460 - Hauling Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 2670 Cuyd $5.95 $15,886.50 $0.00 $0.00 $10.40 $27,768.00 $16.35 / Cuyd $0.00 $0.00 $43,654.50Loading Trucks, F.E. Loader, 3 C.Y.. 2670 Cuyd $0.74 $1,975.80 $0.00 $0.00 $1.24 $3,310.80 $1.98 / Cuyd $0.00 $0.00 $5,286.60Disposal fee 134 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $14,017.50 $14,017.50 02490 - Erosion control Erosion control allowance: 2 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $5,228.00 $5,228.00 02570 - Catch basins or manholes Cleanout 9 Each $1,019.00 $9,171.00 $1,560.00 $14,040.00 $249.00 $2,241.00 $2828 / Each $0.00 $0.00 $25,452.00Catch bsns or manholes, curb inlet FR, grate, large 24''x36'' heavy 8 Each $602.88 $4,823.04 $472.04 $3,776.32 $0.00 $0.00 $1074.92 / Each $0.00 $0.00 $8,599.36Junction Structure 2 Each $680.00 $1,360.00 $6,000.00 $12,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $13,360.00 02600 - Base course Base course, large areas, crushed 3/4'' stone, compacted to 9'' deep 1806 Sqyd $0.80 $1,444.80 $8.06 $14,556.36 $1.02 $1,842.12 $9.88 / Sqyd $0.00 $0.00 $17,843.28 02610 - Asphalt concrete pavement Asphaltic conc pavement, pavement replacement over trench, 4'' 1806 Sqyd $35.00 $63,210.00 $18.00 $32,508.00 $2.98 $5,381.88 $55.98 / Sqyd $0.00 $0.00 $101,099.8832 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total 02640 - Lines on pav't Lines on pvmt, acrylic waterborne, white or yellow, 4'' wide 3300 Lnft $0.12 $396.00 $0.17 $561.00 $0.08 $264.00 $0.37 / Lnft $0.00 $0.00 $1,221.00 02840 - Landscaping Traffic Control Allowance: 2 flaggers, 15' pipe/hr 2 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $9,756.00 $9,756.00SITE CONSTRUCTION Total$149,803.48 $151,559.72 $65,537.16 $0.00 $29,001.50 $395,901.8615 - MECHANICALPiping, drainage & sewage, RCP, class 3, no gaskets, 24'' dia 2900 Lnft $24.50 $71,050.00 $35.00 $101,500.00 $2.84 $8,236.00 $62.34 / Lnft $0.00 $0.00 $180,786.00Piping, water dist, conc pipe, gasket, 24'' dia 290 Each $3.14 $910.60 $4.75 $1,377.50 $0.00 $0.00 $7.89 / Each $0.00 $0.00 $2,288.10MECHANICAL Total$71,960.60 $102,877.50 $8,236.00 $0.00 $0.00 $183,074.10Project BCA total$221,764.08 $254,437.22 $85,173.16 $0.00 $29,001.50 $590,375.96Grand Total$221,764.08 $254,437.22 $85,173.16 $0.00 $29,001.50 $590,375.9633 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 37.56% $221,764Material 43.10% $254,437Equipment 14.43% $85,173Subcontractor 0.00% $0Other 4.91% $29,002Net Costs$590,376Labor Mark-up 18.00% $39,918Material Mark-up 15.00% $38,166Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $12,776Sales tax (material) 7.75% $19,719Sales tax (equipment) 7.75% $6,601Material Shipping & Handling 2.50% $6,361Worker's Travel/Subsistence 0.10% $222Subtotal$714,138Contractor General Conditions 12.00% $85,697Subtotal$799,834Earthquake Insurance 0.10% $800Subtotal$800,634Construction Contingency 20.00% $160,127Subtotal$960,761Bldg Risk, Liability Auto Ins. 2.00% $19,215Subtotal$979,976Performance Bond 1.00% $9,800Payment Bond 1.00% $9,800Subtotal$999,575Engineering Fee 10.00% $59,038Environmental Permitting (Lump Sum) - $10,000Total Estimate$1,068,61334 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date::Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BCB35 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BCB 01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 12 Day$0.00 $0.00 $0.00 $0.00 $240.00 $2,880.00 $240 / Day$0.00 $0.00 $2,880.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $3,780.00 $0.00 $0.00 $3,780.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 9.25 Clf $2.34 $21.65 $3.06 $28.31 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $49.9502060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 620 Sqyd $5.29 $3,279.80 $0.00 $0.00 $3.49 $2,163.80 $8.78 / Sqyd $0.00 $0.00 $5,443.60Asphalt disposal - hauling and disposal fee, 4" thick 620 Sqyd $1.00 $620.00 $4.70 $2,914.00 $1.32 $818.40 $7.02 / Sqyd $0.00 $0.00 $4,352.4002170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 1,859.00 Lnft $0.48 $892.32 $0.07 $130.13 $0.26 $483.34 $0.81 / Lnft $0.00 $0.00 $1,505.79Saw cutting, asphalt, after 3'' deep; each addl inch of depth 1,859.00 Lnft $0.82 $1,524.38 $0.30 $557.70 $0.44 $817.96 $1.56 / Lnft $0.00 $0.00 $2,900.0402310 - Fine gradeFine grade under asphalt 620 Sqyd $0.26 $161.20 $0.00 $0.00 $0.21 $130.20 $0.47 / Sqyd $0.00 $0.00 $291.4002340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 628 Cuyd $8.47 $5,319.16 $32.03 $20,114.84 $1.89 $1,186.92 $42.39 / Cuyd $0.00 $0.00 $26,620.92Backfill, dozer backfilling, trench, no compaction 628 Cuyd $0.80 $502.40 $0.00 $0.00 $1.28 $803.84 $2.08 / Cuyd $0.00 $0.00 $1,306.2402360 - CompactionBackfill Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 565.3 Cuyd $1.72 $972.32 $0.00 $0.00 $0.41 $231.77 $2.13 / Cuyd $0.00 $0.00 $1,204.09Subgrade Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 94.2 Cuyd $2.93 $276.01 $0.00 $0.00 $0.78 $73.48 $3.71 / Cuyd $0.00 $0.00 $349.48Bedding Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 585.5 Cuyd $2.93 $1,715.52 $0.00 $0.00 $0.78 $456.69 $3.71 / Cuyd $0.00 $0.00 $2,172.2102450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 1,319.00 Cuyd $1.76 $2,321.44 $0.00 $0.00 $1.28 $1,688.32 $3.04 / Cuyd $0.00 $0.00 $4,009.7602460 - HaulingHauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 1,517.00 Cuyd $7.18 $10,892.06 $3.00 $4,551.00 $15.45 $23,432.02 $25.63 / Cuyd $0.00 $0.00 $38,875.08Loading Trucks, F.E. Loader, 3 C.Y.. 1,517.00 Cuyd $0.74 $1,122.58 $0.00 $0.00 $1.24 $1,881.08 $1.98 / Cuyd $0.00 $0.00 $3,003.66Disposal fee 76 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $7,964.25 $7,964.2502490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesCatch basins or manholes, concrete, precast, 5' I.D., 8' deep 4 Each $846.67 $3,386.68 $1,475.00 $5,900.00 $189.01 $756.04 $2510.68 / Each $0.00 $0.00 $10,042.72Cleanout 3 Each $1,019.00 $3,057.00 $1,560.00 $4,680.00 $249.00 $747.00 $2828 / Each $0.00 $0.00 $8,484.00CB or manholes, conc, slab tops, precast, 8'' thick, 5' dia 4 Each $169.33 $677.32 $395.00 $1,580.00 $37.80 $151.20 $602.13 / Each $0.00 $0.00 $2,408.52Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 4 Each $162.82 $651.28 $260.00 $1,040.00 $36.35 $145.40 $459.17 / Each $0.00 $0.00 $1,836.68CB or manholes, inverts, single channel brick, concrete 4 Each $144.00 $576.00 $100.00 $400.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $976.00CB/manholes, steps, heavyweight cast iron, 12'' x 10-1/2'', for all con 16 Each $9.66 $154.56 $23.00 $368.00 $0.00 $0.00 $32.66 / Each $0.00 $0.00 $522.5602610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 620 Sqyd $35.00 $21,700.00 $18.00 $11,160.00 $2.98 $1,847.60 $55.98 / Sqyd $0.00 $0.00 $34,707.6036 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 925 Lnft $0.12 $111.00 $0.17 $157.25 $0.08 $74.00 $0.37 / Lnft $0.00 $0.00 $342.2502840 - LandscapingLandscaping Allowance 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $5000 / Lsum $5,000.00 $0.00 $5,000.00Traffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines: 2 per 100' 18 Each $250.00 $4,500.00 $0.00 $0.00 $35.00 $630.00 $285 / Each $0.00 $0.00 $5,130.00SITE CONSTRUCTION Total $64,434.66 $53,581.23 $38,519.06 $5,000.00 $15,456.25 $176,991.1903 - CONCRETE03330 - Patching concretePatching conc, wall, wall penetration, non-shrink grout, 30'' hole 8 Each $75.38 $603.04 $238.50 $1,908.00 $0.00 $0.00 $313.88 / Each $0.00 $0.00 $2,511.04CONCRETE Total $603.04 $1,908.00 $0.00 $0.00 $0.00 $2,511.0415 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 30'' dia 925 Lnft $32.48 $30,044.00 $43.00 $39,775.00 $3.22 $2,978.50 $78.7 / Lnft $0.00 $0.00 $72,797.50Piping, water dist, conc pipe, gasket, 30'' dia 92 Each $3.14 $288.88 $6.00 $552.00 $0.00 $0.00 $9.14 / Each $0.00 $0.00 $840.88MECHANICAL Total $30,332.88 $40,327.00 $2,978.50 $0.00 $0.00 $73,638.38Project BCB Total $95,370.58 $95,816.23 $45,277.56 $5,000.00 $15,456.25 $256,920.61Grand Total$95,370.58 $95,816.23 $45,277.56 $5,000.00 $15,456.25 $256,920.6137 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 37.12% $95,371Material 37.29% $95,816Equipment 17.62% $45,278Subcontractor 1.95% $5,000Other 6.02% $15,456Net Costs$256,921Labor Mark-up 18.00% $17,167Material Mark-up 15.00% $14,372Subcontractor Mark-up 5.00% $250Equipment Mark-up 15.00% $6,792Sales tax (material) 7.75% $7,426Sales tax (equipment) 7.75% $3,509Material Shipping & Handling 2.50% $2,395Worker's Travel/Subsistence 0.10% $95Subtotal$308,927Contractor General Conditions 12.00% $37,071Subtotal$345,998Earthquake Insurance 0.10% $346Subtotal$346,344Construction Contingency 20.00% $69,269Subtotal$415,613Bldg Risk, Liability Auto Ins. 2.00% $8,312Subtotal$423,925Performance Bond 1.00% $4,239Payment Bond 1.00% $4,239Subtotal$432,404Engineering Fee 10.00% $25,692Environmental Permitting (Lump Sum) - $10,000Total Estimate$468,09638 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BCC - Located in Basin B39 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BCC01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 12 Day$0.00 $0.00 $0.00 $0.00 $240.00 $2,880.00 $240 / Day$0.00 $0.00 $2,880.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $3,780.00 $0.00 $0.00 $3,780.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 9.25 Clf $2.34 $21.65 $3.06 $28.31 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $49.9502060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 620 Sqyd $5.29 $3,279.80 $0.00 $0.00 $3.49 $2,163.80 $8.78 / Sqyd $0.00 $0.00 $5,443.60Asphalt disposal - hauling and disposal fee, 4" thick 620 Sqyd $1.00 $620.00 $4.70 $2,914.00 $1.32 $818.40 $7.02 / Sqyd $0.00 $0.00 $4,352.4002170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 1,859.0 Lnft $0.48 $892.32 $0.07 $130.13 $0.26 $483.34 $0.81 / Lnft $0.00 $0.00 $1,505.79Saw cutting, asphalt, after 3'' deep; each addl inch of depth 1,859.00 Lnft $0.82 $1,524.38 $0.30 $557.70 $0.44 $817.96 $1.56 / Lnft $0.00 $0.00 $2,900.0402310 - Fine gradeFine grade under asphalt 620 Sqyd $0.26 $161.20 $0.00 $0.00 $0.21 $130.20 $0.47 / Sqyd $0.00 $0.00 $291.4002340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 911.4 Cuyd $8.47 $7,719.56 $32.03 $29,192.14 $1.89 $1,722.55 $42.39 / Cuyd $0.00 $0.00 $38,634.25Backfill, dozer backfilling, trench, no compaction 1463 Cuyd $0.80 $1,170.40 $0.00 $0.00 $1.28 $1,872.64 $2.08 / Cuyd $0.00 $0.00 $3,043.0402360 - CompactionBackfill Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 668.1 Cuyd $1.72 $1,149.13 $0.00 $0.00 $0.41 $273.92 $2.13 / Cuyd $0.00 $0.00 $1,423.05Subgrade Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 111.3 Cuyd $2.93 $326.11 $0.00 $0.00 $0.78 $86.81 $3.71 / Cuyd $0.00 $0.00 $412.92Bedding Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 783.8 Cuyd $2.93 $2,296.53 $0.00 $0.00 $0.78 $611.36 $3.71 / Cuyd $0.00 $0.00 $2,907.9002450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 1900 Cuyd $1.76 $3,344.00 $0.00 $0.00 $1.28 $2,432.00 $3.04 / Cuyd $0.00 $0.00 $5,776.0002460 - HaulingHauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 627 Cuyd $7.18 $4,501.86 $3.00 $1,881.00 $15.45 $9,684.82 $25.63 / Cuyd $0.00 $0.00 $16,067.68Loading Trucks, F.E. Loader, 3 C.Y.. 627 Cuyd $0.74 $463.98 $0.00 $0.00 $1.24 $777.48 $1.98 / Cuyd $0.00 $0.00 $1,241.46Disposal fee 31 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $3,291.75 $3,291.7502490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesCatch basins or manholes, concrete, precast, 5' I.D., 8' deep 4 Each $846.67 $3,386.68 $1,475.00 $5,900.00 $189.01 $756.04 $2510.68 / Each $0.00 $0.00 $10,042.72Cleanout 3 Each $1,019.00 $3,057.00 $1,560.00 $4,680.00 $249.00 $747.00 $2828 / Each $0.00 $0.00 $8,484.00CB or manholes, conc, slab tops, precast, 8'' thick, 5' dia 4 Each $169.33 $677.32 $395.00 $1,580.00 $37.80 $151.20 $602.13 / Each $0.00 $0.00 $2,408.52Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 4 Each $162.82 $651.28 $260.00 $1,040.00 $36.35 $145.40 $459.17 / Each $0.00 $0.00 $1,836.68CB or manholes, inverts, single channel brick, concrete 4 Each $144.00 $576.00 $100.00 $400.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $976.00CB/manholes, steps, heavyweight cast iron, 12'' x 10-1/2'', for all con 16 Each $9.66 $154.56 $23.00 $368.00 $0.00 $0.00 $32.66 / Each $0.00 $0.00 $522.5602610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 620 Sqyd $35.00 $21,700.00 $18.00 $11,160.00 $2.98 $1,847.60 $55.98 / Sqyd $0.00 $0.00 $34,707.6040 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 925 Lnft $0.12 $111.00 $0.17 $157.25 $0.08 $74.00 $0.37 / Lnft $0.00 $0.00 $342.2502840 - LandscapingLandscaping Allowance 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $5000 / Lsum $5,000.00 $0.00 $5,000.00Traffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines: 2 per 100' 18 Each $250.00 $4,500.00 $0.00 $0.00 $35.00 $630.00 $285 / Each $0.00 $0.00 $5,130.00SITE CONSTRUCTION Total $62,284.76 $59,988.53 $26,226.53 $5,000.00 $10,783.75 $164,283.5603 - CONCRETE03330 - Patching concretePatching conc, wall, wall penetration, non-shrink grout, 8 Each $75.38 $603.04 $286.20 $2,289.60 $0.00 $0.00 $361.58 / Each $0.00 $0.00 $2,892.64CONCRETE Total $603.04 $2,289.60 $0.00 $0.00 $0.00 $2,892.6415 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia925 Lnft $39.70 $36,722.50 $73.00 $67,525.00 $3.94 $3,644.50 $116.64 / Lnft $0.00 $0.00 $107,892.00Piping, water dist, conc pipe, gasket, 36'' dia92 Each $3.14 $288.88 $6.50 $598.00 $0.00 $0.00 $9.64 / Each $0.00 $0.00 $886.88MECHANICAL Total $37,011.38 $68,123.00 $3,644.50 $0.00 $0.00 $108,778.88Project BCC Total $99,899.18 $130,401.13 $33,651.03 $5,000.00 $10,783.75 $279,735.08Grand Total$99,899.18 $130,401.13 $33,651.03 $5,000.00 $10,783.75 $279,735.0841 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 35.71% $99,899Material 46.62% $130,401Equipment 12.03% $33,651Subcontractor 1.79% $5,000Other 3.85% $10,784Net Costs$279,735Labor Mark-up 18.00% $17,982Material Mark-up 15.00% $19,560Subcontractor Mark-up 5.00% $250Equipment Mark-up 15.00% $5,048Sales tax (material) 7.75% $10,106Sales tax (equipment) 7.75% $2,608Material Shipping & Handling 2.50% $3,260Worker's Travel/Subsistence 0.10% $100Subtotal$338,649Contractor General Conditions 12.00% $40,638Subtotal$379,287Earthquake Insurance 0.10% $379Subtotal$379,666Construction Contingency 20.00% $75,933Subtotal$455,599Bldg Risk, Liability Auto Ins. 2.00% $9,112Subtotal$464,711Performance Bond 1.00% $4,647Payment Bond 1.00% $4,647Subtotal$474,005Engineering Fee 10.00% $27,974Environmental Permitting (Lump Sum) - $10,000Total Estimate$511,97942 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BFA - Located in Basin B43 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BFA01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 20 Day$0.00 $0.00 $0.00 $0.00 $240.00 $4,800.00 $240 / Day$0.00 $0.00 $4,800.00GENERAL REQUIREMENTS Total$0.00 $0.00 $4,800.00 $0.00 $0.00 $4,800.0002020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 16 Clf $2.34 $37.44 $3.06 $48.96 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $86.4002060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 1072 Sqyd $5.29 $5,670.88 $0.00 $0.00 $3.49 $3,741.28 $8.78 / Sqyd $0.00 $0.00 $9,412.16Asphalt disposal - hauling and disposal fee, 4" thick 1072 Sqyd $1.00 $1,072.00 $4.70 $5,038.40 $1.32 $1,415.04 $7.02 / Sqyd $0.00 $0.00 $7,525.4402170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 3214 Lnft $0.48 $1,542.72 $0.07 $224.98 $0.26 $835.64 $0.81 / Lnft $0.00 $0.00 $2,603.34Saw cutting, asphalt, after 3'' deep; each addl inch of depth 3214 Lnft $0.82 $2,635.48 $0.30 $964.20 $0.44 $1,414.16 $1.56 / Lnft $0.00 $0.00 $5,013.8402310 - Fine gradeFine grade under asphalt 1072 Sqyd $0.26 $278.72 $0.00 $0.00 $0.21 $225.12 $0.47 / Sqyd $0.00 $0.00 $503.8402340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 1577 Cuyd $8.47 $13,357.19 $32.03 $50,511.31 $1.89 $2,980.53 $42.39 / Cuyd $0.00 $0.00 $66,849.03Backfill, dozer backfilling, trench, no compaction 2373 Cuyd $0.80 $1,898.51 $0.00 $0.00 $1.28 $3,037.62 $2.08 / Cuyd $0.00 $0.00 $4,936.1302360 - CompactionBackfill Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 2373 Cuyd $1.72 $4,081.80 $0.00 $0.00 $0.41 $972.99 $2.13 / Cuyd $0.00 $0.00 $5,054.79Subgrade Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 193 Cuyd $2.93 $564.32 $0.00 $0.00 $0.78 $150.23 $3.71 / Cuyd $0.00 $0.00 $714.55Bedding Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 1356 Cuyd $2.93 $3,973.08 $0.00 $0.00 $0.78 $1,057.68 $3.71 / Cuyd $0.00 $0.00 $5,030.7602450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 3082 Cuyd $1.76 $5,424.32 $0.00 $0.00 $1.28 $3,944.96 $3.04 / Cuyd $0.00 $0.00 $9,369.2802460 - HaulingHauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 1017 Cuyd $7.18 $7,302.49 $3.00 $3,051.18 $15.45 $15,709.80 $25.63 / Cuyd $0.00 $0.00 $26,063.47Loading Trucks, F.E. Loader, 3 C.Y.. 1017 Cuyd $0.74 $752.62 $0.00 $0.00 $1.24 $1,261.15 $1.98 / Cuyd $0.00 $0.00 $2,013.78Disposal fee 51 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $5,339.57 $5,339.5702490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesCatch basins or manholes, concrete, precast, 5' I.D., 8' deep 9 Each $846.67 $7,620.03 $1,475.00 $13,275.00 $189.01 $1,701.09 $2510.68 / Each $0.00 $0.00 $22,596.12Cleanout 5 Each $1,019.00 $5,095.00 $1,560.00 $7,800.00 $249.00 $1,245.00 $2828 / Each $0.00 $0.00 $14,140.00CB or manholes, conc, slab tops, precast, 8'' thick, 5' dia 9 Each $169.33 $1,523.97 $395.00 $3,555.00 $37.80 $340.20 $602.13 / Each $0.00 $0.00 $5,419.17Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 9 Each $162.82 $1,465.38 $260.00 $2,340.00 $36.35 $327.15 $459.17 / Each $0.00 $0.00 $4,132.53CB or manholes, inverts, single channel brick, concrete 9 Each $144.00 $1,296.00 $100.00 $900.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $2,196.00CB/manholes, steps, heavyweight cast iron, 12'' x 10-1/2'', for all con 45 Each $9.66 $434.70 $23.00 $1,035.00 $0.00 $0.00 $32.66 / Each $0.00 $0.00 $1,469.7002580 - HeadwallHeadwall, conc, CIP, 30< skewed wingwall, 2 Each $5,480.00 $10,960.00 $2,173.00 $4,346.00 $138.00 $276.00 $7791 / Each $0.00 $0.00 $15,582.0044 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 1072 Sqyd $35.00 $37,520.00 $18.00 $19,296.00 $2.98 $3,194.56 $55.98 / Sqyd $0.00 $0.00 $60,010.5602640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 1600 Lnft $0.12 $192.00 $0.17 $272.00 $0.08 $128.00 $0.37 / Lnft $0.00 $0.00 $592.0002840 - LandscapingLandscaping Allowance 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $5000 / Lsum $5,000.00 $0.00 $5,000.0002900 - Pot HolingPot Holing - pipe lines: 2 per 100' 32 Each $250.00 $8,000.00 $0.00 $0.00 $35.00 $1,120.00 $285 / Each $0.00 $0.00 $9,120.00SITE CONSTRUCTION Total $122,698.66 $112,658.03 $45,078.20 $5,000.00 $7,953.57 $293,388.4503 - CONCRETE03330 - Patching concretePre-cast concrete wall penetration, non-shrink grout, 42'' hole 18 Each $100.00 $1,800.00 $240.00 $4,320.00 $0.00 $0.00 $340 / Each $0.00 $0.00 $6,120.00CONCRETE Total $1,800.00 $4,320.00 $0.00 $0.00 $0.00 $6,120.0015 - MECHANICALPiping, drainage & sewage, RCP, class 3, no gaskets, 42'' dia 1600 Lnft $39.70 $63,520.00 $95.00 $152,000.00 $3.94 $6,304.00 $138.64 / Lnft $0.00 $0.00 $221,824.00Piping, water dist, conc pipe, gasket, 42'' dia 160 Each $3.14 $502.40 $9.50 $1,520.00 $0.00 $0.00 $12.64 / Each $0.00 $0.00 $2,022.40MECHANICAL Total $64,022.40 $153,520.00 $6,304.00 $0.00 $0.00 $223,846.40Project BFA Total $188,521.06 $270,498.03 $56,182.20 $5,000.00 $7,953.57 $528,154.85Grand Total$188,521.06 $270,498.03 $56,182.20 $5,000.00 $7,953.57 $528,154.8545 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 35.69% $188,521Material 51.22% $270,498Equipment 10.64% $56,182Subcontractor 0.95% $5,000Other 1.51% $7,954Net Costs$528,155Labor Mark-up 18.00% $33,934Material Mark-up 15.00% $40,575Subcontractor Mark-up 5.00% $250Equipment Mark-up 15.00% $8,427Sales tax (material) 7.75% $20,964Sales tax (equipment) 7.75% $4,354Material Shipping & Handling 2.50% $6,762Worker's Travel/Subsistence 0.10% $189Subtotal$643,609Contractor General Conditions 12.00% $77,233Subtotal$720,842Earthquake Insurance 0.10% $721Subtotal$721,563Construction Contingency 20.00% $144,313Subtotal$865,876Bldg Risk, Liability Auto Ins. 2.00% $17,318Subtotal$883,194Performance Bond 1.00% $8,832Payment Bond 1.00% $8,832Subtotal$900,857Engineering Fee 10.00% $52,815Environmental Permitting (Lump Sum) - $10,000Total Estimate$963,67346 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/12/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BFB-U - Located in Basin B47 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BFB-U02 - SITE CONSTRUCTION02060 - Site demolitionSite demo, Area vegetation removal 1Acre $1,758.00 $2,004.12 $0.00 $0.00 $3,692.00 $4,208.88 $5450 / Acre $0.00 $0.00 $6,213.0002330 - Backfill, structuralBackfill, side slope fill 515 Cuyd $0.60 $309.00 $0.00 $0.00 $1.20 $619.00 $1.8 / Cuyd $0.00 $0.00 $928.0002360 - CompactionCompaction, riding, vibrating roller, 6'' lifts, side slope fill 515 Cuyd $2.93 $1,508.95 $0.00 $0.00 $0.78 $401.70 $3.71 / Cuyd $0.00 $0.00 $1,910.6502390 - Excavating, bulk bank measureExcavating, bulk bank measure, FE loader, whl mtd, 1.5 CY cap = 80 1864 Cuyd $1.95 $3,634.80 $0.00 $0.00 $1.42 $2,646.88 $3.37 / Cuyd $0.00 $0.00 $6,281.6802430 - FillFill, spread fill, with dozer 515 Cuyd $0.72 $370.80 $0.00 $0.00 $1.15 $592.25 $1.87 / Cuyd $0.00 $0.00 $963.0502460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 1348 Cuyd $5.95 $8,020.60 $0.00 $0.00 $10.40 $14,019.20 $16.35 / Cuyd $0.00 $0.00 $22,039.80Loading Trucks, F.E. Loader, 3 C.Y.. 1348 Cuyd $0.74 $997.52 $0.00 $0.00 $1.24 $1,671.52 $1.98 / Cuyd $0.00 $0.00 $2,669.0402480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled 100 Cuyd $49.95 $4,995.00 $60.56 $6,056.00 $16.44 $1,644.00 $126.95 / Cuyd $0.00 $0.00 $12,695.0002490 - Erosion controlErosion control, polypropylene mesh, stapled, 6.5 oz./s.y3299 Sqyd $0.47 $1,550.53 $1.40 $4,618.60 $0.00 $0.00 $1.87 / Sqyd $0.00 $0.00 $6,169.1302600 - Base courseBase course, roadway, compacted to 12'' deep 667 Sqyd $0.87 $580.29 $10.76 $7,176.92 $1.11 $740.37 $12.74 / Sqyd $0.00 $0.00 $8,497.58SITE CONSTRUCTION Total $23,971.61 $17,851.52 $26,543.80 $0.00 $0.00 $68,366.9303 - CONCRETEProject BFB-U-Total $23,971.61 $17,851.52 $26,543.80 $0.00 $0.00 $68,366.93Grand Total$23,971.61 $17,851.52 $26,543.80 $0.00 $0.00 $68,366.9348 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 35.06% $23,972Material 26.11% $17,852Equipment 38.83% $26,544Subcontractor 0.00% $0Other 0.00% $0Net Costs$68,367Labor Mark-up 18.00% $4,315Material Mark-up 15.00% $2,678Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $3,982Sales tax (material) 7.75% $1,383Sales tax (equipment) 7.75% $2,057Material Shipping & Handling 2.50% $446Worker's Travel/Subsistence 0.10% $24Subtotal$83,252Contractor General Conditions 12.00% $9,990Subtotal$93,242Earthquake Insurance 0.10% $93Subtotal$93,335Construction Contingency 25.00% $23,334Subtotal$116,669Bldg Risk, Liability Auto Ins. 2.00% $2,333Subtotal$119,003Performance Bond 1.00% $1,190Payment Bond 1.00% $1,190Subtotal$121,383Engineering Fee 10.00% $6,837Environmental Permitting (Lump Sum) - $10,000Total Estimate$138,22049 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/12/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BFB-L - Located in Basin B50 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BFB-L01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 12 Day$0.00 $0.00 $0.00 $0.00 $240.00 $2,880.00 $240 / Day$0.00 $0.00 $2,880.00GENERAL REQUIREMENTS Total$0.00 $0.00 $2,880.00 $0.00 $0.00 $2,880.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 8 Clf $2.34 $18.72 $3.06 $24.48 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $43.2002320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 1017 Cuyd $0.80 $813.60 $0.00 $0.00 $1.28 $1,301.76 $2.08 / Cuyd $0.00 $0.00 $2,115.3602340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 894 Cuyd $8.47 $7,572.18 $32.03 $28,634.82 $1.89 $1,689.66 $42.39 / Cuyd $0.00 $0.00 $37,896.6602360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 104 Cuyd $1.90 $197.60 $0.00 $0.00 $0.51 $53.04 $2.41 / Cuyd $0.00 $0.00 $250.64Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding769 Cuyd $2.93 $2,253.17 $0.00 $0.00 $0.78 $599.82 $3.71 / Cuyd $0.00 $0.00 $2,852.99Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 916 Cuyd $2.93 $2,683.88 $0.00 $0.00 $0.78 $714.48 $3.71 / Cuyd $0.00 $0.00 $3,398.3602450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 2056 Cuyd $1.76 $3,618.56 $0.00 $0.00 $1.28 $2,631.68 $3.04 / Cuyd $0.00 $0.00 $6,250.2402460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 1553 Cuyd $5.95 $9,240.35 $0.00 $0.00 $10.40 $16,151.20 $16.35 / Cuyd $0.00 $0.00 $25,391.55Loading Trucks, F.E. Loader, 3 C.Y.. 1553 Cuyd $0.74 $1,149.22 $0.00 $0.00 $1.24 $1,925.72 $1.98 / Cuyd $0.00 $0.00 $3,074.9402490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesJunction structure 1 Each $680.00 $680.00 $6,000.00 $6,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $6,680.00Catch basins or manholes, concrete, precast, 5' I.D., 8' deep 3 Each $846.67 $2,540.01 $1,475.00 $4,425.00 $189.01 $567.03 $2510.68 / Each $0.00 $0.00 $7,532.04CB or manholes, conc, slab tops, precast, 8'' thick, 5' dia 3 Each $169.33 $507.99 $395.00 $1,185.00 $37.80 $113.40 $602.13 / Each $0.00 $0.00 $1,806.39Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 3 Each $162.82 $488.46 $260.00 $780.00 $36.35 $109.05 $459.17 / Each $0.00 $0.00 $1,377.51CB or manholes, inverts, single channel brick, concrete 3 Each $144.00 $432.00 $100.00 $300.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $732.00CB/manholes, steps, heavyweight cast iron, 12'' x 10-1/2'', for all con 13 Each $9.66 $125.58 $23.00 $299.00 $0.00 $0.00 $32.66 / Each $0.00 $0.00 $424.5802580 - HeadwallHeadwall, conc, CIP, 30< skewed wingwall 1 Each $6,762.00 $6,762.00 $2,173.00 $2,173.00 $158.00 $158.00 $9093 / Each $0.00 $0.00 $9,093.0002900 - Pot HolingPot Holing - pipe lines 16 Each $250.00 $4,000.00 $0.00 $0.00 $35.00 $560.00 $285 / Each $0.00 $0.00 $4,560.0051 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total15 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 48'' dia 800 Lnft $44.66 $35,728.00 $120.00 $96,000.00 $4.43 $3,544.00 $169.09 / Lnft $0.00 $0.00 $135,272.00Piping, water dist, conc pipe, gasket, 48'' dia 80 Each $3.14 $251.20 $10.00 $800.00 $0.00 $0.00 $13.14 / Each $0.00 $0.00 $1,051.20MECHANICAL Total $79,062.52 $140,621.30 $30,118.84 $0.00 $2,614.00 $252,416.66Project BFB-L Total$79,062.52 $140,621.30 $32,998.84 $0.00 $2,614.00 $255,296.66Grand Total$79,062.52 $140,621.30 $32,998.84 $0.00 $2,614.00 $255,296.6652 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 30.97% $79,063Material 55.08% $140,621Equipment 12.93% $32,999Subcontractor 0.00% $0Other 1.02% $2,614Net Costs$255,297Labor Mark-up 18.00% $14,231Material Mark-up 15.00% $21,093Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $4,950Sales tax (material) 7.75% $10,898Sales tax (equipment) 7.75% $2,557Material Shipping & Handling 2.50% $3,516Worker's Travel/Subsistence 0.10% $79Subtotal$312,621Contractor General Conditions 12.00% $37,515Subtotal$350,136Earthquake Insurance 0.10% $350Subtotal$350,486Construction Contingency 25.00% $87,621Subtotal$438,107Bldg Risk, Liability Auto Ins. 2.00% $8,762Subtotal$446,869Performance Bond 1.00% $4,469Payment Bond 1.00% $4,469Subtotal$455,807Engineering Fee 10.00% $25,530Environmental Permitting (Lump Sum) - $10,000Total Estimate$491,33653 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BF1 - Located in Basin B 54 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BF102 - SITE CONSTRUCTION02320 - BackfillBackfill, dozer backfilling, trench, no compaction, inlet 11 Cuyd $0.80 $9.12 $0.00 $0.00 $1.28 $14.59 $2.08 / Cuyd $0.00 $0.00 $23.71Backfill, dozer backfilling, trench, no compaction, outlet 10 Cuyd $0.80 $8.32 $0.00 $0.00 $1.28 $13.31 $2.08 / Cuyd $0.00 $0.00 $21.6302340 - BeddingBedding, crushed stone 3/4'' to 1/2'', inlet 9 Cuyd $8.47 $75.38 $32.03 $285.07 $1.89 $16.82 $42.39 / Cuyd $0.00 $0.00 $377.27Bedding, crushed stone 3/4'' to 1/2'', outlet 7 Cuyd $8.47 $58.44 $32.03 $221.01 $1.89 $13.04 $42.39 / Cuyd $0.00 $0.00 $292.4902360 - CompactionCompaction, trench, walk behind, vib. plate, bedding, inlet 8 Cuyd $1.90 $14.63 $0.00 $0.00 $0.51 $3.93 $2.41 / Cuyd $0.00 $0.00 $18.56Compaction, trench, walk behind, vib. plate, subgrade, inlet 1 Cuyd $1.90 $1.90 $0.00 $0.00 $0.51 $0.51 $2.41 / Cuyd $0.00 $0.00 $2.41Compaction, trench, walk behind, vib. plate, bedding, outlet 6 Cuyd $1.90 $11.21 $0.00 $0.00 $0.51 $3.01 $2.41 / Cuyd $0.00 $0.00 $14.22Compaction, trench, walk behind, vib. plate, subgrade, outlet 1 Cuyd $1.90 $1.71 $0.00 $0.00 $0.51 $0.46 $2.41 / Cuyd $0.00 $0.00 $2.17Compaction, trench, walk behind, vib. plate, inlet 10 Cuyd $1.90 $19.38 $0.00 $0.00 $0.51 $5.20 $2.41 / Cuyd $0.00 $0.00 $24.58Compaction, trench, walk behind, vib. plate, outlet 9 Cuyd $1.90 $17.67 $0.00 $0.00 $0.51 $4.74 $2.41 / Cuyd $0.00 $0.00 $22.4102410 - Excavation,bulk,scrapersExcavation, self prop scraper, 14 CY 1/4 push dozer, com earth 31500 Cuyd $1.29 $40,635.00 $0.00 $0.00 $5.19 $163,485.00 $6.48 / Cuyd $0.00 $0.00 $204,120.0002450 - Excavating, trenchExcavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac, inlet 22 Cuyd $1.95 $42.12 $0.00 $0.00 $1.42 $30.67 $3.37 / Cuyd $0.00 $0.00 $72.79Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac, outlet 17 Cuyd $1.95 $33.74 $0.00 $0.00 $1.42 $24.57 $3.37 / Cuyd $0.00 $0.00 $58.3002480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled 94 Cuyd $49.95 $4,675.32 $60.56 $5,668.42 $16.44 $1,538.78 $126.95 / Cuyd $0.00 $0.00 $11,882.52SITE CONSTRUCTION Total $45,603.94 $6,174.49 $165,154.64 $0.00 $0.00 $216,933.0703 - CONCRETE03150 - Concrete, ready mixHeadwall, inlet 2 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $2,480.00 $2,480.00Headwall, outlet 1 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $1,330.00 $1,330.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $3,810.00 $3,810.0015 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia 8 Lnft $39.70 $317.60 $73.00 $584.00 $3.94 $31.52 $116.64 / Lnft $0.00 $0.00 $933.12Piping, drainage & sewage, RCP, class 3, no gaskets, 48'' dia 8 Lnft $44.66 $357.28 $120.00 $960.00 $4.43 $35.44 $169.09 / Lnft $0.00 $0.00 $1,352.7215125 - Pipe,strm drng,corr metalPiping, storm drain, CMP, plain, 20' lengths, 24'' dia, 14 ga 24 Lnft $14.00 $336.00 $17.62 $422.88 $1.62 $38.88 $33.24 / Lnft $0.00 $0.00 $797.76MECHANICAL Total $1,010.88 $1,966.88 $105.84 $0.00 $0.00 $3,083.60Project BF1 Total $46,614.82 $8,141.37 $165,260.48 $0.00 $3,810.00 $223,826.67Grand Total$46,614.82 $8,141.37 $165,260.48 $0.00 $3,810.00 $223,826.6755 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 20.83% $46,615Material 3.64% $8,141Equipment 73.83% $165,260Subcontractor 0.00% $0Other 1.70% $3,810Net Costs$223,827Labor Mark-up 18.00% $8,391Material Mark-up 15.00% $1,221Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $24,789Sales tax (material) 7.75% $631Sales tax (equipment) 7.75% $12,808Material Shipping & Handling 2.50% $204Worker's Travel/Subsistence 0.10% $47Subtotal$271,916Contractor General Conditions 12.00% $32,630Subtotal$304,546Earthquake Insurance 0.10% $305Subtotal$304,851Construction Contingency 20.00% $60,970Subtotal$365,821Bldg Risk, Liability Auto Ins. 2.00% $7,316Subtotal$373,138Performance Bond 1.00% $3,731Payment Bond 1.00% $3,731Subtotal$380,600Engineering Fee 10.00% $22,383Environmental Permitting (Lump Sum) - $10,000Total Estimate$412,98356 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/12/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BJ-1 - Located in Basin B57 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BJ-102 - SITE CONSTRUCTION02210 - Clear and grubClear & grub, brush, including stumps 6Acre $1,759.00 $10,554.00 $0.00 $0.00 $3,686.00 $22,116.00 $5445 / Acre $0.00 $0.00 $32,670.0002310 - Fine gradeGrade pad, contour area 23334 Sqyd $0.55 $12,833.70 $0.00 $0.00 $0.44 $10,266.96 $0.99 / Sqyd $0.00 $0.00 $23,100.66Grade slopes 6556 Sqyd $0.55 $3,605.80 $0.00 $0.00 $0.44 $2,884.64 $0.99 / Sqyd $0.00 $0.00 $6,490.4402320 - BackfillBackfill, dozer backfilling, trench, no compaction 7300 Cuyd $0.80 $5,840.00 $0.00 $0.00 $1.28 $9,344.00 $2.08 / Cuyd $0.00 $0.00 $15,184.0002360 - CompactionCompaction, trench, walk behind, vib.. Plate 7300 Cuyd $1.90 $13,870.00 $0.00 $0.00 $0.51 $3,723.00 $2.41 / Cuyd $0.00 $0.00 $17,593.0002400 - Excavating bulk, dozer, Hauling, LCY, no loading, 50" haul 31450 Cuyd $0.58 $18,241.00 $0.00 $0.00 $0.95 $29,877.50 $1.53 / Cuyd $0.00 $0.00 $48,118.5002410 - Excavation, bulk, scrapersExcavation, self prop scraper, 14 CY 1/4 push dozer, com earth 7300 Cuyd $1.29 $9,417.00 $0.00 $0.00 $5.19 $37,887.00 $6.48 / Cuyd $0.00 $0.00 $47,304.0002480 - Rip-rapRip-rap, energy dissipater 120 Sqyd $55.00 $6,600.00 $25.00 $3,000.00 $18.70 $2,244.00 $98.7 / Sqyd $0.00 $0.00 $11,844.0002490 - Erosion ControlErosion control, jute mesh, 100 SY per roll, 4' wide 6556 Sqyd $0.48 $3,146.88 $0.75 $4,917.00 $0.12 $786.72 $1.35 / Sqyd $0.00 $0.00 $8,850.60Erosion control, silt fence, polypropylene, 3' high 1800 Inft $0.80 $1,440.00 $0.34 $612.00 $0.00 $0.00 $1.14 / Inft $0.00 $0.00 $2,052.00Erosion control, silt fence, polypropylene, 3' high, remove 1800 Inft $0.80 $1,440.00 $0.00 $0.00 $0.00 $0.00 $0.8 / Inft $0.00 $0.00 $1,440.00Erosion control, hay bales, staked 2200 Inft $1.19 $2,618.00 $2.25 $4,950.00 $0.10 $220.00 $3.54 / Inft $0.00 $0.00 $7,788.0002840 - LandscapingSlope Landscaping/irrigation 59000 Sqft $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $29500 / Sqft $29,500.00 $0.00 $29,500.00SITE CONSTRUCTION Total $89,606.38 $13,479.00 $119,349.82 $29,500.00 $0.00 $251,935.2003 - CONCRETE03150 - Concrete, ready mixHeadwall 3 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $3,000.00 $3,000.00Headwall 3 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $3,000.00 $3,000.003'x6' RCB Culvert 16 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $16,000.00 $16,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $22,000.00 $22,000.0011 - EQUIPMENT11010 - Process EquipmentWater unit 1628 Gal $0.70 $1,139.60 $1.05 $1,709.40 $0.00 $0.00 $1.75 / Gal $0.00 $0.00 $2,849.00EQUIPMENT Total $1,139.60 $1,709.40 $0.00 $0.00 $0.00 $2,849.00Project BJ-1 Total $90,745.98 $15,188.40 $119,349.82 $29,500.00 $22,000.00 $276,784.20Grand Total$90,745.98 $15,188.40 $119,349.82 $29,500.00 $22,000.00 $276,784.2058 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 32.79% $90,746Material 5.49% $15,188Equipment 43.12% $119,350Subcontractor 10.66% $29,500Other 7.95% $22,000Net Costs$276,784Labor Mark-up 18.00% $16,334Material Mark-up 15.00% $2,278Subcontractor Mark-up 5.00% $1,475Equipment Mark-up 15.00% $17,902Sales tax (material) 7.75% $1,177Sales tax (equipment) 7.75% $9,250Material Shipping & Handling 2.50% $380Worker's Travel/Subsistence 0.10% $91Subtotal$325,671Contractor General Conditions 12.00% $39,081Subtotal$364,752Earthquake Insurance 0.10% $365Subtotal$365,117Construction Contingency 20.00% $73,023Subtotal$438,140Bldg Risk, Liability Auto Ins. 2.00% $8,763Subtotal$446,903Performance Bond 1.00% $4,469Payment Bond 1.00% $4,469Subtotal$455,841Engineering Fee 10.00% $27,678Environmental Permitting (Lump Sum) - $17,000Total Estimate$500,51959 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BJB - Located in Basin B60 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BJB02 - SITE CONSTRUCTION02340 - BeddingBacking Material class #1 150 Cuyd $17.00 $2,550.00 $60.00 $9,000.00 $20.00 $3,000.00 $97 / Cuyd $0.00 $0.00 $14,550.00 02360 - Compaction Compaction, trench, walk behind, vib.. Plate 80 Cuyd $1.90 $152.00 $0.00 $0.00 $0.51 $40.80 $2.41 / Cuyd $0.00 $0.00 $192.80 02450 - Excavating Excavating, bulk bank measure, FE loader, whl mtd, 1.5 CY cap = 80 440 Cuyd $1.95 $858.00 $0.00 $0.00 $1.42 $624.80 $3.37 / Cuyd $0.00 $0.00 $1,482.8002460 - HaulingDisposal fee 25 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $2,625.00 $2,625.00Hauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 440 Cuyd $7.18 $3,159.20 $3.00 $1,320.00 $15.45 $6,796.43 $25.63 / Cuyd $0.00 $0.00 $11,275.63Loading Trucks, F.E. Loader, 3 C.Y.., clear & grub 440 Cuyd $0.74 $325.60 $0.00 $0.00 $1.24 $545.60 $1.98 / Cuyd $0.00 $0.00 $871.2002470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 525 Sqyd $0.32 $168.00 $1.85 $971.25 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $1,139.2502480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 290 Cuyd $49.95 $14,485.50 $60.56 $17,562.40 $16.44 $4,767.60 $126.95 / Cuyd $0.00 $0.00 $36,815.50SITE CONSTRUCTION Total $21,698.30 $28,853.65 $15,775.23 $0.00 $2,625.00 $68,952.1803 - CONCRETE03150 - Concrete, ready mixWing wall for 7'X11' box culvert 9 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $9,000.00 $9,000.00CONCRETE Total$0.00 $0.00 $0.00 $0.00 $9,000.00 $9,000.00Project BJB Total $21,698.30 $28,853.65 $15,775.23 $0.00 $11,625.00 $77,952.18Grand Total$21,698.30 $28,853.65 $15,775.23 $0.00 $11,625.00 $77,952.1861 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 27.84% $21,698Material 37.01% $28,854Equipment 20.24% $15,775Subcontractor 0.00% $0Other 14.91% $11,625Net Costs$77,952Labor Mark-up 18.00% $3,906Material Mark-up 15.00% $4,328Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $2,366Sales tax (material) 7.75% $2,236Sales tax (equipment) 7.75% $1,223Material Shipping & Handling 2.50% $721Worker's Travel/Subsistence 0.10% $22Subtotal$92,754Contractor General Conditions 12.00% $11,130Subtotal$103,884Earthquake Insurance 0.10% $104Subtotal$103,988Construction Contingency 25.00% $25,997Subtotal$129,985Bldg Risk, Liability Auto Ins. 2.00% $2,600Subtotal$132,585Performance Bond 1.00% $1,326Payment Bond 1.00% $1,326Subtotal$135,237Engineering Fee 10.00% $7,795Environmental Permitting (Lump Sum) - $10,000Total Estimate$153,03262 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/11/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BL-U - Located in Basin B 63 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BL-U01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 10 Day$0.00 $0.00 $0.00 $0.00 $240.00 $2,400.00 $240 / Day$0.00 $0.00 $2,400.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $3,300.00 $0.00 $0.00 $3,300.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 8 Clf $2.34 $18.72 $3.06 $24.48 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $43.2002320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 943 Cuyd $0.80 $754.40 $0.00 $0.00 $1.28 $1,207.04 $2.08 / Cuyd $0.00 $0.00 $1,961.4402340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 737 Cuyd $8.47 $6,242.39 $32.03 $23,606.11 $1.89 $1,392.93 $42.39 / Cuyd $0.00 $0.00 $31,241.4302360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 93 Cuyd $1.90 $176.70 $0.00 $0.00 $0.51 $47.43 $2.41 / Cuyd $0.00 $0.00 $224.13Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding634 Cuyd $2.93 $1,857.62 $0.00 $0.00 $0.78 $494.52 $3.71 / Cuyd $0.00 $0.00 $2,352.14Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 849 Cuyd $2.93 $2,487.57 $0.00 $0.00 $0.78 $662.22 $3.71 / Cuyd $0.00 $0.00 $3,149.7902450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 1729 Cuyd $1.76 $3,043.04 $0.00 $0.00 $1.28 $2,213.12 $3.04 / Cuyd $0.00 $0.00 $5,256.1602460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 1218 Cuyd $5.95 $7,247.10 $0.00 $0.00 $10.40 $12,667.20 $16.35 / Cuyd $0.00 $0.00 $19,914.30Loading Trucks, F.E. Loader, 3 C.Y.. 1218 Cuyd $0.74 $901.32 $0.00 $0.00 $1.24 $1,510.32 $1.98 / Cuyd $0.00 $0.00 $2,411.6402490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesJunction structure 2 Each $680.00 $1,360.00 $6,000.00 $12,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $13,360.00CB or manholes, conc, precast, 4' ID, 6' deep 4 Each $549.75 $2,199.00 $1,050.00 $4,200.00 $148.32 $593.28 $1748.07 / Each $0.00 $0.00 $6,992.28CB or manholes, conc, slab tops, precast, 8'' thick, 4' dia 4 Each $158.75 $635.00 $201.00 $804.00 $35.44 $141.76 $395.19 / Each $0.00 $0.00 $1,580.76Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 4 Each $162.82 $651.28 $260.00 $1,040.00 $36.35 $145.40 $459.17 / Each $0.00 $0.00 $1,836.68CB or manholes, inverts, single channel brick, concrete 4 Each $144.00 $576.00 $100.00 $400.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $976.00Catch basins or manholes, steps, standard sizes, aluminum 12 Each $9.66 $115.92 $26.50 $318.00 $0.00 $0.00 $36.16 / Each $0.00 $0.00 $433.92Cleanout 1 Each $1,019.00 $1,019.00 $1,560.00 $1,560.00 $249.00 $249.00 $2828 / Each $0.00 $0.00 $2,828.00SITE CONSTRUCTION Total$29,285.06 $43,952.59 $21,324.22 $0.00 $2,614.00 $97,175.8715 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 39'' dia 800 Lnft $39.70 $31,760.00 $78.00 $62,400.00 $3.94 $3,152.00 $121.64 / Lnft $0.00 $0.00 $97,312.00Piping, water dist, conc pipe, gasket, 39'' dia 80 Each $3.14 $251.20 $9.20 $736.00 $0.00 $0.00 $12.34 / Each $0.00 $0.00 $987.20MECHANICAL Total$32,011.20 $63,136.00 $3,152.00 $0.00 $0.00 $98,299.20Project BL-U Total$61,296.26 $107,088.59 $27,776.22 $0.00 $2,614.00 $198,775.07Grand Total$61,296.26 $107,088.59 $27,776.22 $0.00 $2,614.00 $198,775.0764 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 5.20% $61,296Material 9.09% $107,089Equipment 2.36% $27,776Subcontractor 0.00% $0Other 0.22% $2,614Net Costs$198,775Labor Mark-up 18.00% $11,033Material Mark-up 15.00% $16,063Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $4,166Sales tax (material) 7.75% $8,299Sales tax (equipment) 7.75% $2,153Material Shipping & Handling 2.50% $2,677Worker's Travel/Subsistence 0.10% $61Subtotal$243,229Contractor General Conditions 12.00% $29,187Subtotal$272,416Earthquake Insurance 0.10% $272Subtotal$272,689Construction Contingency 25.00% $68,172Subtotal$340,861Bldg Risk, Liability Auto Ins. 2.00% $6,817Subtotal$347,678Performance Bond 1.00% $3,477Payment Bond 1.00% $3,477Subtotal$354,631Engineering Fee 10.00% $19,878Environmental Permitting (Lump Sum) - $10,000Total Estimate$384,50965 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/12/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BL-L - Located in Basin B66 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BL-L01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 1 Day$0.00 $0.00 $0.00 $0.00 $240.00 $240.00 $240 / Day$0.00 $0.00 $240.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $1,140.00 $0.00 $0.00 $1,140.0002 SITE CONSTRUCTION 02060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 10 Sqyd $5.29 $52.90 $0.00 $0.00 $3.49 $34.90 $8.78 / Sqyd $0.00 $0.00 $87.80Asphalt disposal - hauling and disposal fee, 4" thick 1 Sqyd $1.00 $1.00 $4.70 $4.70 $1.32 $1.32 $7.02 / Sqyd $0.00 $0.00 $7.0202170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 65 Lnft $0.48 $31.20 $0.07 $4.55 $0.26 $16.90 $0.81 / Lnft $0.00 $0.00 $52.65Saw cutting, asphalt, after 3'' deep; each addl inch of depth 65 Lnft $0.82 $53.30 $0.30 $19.50 $0.44 $28.60 $1.56 / Lnft $0.00 $0.00 $101.4002310 - Fine gradeFine grade under asphalt 10 Sqyd $0.26 $2.60 $0.00 $0.00 $0.21 $2.10 $0.47 / Sqyd $0.00 $0.00 $4.7002320 - BackfillBackfill, dozer backfilling, trench, no compaction 33 Cuyd $0.80 $26.40 $0.00 $0.00 $1.28 $42.24 $2.08 / Cuyd $0.00 $0.00 $68.6402340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 9 Cuyd $8.47 $72.00 $32.03 $272.26 $1.89 $16.07 $42.39 / Cuyd $0.00 $0.00 $360.3202360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 74 Cuyd $1.90 $140.60 $0.00 $0.00 $0.51 $37.74 $2.41 / Cuyd $0.00 $0.00 $178.34Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding74 Cuyd $2.93 $216.82 $0.00 $0.00 $0.78 $57.72 $3.71 / Cuyd $0.00 $0.00 $274.54Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 74 Cuyd $2.93 $216.82 $0.00 $0.00 $0.78 $57.72 $3.71 / Cuyd $0.00 $0.00 $274.5402450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 107 Cuyd $1.76 $188.32 $0.00 $0.00 $1.28 $136.96 $3.04 / Cuyd $0.00 $0.00 $325.2802460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 74 Cuyd $5.95 $440.30 $0.00 $0.00 $10.40 $769.60 $16.35 / Cuyd $0.00 $0.00 $1,209.90Loading Trucks, F.E. Loader, 3 C.Y.. 74 Cuyd $0.74 $54.76 $0.00 $0.00 $1.24 $91.76 $1.98 / Cuyd $0.00 $0.00 $146.52Disposal fee 4 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $388.50 $388.5002490 - Erosion controlErosion control allowance:: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $0.00 $500.00 $500.0002600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 9'' deep 10 Sqyd $0.80 $8.00 $8.06 $80.60 $1.02 $10.20 $9.88 / Sqyd $0.00 $0.00 $98.8002610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' thick10Sqyd$35.00 $350.00 $18.00 $180.00 $2.98 $29.80 $55.98 / Sqyd $0.00 $0.00 $559.8002840 - LandscapingLandscaping Allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $500.00 $0.00 $500.00Traffic Control Allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $0.00 $500.00 $500.00SITE CONSTRUCTION Total $1,855.02 $561.61 $1,333.63 $500.00 $1,388.50 $5,638.7567 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total15 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 90'' dia 20 Lnft $125.05 $2,501.00 $450.00 $9,000.00 $12.40 $248.00 $587.45 / Lnft $0.00 $0.00 $11,749.00Piping, water dist, conc pipe, gasket, 90'' dia 2 Each $3.14 $6.28 $36.00 $72.00 $0.00 $0.00 $39.14 / Each $0.00 $0.00 $78.28MECHANICAL Total $2,507.28 $9,072.00 $248.00 $0.00 $0.00 $11,827.28Project BL-L (90 inch RCP) Total $4,362.30 $9,633.61 $2,721.63 $500.00 $1,388.50 $18,606.03Project BL-L - Bridge 01 - GENERAL REQUIREMENTS01210 - Lifting and hoisting equipmentRent crane truck mounted, hydraulic, 55 ton capacity30 Day$0.00 $0.00 $0.00 $0.00 $990.00 $29,700.00 $28038 / Day$27,048.00 $0.00 $56,748.00GENERAL REQUIREMENTS Total$0.00 $0.00 $29,700.00 $27,048.00 $0.00 $56,748.0002 SITE CONSTRUCTION 02280 - Sheet pilingSheet piling, steel, no wales, 15' excav., drive, extract & salvage 2700 Sqft $14.03 $37,881.00 $11.41 $30,807.00 $10.60 $28,620.00 $36.04 / Sqft $0.00 $0.00 $97,308.0002340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 52 Cuyd $8.47 $440.44 $32.03 $1,665.56 $1.89 $98.28 $42.39 / Cuyd $0.00 $0.00 $2,204.2802360 - CompactionCompaction, walk behind, vibrating plate 18'' wide, subgrade 25 Cuyd $1.90 $47.50 $0.00 $0.00 $0.51 $12.75 $2.41 / Cuyd $0.00 $0.00 $60.25Compaction, walk behind, vibrating plate 18'' wide, bedding50 Cuyd $1.90 $95.00 $0.00 $0.00 $0.51 $25.50 $2.41 / Cuyd $0.00 $0.00 $120.5002420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 2 CY 2000 Cuyd $5.28 $10,560.00 $0.00 $0.00 $6.70 $13,400.00 $11.98 / Cuyd $0.00 $0.00 $23,960.0002420 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 2600 Cuyd $5.95 $15,470.00 $0.00 $0.00 $10.40 $27,040.00 $16.35 / Cuyd $0.00 $0.00 $42,510.00Loading Trucks, F.E. Loader, 3 C.Y.. 2600 Cuyd $0.74 $1,924.00 $0.00 $0.00 $1.24 $3,224.00 $1.98 / Cuyd $0.00 $0.00 $5,148.00Disposal fee 130 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $13,650.00 $13,650.00SITE CONSTRUCTION Total $66,417.94 $32,472.56 $72,420.53 $0.00 $0.00 $184,961.0303 - CONCRETE03150 - Concrete, ready mixWall, bridge 278 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $278,000.00 $278,000.00Footing32 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $32,000.00 $32,000.00Elevated slab 32 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $32,000.00 $32,000.00Headwall 10 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $10,000.00 $10,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $352,000.00 $352,000.0068 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total05 - METALS05010 - Misc MetalsMisc metals, allowance 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $0.00 $500.00 $500.0005040 - Structural steel membersStruct stl, WF, W 36 x 170 270 Lnft $4.66 $1,258.20 $192.44 $51,958.80 $1.87 $504.90 $198.97 / Lnft $0.00 $0.00 $53,721.90MECHANICAL Total $1,258.20 $51,958.80 $504.90 $0.00 $500.00 $54,221.90Project Bridge Total $67,676.14 $84,431.36 $102,625.43 $27,048.00 $352,500.00 $647,930.93Project BL-L Total $72,038.44 $94,064.97 $105,347.06 $27,548.00 $353,888.50 $666,536.96Grand Total$72,038.44 $94,064.97 $105,347.06 $27,548.00 $353,888.50 $652,886.9669 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 6.11% $72,038Material 7.98% $94,065Equipment 8.94% $105,347Subcontractor 2.34% $27,548Other 30.03% $353,889Net Costs$652,887Labor Mark-up 18.00% $12,967Material Mark-up 15.00% $14,110Subcontractor Mark-up 5.00% $1,377Equipment Mark-up 15.00% $15,802Sales tax (material) 7.75% $7,290Sales tax (equipment) 7.75% $8,164Material Shipping & Handling 2.50% $2,352Worker's Travel/Subsistence 0.10% $72Subtotal$715,021Contractor General Conditions 12.00% $85,803Subtotal$800,824Earthquake Insurance 0.10% $801Subtotal$801,625Construction Contingency 20.00% $160,325Subtotal$961,949Bldg Risk, Liability Auto Ins. 2.00% $19,239Subtotal$981,188Performance Bond 1.00% $9,812Payment Bond 1.00% $9,812Subtotal$1,000,812Engineering Fee 10.00% $65,289Environ Permitting/Monitoring (L.S.) - $750,000Total Estimate$1,816,10170 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BM - Located in Basin B71 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BM02 SITE CONSTRUCTION 02310 - Fine gradeFine grade under asphalt 293 Sqyd $0.26 $76.18 $0.00 $0.00 $0.21 $61.53 $0.47 / Sqyd $0.00 $0.00 $137.7102340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 125 Cuyd $8.47 $1,058.75 $32.03 $4,003.75 $1.89 $236.25 $42.39 / Cuyd $0.00 $0.00 $5,298.7502360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 381 Cuyd $1.90 $723.90 $0.00 $0.00 $0.51 $194.31 $2.41 / Cuyd $0.00 $0.00 $918.21Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding381 Cuyd $2.93 $1,116.33 $0.00 $0.00 $0.78 $297.18 $3.71 / Cuyd $0.00 $0.00 $1,413.51Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 381 Cuyd $2.93 $1,116.33 $0.00 $0.00 $0.78 $297.18 $3.71 / Cuyd $0.00 $0.00 $1,413.5102450 - Excavating, trenchExcavate trench, common earth curb, 4'-6' deep, 1-1/2 CY hyd 636 Cuyd $1.95 $1,240.20 $0.00 $0.00 $1.42 $903.12 $3.37 / Cuyd $0.00 $0.00 $2,143.3202480 - Rip-rapRip-rap, energy dissipater 34 Sqyd $55.00 $1,870.00 $25.00 $850.00 $18.70 $635.80 $98.7 / Sqyd $0.00 $0.00 $3,355.8002490 - Erosion controlErosion control allowance: 2 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $5,228.00 $5,228.0002600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 9'' deep 376 Sqyd $0.80 $300.80 $8.06 $3,030.56 $1.02 $383.52 $9.88 / Sqyd $0.00 $0.00 $3,714.8802840 - LandscapingLandscaping Allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $500.00 $0.00 $500.00Traffic Control Allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $0.00 $500.00 $500.00SITE CONSTRUCTION Total $7,502.49 $7,884.31 $3,008.89 $500.00 $5,728.00 $24,623.6903 - CONCRETE03150 - Concrete, ready mix5'x32" RCB Culvert 99 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $99,000.00 $99,000.00Headwall 2 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $2,000.00 $2,000.00Headwall 2 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $2,000.00 $2,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $103,000.00 $103,000.00Project BM Total $7,502.49 $7,884.31 $3,008.89 $500.00 $108,728.00 $127,623.69Grand Total$7,502.49 $7,884.31 $3,008.89 $500.00 $108,728.00 $127,623.6972 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 0.64% $7,502Material 0.67% $7,884Equipment 0.26% $3,009Subcontractor 0.04% $500Other 9.23% $108,728Net Costs$127,624Labor Mark-up 18.00% $1,350Material Mark-up 15.00% $1,183Subcontractor Mark-up 5.00% $25Equipment Mark-up 15.00% $451Sales tax (material) 7.75% $611Sales tax (equipment) 7.75% $233Material Shipping & Handling 2.50% $197Worker's Travel/Subsistence 0.10% $8Subtotal$131,682Contractor General Conditions 12.00% $15,802Subtotal$147,484Earthquake Insurance 0.10% $147Subtotal$147,631Construction Contingency 20.00% $29,526Subtotal$177,158Bldg Risk, Liability Auto Ins. 2.00% $3,543Subtotal$180,701Performance Bond 1.00% $1,807Payment Bond 1.00% $1,807Subtotal$184,315Engineering Fee 10.00% $12,762Environmental Permitting (Lump Sum) - $7,000Total Estimate$204,07773 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/12/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BN - Located in Basin B 74 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BN02 - SITE CONSTRUCTION02060 - Site demolitionSite dml, conc7'' to 24'' thick, rod reinforced 23 Cuyd $92.56 $2,128.88 $0.00 $0.00 $61.09 $1,405.07 $153.65 / Cuyd $0.00 $0.00 $3,533.9502420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 3 CY 800 Cuyd $5.28 $4,224.00 $0.00 $0.00 $6.70 $5,360.00 $11.98 / Cuyd $0.00 $0.00 $9,584.00Excavating, structural, mach excav, com earth, hyd backhoe, 3 CY 500 Cuyd $5.28 $2,640.00 $0.00 $0.00 $6.70 $3,350.00 $11.98 / Cuyd $0.00 $0.00 $5,990.0002430 - FillFill, spread dumped material, by dozer, no compaction 1400 Cuyd $0.72 $1,008.00 $0.00 $0.00 $1.15 $1,610.00 $1.87 / Cuyd $0.00 $0.00 $2,618.0002460 - HaulingDisposal fee 20 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $2,100.00 $2,100.00Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr, 23 Cuyd $5.95 $136.85 $0.00 $0.00 $10.40 $239.20 $16.35 / Cuyd $0.00 $0.00 $376.05Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 2600 Cuyd $5.95 $15,470.00 $0.00 $0.00 $10.40 $27,040.00 $16.35 / Cuyd $0.00 $0.00 $42,510.00Hauling, LCY, no loading, 12 c.y. dump truck, 6 MI RT, 1 lds/hr 1400 Cuyd $10.52 $14,728.00 $0.00 $0.00 $18.95 $26,529.00 $29.47 / Cuyd $0.00 $0.00 $41,257.00Loading Trucks, F.E. Loader, 3 C.Y.. 2600 Cuyd $0.74 $1,924.00 $0.00 $0.00 $1.24 $3,224.00 $1.98 / Cuyd $0.00 $0.00 $5,148.00Loading Trucks, F.E. Loader, 3 C.Y.., concrete 23 Cuyd $0.74 $17.02 $0.00 $0.00 $1.24 $28.52 $1.98 / Cuyd $0.00 $0.00 $45.54Loading Trucks, F.E. Loader, 3 C.Y.. 1400 Cuyd $0.74 $1,036.00 $0.00 $0.00 $1.24 $1,736.00 $1.98 / Cuyd $0.00 $0.00 $2,772.0002470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 1667 Sqyd $0.32 $533.44 $1.85 $3,083.95 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $3,617.3902480 - Rip-rapBacking Material class #1 33 Cuyd $17.00 $561.00 $60.00 $1,980.00 $20.00 $660.00 $97 / Cuyd $0.00 $0.00 $3,201.00Rip-rap, mach placed for slp protec, 18'' min thick. not grouted 155 Sqyd $56.55 $8,765.25 $49.55 $7,680.25 $12.33 $1,911.15 $118.43 / Sqyd $0.00 $0.00 $18,356.65Rip-rap, gabions, galv steel mesh boxes, stone filled 165 Cuyd $49.95 $8,241.75 $60.56 $9,992.40 $16.44 $2,712.60 $126.95 / Cuyd $0.00 $0.00 $20,946.75SITE CONSTRUCTION Total $61,414.19 $22,736.60 $75,805.54 $0.00 $2,100.00 $162,056.3303 - CONCRETE03150 - Concrete, ready mixApron wall 8 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $8,000.00 $8,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $8,000.00 $8,000.00Project BN Total $61,414.19 $22,736.60 $75,805.54 $0.00 $10,100.00 $170,056.33Grand Total$61,414.19 $22,736.60 $75,805.54 $0.00 $10,100.00 $170,056.3375 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 5.21% $61,414Material 1.93% $22,737Equipment 6.43% $75,806Subcontractor 0.00% $0Other 0.86% $10,100Net Costs$170,056Labor Mark-up 18.00% $11,055Material Mark-up 15.00% $3,410Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $11,371Sales tax (material) 7.75% $1,762Sales tax (equipment) 7.75% $5,875Material Shipping & Handling 2.50% $568Worker's Travel/Subsistence 0.10% $61Subtotal$204,159Contractor General Conditions 12.00% $24,499Subtotal$228,658Earthquake Insurance 0.10% $229Subtotal$228,887Construction Contingency 25.00% $57,222Subtotal$286,108Bldg Risk, Liability Auto Ins. 2.00% $5,722Subtotal$291,831Performance Bond 1.00% $2,918Payment Bond 1.00% $2,918Subtotal$297,667Engineering Fee 10.00% $17,006Environmental Permitting (Lump Sum) - $42,000Total Estimate$356,67376 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BNB - Located in Basin B77 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BNB02 - SITE CONSTRUCTION 02060 - Site demolition Site dml, no hauling, pavement removal, bit, 4'' to 6'' thick 204 Sqyd $5.29 $1,077.63 $0.00 $0.00 $3.49 $710.95 $8.78 / Sqyd $0.00 $0.00 $1,788.57 02320 - Backfill Backfill, dozer backfilling, trench, no compaction, inlet 11000 Cuyd $0.80 $8,800.00 $0.00 $0.00 $1.28 $14,080.00 $2.08 / Cuyd $0.00 $0.00 $22,880.00 02340 - Bedding Bedding, crushed stone 3/4'' to 1/2'', inlet 1467 Cuyd $8.47 $12,425.49 $32.03 $46,988.01 $1.89 $2,772.63 $42.39 / Cuyd $0.00 $0.00 $62,186.13 02360 - Compaction Compaction, trench, walk behind, vib. plate, bedding11000 Cuyd $1.90 $20,900.00 $0.00 $0.00 $0.51 $5,610.00 $2.41 / Cuyd $0.00 $0.00 $26,510.00Compaction, trench, walk behind, vib. plate, subgrade 667 Cuyd $1.90 $1,266.73 $0.00 $0.00 $0.51 $340.02 $2.41 / Cuyd $0.00 $0.00 $1,606.75Compaction, trench, walk behind, vib.. Plate 11000 Cuyd $1.90 $20,900.00 $0.00 $0.00 $0.51 $5,610.00 $2.41 / Cuyd $0.00 $0.00 $26,510.00 02450 - Excavating, trench Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 17600 Cuyd $1.95 $34,320.00 $0.00 $0.00 $1.42 $24,992.00 $3.37 / Cuyd $0.00 $0.00 $59,312.00 02480 - Rip-rap Rip-rap, gabions, galv steel mesh boxes, stone filled 104 Cuyd $49.95 $5,194.80 $60.56 $6,298.24 $16.44 $1,709.76 $126.95 / Cuyd $0.00 $0.00 $13,202.8002610 - Asphalt concrete pavement Asphaltic conc pavement, pavement replacement over trench, 6'' 204 Sqyd $44.54 $9,073.24 $27.00 $5,500.17 $3.79 $772.06 $75.33 / Sqyd $0.00 $0.00 $15,345.47SITE CONSTRUCTION Total$113,957.89 $58,786.42 $56,597.42 $0.00 $0.00 $229,341.73 03 - CONCRETE 03150 - Concrete, ready mix Headwall, with apron 5 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $5,000.00 $5,000.00CONCRETE Total$0.00 $0.00 $0.00 $0.00 $5,000.00 $5,000.00 15 - MECHANICAL 15090 - Pipe,drng&sewage,concretePiping, drainage & sewage, RCP, class 3, no gaskets, 84'' dia 3600 Lnft $125.05 $450,180.00 $300.00 $1,080,000.00 $12.40 $44,640.00 $437.45 / Lnft $0.00 $0.00 $1,574,820.00Piping, water dist, conc pipe, gasket, 84'' dia360 Each $3.14 $1,130.40 $36.00 $12,960.00 $0.00 $0.00 $39.14 / Each $0.00 $0.00 $14,090.40 15395 - Cleanouts Cleanouts, flr type, rnd top, xtra hvy dty, 84'' pipe size 9 Each $2,217.00 $19,953.00 $3,659.00 $32,931.00 $0.00 $0.00 $5876 / Each $0.00 $0.00 $52,884.00MECHANICAL Total$471,263.40 $1,125,891.00 $44,640.00 $0.00 $0.00 $1,641,794.40Project BNB Total $585,221.29 $1,184,677.42 $101,237.42 $0.00 $5,000.00 $1,876,136.13Grand Total$585,221.29 $1,184,677.42 $101,237.42 $0.00 $5,000.00 $1,876,136.1378 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 49.66% $585,221Material 100.53% $1,184,677Equipment 8.59% $101,237Subcontractor 0.00% $0Other 0.42% $5,000Net Costs$1,876,136Labor Mark-up 18.00% $105,340Material Mark-up 15.00% $177,702Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $15,186Sales tax (material) 7.75% $91,813Sales tax (equipment) 7.75% $7,846Material Shipping & Handling 2.50% $29,617Worker's Travel/Subsistence 0.10% $585Subtotal$2,304,224Contractor General Conditions 12.00% $276,507Subtotal$2,580,731Earthquake Insurance 0.10% $2,581Subtotal$2,583,311Construction Contingency 20.00% $516,662Subtotal$3,099,974Bldg Risk, Liability Auto Ins. 2.00% $61,999Subtotal$3,161,973Performance Bond 1.00% $31,620Payment Bond 1.00% $31,620Subtotal$3,225,213Engineering Fee 10.00% $187,614Environmental Permitting (Lump Sum) - $10,000Total Estimate$3,422,82679 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BP - Located in Basin B80 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BP01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 4 Day$0.00 $0.00 $0.00 $0.00 $240.00 $960.00 $240 / Day$0.00 $0.00 $960.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $1,860.00 $0.00 $0.00 $1,860.0002 SITE CONSTRUCTION 02060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 15 Sqyd $5.29 $79.35 $0.00 $0.00 $3.49 $52.35 $8.78 / Sqyd $0.00 $0.00 $131.70Asphalt disposal - hauling and disposal fee, 4" thick 15 Sqyd $1.00 $15.00 $4.70 $70.50 $1.32 $19.80 $7.02 / Sqyd $0.00 $0.00 $105.3002170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 150 Lnft $0.48 $72.00 $0.07 $10.50 $0.26 $39.00 $0.81 / Lnft $0.00 $0.00 $121.50Saw cutting, asphalt, after 3'' deep; each addl inch of depth 150 Lnft $0.82 $123.00 $0.30 $45.00 $0.44 $66.00 $1.56 / Lnft $0.00 $0.00 $234.0002310 - Fine gradeFine grade under asphalt 15 Sqyd $0.26 $3.90 $0.00 $0.00 $0.21 $3.15 $0.47 / Sqyd $0.00 $0.00 $7.0502320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction, 250 Cuyd $0.80 $200.00 $0.00 $0.00 $1.28 $320.00 $2.08 / Cuyd $0.00 $0.00 $520.00 02340 - Bedding Bedding, crushed stone 3/4'' to 1/2'', outlet 30 Cuyd $8.47 $254.10 $32.03 $960.90 $1.89 $56.70 $42.39 / Cuyd $0.00 $0.00 $1,271.70 02360 - Compaction Compaction, trench, walk behind, vib. plate, subgrade outlet 250 Cuyd $1.90 $475.00 $0.00 $0.00 $0.51 $127.50 $2.41 / Cuyd $0.00 $0.00 $602.50 02450 - Excavating, trench Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac, outlet 250 Cuyd $1.95 $487.50 $0.00 $0.00 $1.42 $355.00 $3.37 / Cuyd $0.00 $0.00 $842.5002460 - HaulingDisposal fee 5 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $525.00 $525.00Hauling, LCY, no loading, 12 CY dump truck, stockpile on site 100 Cuyd $4.66 $466.00 $0.00 $0.00 $9.74 $974.00 $14.4 / Cuyd $0.00 $0.00 $1,440.00Hauling, LCY, no loading, 12 CY dump truck, clear & grub 100 Cuyd $4.66 $466.00 $0.00 $0.00 $9.74 $974.00 $14.4 / Cuyd $0.00 $0.00 $1,440.00Hauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 100 Cuyd $7.18 $718.00 $3.00 $300.00 $15.45 $1,544.64 $25.63 / Cuyd $0.00 $0.00 $2,562.64Loading Trucks, F.E. Loader, 3 C.Y.., stockpile 100 Cuyd $0.74 $74.00 $0.00 $0.00 $1.24 $124.00 $1.98 / Cuyd $0.00 $0.00 $198.00Loading Trucks, F.E. Loader, 3 C.Y.. 100 Cuyd $0.74 $74.00 $0.00 $0.00 $1.24 $124.00 $1.98 / Cuyd $0.00 $0.00 $198.00Loading Trucks, F.E. Loader, 3 C.Y.., clear & grub 100 Cuyd $0.74 $74.00 $0.00 $0.00 $1.24 $124.00 $1.98 / Cuyd $0.00 $0.00 $198.0002470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 400 Sqyd $0.32 $128.00 $1.85 $740.00 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $868.0002480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 100 Cuyd $49.95 $4,995.00 $60.56 $6,056.00 $16.44 $1,644.00 $126.95 / Cuyd $0.00 $0.00 $12,695.0002490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 12'' 400 Sqyd $0.87 $348.00 $10.76 $4,304.00 $1.11 $444.00 $12.74 / Sqyd $0.00 $0.00 $5,096.0081 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' thick15 Sqyd $35.00 $525.00 $18.00 $270.00 $2.98 $44.70 $55.98 / Sqyd $0.00 $0.00 $839.70SITE CONSTRUCTION Total $9,577.85 $12,756.90 $7,036.84 $0.00 $3,139.00 $32,510.5903 - CONCRETE 03150 - Concrete, ready mix Headwall, inlet 10 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $10,000.00 $10,000.006'x7' RCB Culvert108 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $108,000.00 $108,000.004.3'x5.7' RCB Culvert 27 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $27,000.00 $27,000.00Culvert, outlet 12 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $12,000.00 $12,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $157,000.00 $157,000.00Project BP Total $9,577.85 $12,756.90 $8,896.84 $160,139.00 $191,370.59Grand Total$9,577.85 $12,756.90 $8,896.84 $0.00 $160,139.00 $191,370.5982 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 0.81% $9,578Material 1.08% $12,757Equipment 0.75% $8,897Subcontractor 0.00% $0Other 13.59% $160,139Net Costs$191,371Labor Mark-up 18.00% $1,724Material Mark-up 15.00% $1,914Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $1,335Sales tax (material) 7.75% $989Sales tax (equipment) 7.75% $690Material Shipping & Handling 2.50% $319Worker's Travel/Subsistence 0.10% $10Subtotal$198,349Contractor General Conditions 12.00% $23,802Subtotal$222,151Earthquake Insurance 0.10% $222Subtotal$222,373Construction Contingency 25.00% $55,593Subtotal$277,967Bldg Risk, Liability Auto Ins. 2.00% $5,559Subtotal$283,526Performance Bond 1.00% $2,835Payment Bond 1.00% $2,835Subtotal$289,197Engineering Fee 10.00% $19,137Environmental Permitting (Lump Sum) - $17,000Total Estimate$325,33483 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 11/14/2005Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BQ - Located in Basin B84 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BQ02 - SITE CONSTRUCTION02210 - Clear and grubClear & grub, brush, including stumps 0.29Acre $1,759.00 $510.11 $0.00 $0.00 $3,686.00 $1,068.94 $5445 / Acre $0.00 $0.00 $1,579.0502310 - Fine gradeFine grade, grade subgrade for base course, roadways 1067 Sqyd $0.26 $277.42 $0.00 $0.00 $0.21 $224.07 $0.47 / Sqyd $0.00 $0.00 $501.4902330 - Backfill, structuralBackfill, from stockpile 140 Cuyd $0.60 $84.00 $0.00 $0.00 $0.40 $56.00 $1 / Cuyd $0.00 $0.00 $140.0002360 - CompactionCompaction, walk behind, vibrating pl 18'' wide, 12'' lifts, 4 passes 3465 Cuyd $1.90 $6,583.50 $0.00 $0.00 $0.51 $1,767.15 $2.41 / Cuyd $0.00 $0.00 $8,350.65Compaction, walk behind, vibrating pl 18'' w, 12'' lifts, 4 passes, 119 Cuyd $1.90 $226.10 $0.00 $0.00 $0.51 $60.69 $2.41 / Cuyd $0.00 $0.00 $286.7902420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 2 CY 550 Cuyd $5.28 $2,904.00 $0.00 $0.00 $6.70 $3,685.00 $11.98 / Cuyd $0.00 $0.00 $6,589.0002460 - HaulingDisposal fee 20 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $2,100.00 $2,100.00Hauling, LCY, no loading, 12 CY dump truck, stockpile on site 140 Cuyd $4.66 $652.40 $0.00 $0.00 $9.74 $1,363.60 $14.4 / Cuyd $0.00 $0.00 $2,016.00Hauling, LCY, no loading, 12 CY dump truck, clear & grub 237 Cuyd $4.66 $1,104.42 $0.00 $0.00 $9.74 $2,308.38 $14.4 / Cuyd $0.00 $0.00 $3,412.80Hauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 616 Cuyd $7.18 $4,422.88 $3.00 $1,848.00 $15.45 $9,515.00 $25.63 / Cuyd $0.00 $0.00 $15,785.88Loading Trucks, F.E. Loader, 3 C.Y.., stockpile 140 Cuyd $0.74 $103.60 $0.00 $0.00 $1.24 $173.60 $1.98 / Cuyd $0.00 $0.00 $277.20Loading Trucks, F.E. Loader, 3 C.Y.. 616 Cuyd $0.74 $455.84 $0.00 $0.00 $1.24 $763.84 $1.98 / Cuyd $0.00 $0.00 $1,219.68Loading Trucks, F.E. Loader, 3 C.Y.., clear & grub 237 Cuyd $0.74 $175.38 $0.00 $0.00 $1.24 $293.88 $1.98 / Cuyd $0.00 $0.00 $469.2602470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 290 Sqyd $0.32 $92.80 $1.85 $536.50 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $629.3002480 - Rip-rapRip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 100 Cuyd $49.95 $4,995.00 $60.56 $6,056.00 $16.44 $1,644.00 $126.95 / Cuyd $0.00 $0.00 $12,695.0002490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 12'' 667 Sqyd $0.87 $580.29 $10.76 $7,176.92 $1.11 $740.37 $12.74 / Sqyd $0.00 $0.00 $8,497.58SITE CONSTRUCTION Total $23,167.74 $15,617.42 $23,664.52 $0.00 $4,714.00 $67,163.68Project BQ Total $23,167.74 $15,617.42 $23,664.52 $0.00 $4,714.00 $67,163.68Grand Total$23,167.74 $15,617.42 $23,664.52 $0.00 $4,714.00 $67,163.6885 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 1.97% $23,168Material 1.33% $15,617Equipment 2.01% $23,665Subcontractor 0.00% $0Other 0.40% $4,714Net Costs$67,164Labor Mark-up 18.00% $4,170Material Mark-up 15.00% $2,343Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $3,550Sales tax (material) 7.75% $1,210Sales tax (equipment) 7.75% $1,834Material Shipping & Handling 2.50% $390Worker's Travel/Subsistence 0.10% $23Subtotal$80,684Contractor General Conditions 12.00% $9,682Subtotal$90,366Earthquake Insurance 0.10% $90Subtotal$90,457Construction Contingency 25.00% $22,614Subtotal$113,071Bldg Risk, Liability Auto Ins. 2.00% $2,261Subtotal$115,332Performance Bond 1.00% $1,153Payment Bond 1.00% $1,153Subtotal$117,639Engineering Fee 10.00% $6,716Environmental Permitting (Lump Sum) - $7,000Total Estimate$131,35586 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: DO / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 11/5/2007Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject BR - Located in Basin B87 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject BR02 - SITE CONSTRUCTION02320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 127 Cuyd $0.80 $101.60 $0.00 $0.00 $1.28 $162.56 $2.08 / Cuyd $0.00 $0.00 $264.1602340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 28 Cuyd $8.47 $237.16 $32.03 $896.84 $1.89 $52.92 $42.39 / Cuyd $0.00 $0.00 $1,186.92Backing Material, 200 Lb 21 Cuyd $17.00 $357.00 $60.00 $1,260.00 $20.00 $420.00 $97 / Cuyd $0.00 $0.00 $2,037.0002350 - Borrw,ldng and/or sprdngBorrow, bank measure, select granular fill, shovel, 1.5 CY bucket. 1/4 380 Cuyd $1.25 $475.00 $13.25 $5,035.00 $3.20 $1,216.00 $17.7 / Cuyd $0.00 $0.00 $6,726.0002360 - CompactionCompaction, vibratory plate, 8'' lifts, common fill 423 Cuyd $1.90 $803.70 $0.00 $0.00 $0.51 $215.73 $2.41 / Cuyd $0.00 $0.00 $1,019.43Compaction, vibratory plate, 8'' lifts, select fill, bedding32 Cuyd $1.90 $60.80 $0.00 $0.00 $0.51 $16.32 $2.41 / Cuyd $0.00 $0.00 $77.1202450 - Excavating, trenchExcavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 106 Cuyd $1.95 $206.70 $0.00 $0.00 $1.42 $150.52 $3.37 / Cuyd $0.00 $0.00 $357.2202470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 53 Sqyd $0.32 $16.96 $1.85 $98.05 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $115.0102480 - Rip-rapRip-rap, machine placed for slope prot, 3/8 to 1/4 CY pieces 52 Cuyd $37.46 $1,947.92 $49.55 $2,576.60 $12.33 $641.16 $99.34 / Cuyd $0.00 $0.00 $5,165.6802610 - Asphltc concrete pavementAsphaltic conc pavement, pavement replacement over trench, 6'' 267 Sqyd $44.54 $11,892.18 $27.00 $7,209.00 $3.79 $1,011.93 $75.33 / Sqyd $0.00 $0.00 $20,113.11SITE CONSTRUCTION Total $16,099.02 $17,075.49 $3,887.14 $0.00 $0.00 $37,061.6503 - CONCRETE03110 - Forms in place, wallsConcrete Structure (Conceptual) Headwall 18 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $18,000.00 $18,000.00Concrete Structure (Conceptual) Open Baffle Box 7 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $7,000.00 $7,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $25,000.00 $25,000.0015 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 66'' dia 150 Lnft $71.46 $10,719.00 $250.00 $37,500.00 $7.09 $1,063.50 $328.55 / Lnft $0.00 $0.00 $49,282.50MECHANICAL Total $10,719.00 $37,500.00 $1,063.50 $0.00 $0.00 $49,282.50Project BR Total $26,128.37 $39,217.18 $7,685.21 $0.00 $21,250.00 $94,280.76Grand Total$26,128.37 $39,217.18 $7,685.21 $0.00 $21,250.00 $94,280.7688 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 2.22% $26,128Material 3.33% $39,217Equipment 0.65% $7,685Subcontractor 0.00% $0Other 1.80% $21,250Net Costs$94,281Labor Mark-up 18.00% $4,703Material Mark-up 15.00% $5,883Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $1,153Sales tax (material) 7.75% $3,039Sales tax (equipment) 7.75% $596Material Shipping & Handling 2.50% $980Worker's Travel/Subsistence 0.10% $26Subtotal$110,661Contractor General Conditions 12.00% $13,279Subtotal$123,940Earthquake Insurance 0.10% $124Subtotal$124,064Construction Contingency 25.00% $31,016Subtotal$155,080Bldg Risk, Liability Auto Ins. 2.00% $3,102Subtotal$158,182Performance Bond 1.00% $1,582Payment Bond 1.00% $1,582Subtotal$161,345Engineering Fee 10.00% $9,428Environmental Permitting (Lump Sum) - $10,000Total Estimate$180,77389 of 122 Project Costs Basin C City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 5/15/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject C1 - Located in Basin C 90 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject C101 - GENERAL REQUIREMENTS01210 - Lifting and hoisting equiRent crane truck mounted, hydraulic, 55 ton 45 Day$0.00 $0.00 $0.00 $0.00 $990.00 $44,550.00 $41562 / Day$40,572.00 $0.00 $85,122.0002 - SITE CONSTRUCTION 02060 - Site demolition Site dml, conc7'' to 24'' thick, rod reinforced93 Cuyd $92.56 $8,608.08 $0.00 $0.00 $61.09 $5,681.37 $153.65 / Cuyd $0.00 $0.00 $14,289.45Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 309 Cuyd $5.95 $1,838.55 $0.00 $0.00 $10.40 $3,213.60 $16.35 / Cuyd $0.00 $0.00 $5,052.15Loading Trucks, F.E. Loader, 3 C.Y.. 309 Cuyd $0.74 $228.66 $0.00 $0.00 $1.24 $383.16 $1.98 / Cuyd $0.00 $0.00 $611.82Disposal fee20 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $2,100.00 $2,100.0002280 - Sheet pilingSheet piling, steel, no wales, 15' excav., drive, extract & salvage 2,700 Sqft $14.03 $37,881.00 $11.41 $30,807.00 $10.60 $28,620.00 $36.04 / Sqft $0.00 $0.00 $97,308.0002320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 186 Cuyd $0.80 $148.80 $0.00 $0.00 $1.28 $238.08 $2.08 / Cuyd $0.00 $0.00 $386.8802340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 63 Cuyd $8.47 $533.61 $32.03 $2,017.89 $1.89 $119.07 $42.39 / Cuyd $0.00 $0.00 $2,670.5702360 - CompactionCompaction, walk behind, vibrating plate 18'' wide, subgrade 63 Cuyd $1.90 $119.70 $0.00 $0.00 $0.51 $32.13 $2.41 / Cuyd $0.00 $0.00 $151.83Compaction, walk behind, vibrating plate 18'' wide, bedding63 Cuyd $1.90 $119.70 $0.00 $0.00 $0.51 $32.13 $2.41 / Cuyd $0.00 $0.00 $151.83Compaction, walk behind, vibrating plate 18'' wide, backfill186 Cuyd $1.90 $353.40 $0.00 $0.00 $0.51 $94.86 $2.41 / Cuyd $0.00 $0.00 $448.26Compaction, riding, vibrating roller, 6" lifts, fill 9,827 Cuyd $2.93 $28,793.11 $0.00 $0.00 $0.78 $7,665.06 $3.71 / Cuyd $0.00 $0.00 $36,458.1702420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 2 CY bkt 309 Cuyd $5.28 $1,631.52 $0.00 $0.00 $6.70 $2,070.30 $11.98 / Cuyd $0.00 $0.00 $3,701.8202430 - FillFill, spread dumped material, by dozer, no compaction 9,827 Cuyd $0.72 $7,075.44 $0.00 $0.00 $1.15 $11,301.05 $1.87 / Cuyd $0.00 $0.00 $18,376.49Fill, spread dumped material, by dozer, no compaction, berm 74 Cuyd $0.72 $53.28 $0.00 $0.00 $1.15 $85.10 $1.87 / Cuyd $0.00 $0.00 $138.38Granular fill9,827 Cuyd $0.00 $0.00 $10.06 $98,859.62 $0.00 $0.00 $10.06 / Cuyd $0.00 $0.00 $98,859.62Granular fill, berm 74 Cuyd $0.00 $0.00 $17.04 $1,260.96 $0.00 $0.00 $17.04 / Cuyd $0.00 $0.00 $1,260.9602460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 309 Cuyd $5.95 $1,838.55 $0.00 $0.00 $10.40 $3,213.60 $16.35 / Cuyd $0.00 $0.00 $5,052.15Loading Trucks, F.E. Loader, 3 C.Y.. 309 Cuyd $0.74 $228.66 $0.00 $0.00 $1.24 $383.16 $1.98 / Cuyd $0.00 $0.00 $611.82Disposal fee20 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $2,100.00 $2,100.00Hauling, LCY, no loading, 20 c.y dump truck, 30 MI RT, 0.33 lds/hr, concrete 93 Cuyd $5.68 $528.24 $0.00 $0.00 $9.92 $923.00 $15.6 / Cuyd $0.00 $0.00 $1,451.24Loading Trucks, F.E. Loader, 3 C.Y., concrete 93 Cuyd $0.74 $68.82 $0.00 $0.00 $1.24 $115.32 $1.98 / Cuyd $0.00 $0.00 $184.1402480 - Rip-rapRip-rap, mach placed for slp protec, 18" min thick. not grouted 1,334 Sqyd $56.55 $75,437.70 $49.55 $66,099.70 $12.33 $16,448.22 $118.43 / Sqyd $0.00 $0.00 $157,985.6202600 - Base courseBase course, large areas, crushed 3/4" stone, compacted to 6" deep 378 Sqyd $0.73 $275.94 $5.41 $2,044.98 $0.94 $355.32 $7.08 / Sqyd $0.00 $0.00 $2,676.2402640 - Lines on pav'tPainting lines, thermoplastic, white or yellow, 6" wide 204 Lnft $0.14 $28.56 $0.00 $0.00 $0.00 $0.00 $0.14 / Lnft $0.00 $0.00 $28.5691 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02660 - Sidewlks, drivwys, & patiosSidewalks, conc, 3000 PSI, CIP w/ 6x6 mesh, broom fin, no basem 4" T 544 Sqft $2.01 $1,093.44 $1.45 $788.80 $0.00 $0.00 $3.46 / Sqft $0.00 $0.00 $1,882.24Sidewalks, conc, 3000 PSI, for bank run gravel base, 4" thick, add 544 Sqft $0.47 $255.68 $0.42 $228.48 $0.04 $21.76 $0.93 / Sqft $0.00 $0.00 $505.9202840 - LandscapingErosion Control Allowance::: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $30000 / Lsum $0.00 $30,000.00 $30,000.00Landscaping Allowance:: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $30000 / Lsum $0.00 $30,000.00 $30,000.00Traffic Control Allowance 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $30000 / Lsum $0.00 $30,000.00 $30,000.00SITE CONSTRUCTION Total$167,140.44 $202,107.43 $125,546.29 $40,572.00 $94,200.00 $629,566.1603 - CONCRETE03150 - Concrete, ready mix5-12'x12' RCB Culverts403 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $403,000.00 $403,000.00Headwall, inlet21 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $21,000.00 $21,000.00Headwall, outlet28 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $28,000.00 $28,000.00Wall, bridge163 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $163,000.00 $163,000.00Footing10 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $10,000.00 $10,000.00Elevated slab28 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $28,000.00 $28,000.00Wingwall1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $154850 / Lsum $0.00 $154,850.00 $154,850.00Slab on Grade28 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $28,000.00 $28,000.00Slab on Grade for roadway202 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $202,000.00 $202,000.00CONCRETE Total$0.00 $0.00 $0.00 $0.00 $1,037,850.00 $1,037,850.0005 - METALS05080 - Railings, industrialRailing, pipe, aluminum, 3 rail, clear anodized272 Lnft $15.67 $4,262.24 $45.95 $12,498.40 $0.96 $261.12 $81.58 / Lnft $0.00 $5,168.00 $22,189.76METALS Total$4,262.24 $12,498.40 $261.12 $0.00 $5,168.00 $22,189.7607 - THERMAL/MOIST PROTECTION07100 - Building paper0020 Building paper, polyethylene vapor barrier, std, .010" thick, berm28 Cuyd $10.95 $306.60 $5.35 $149.80 $0.00 $0.00 $16.3 / Cuyd $0.00 $0.00 $456.40THERMAL/MOIST PROTECTION Total$306.60 $149.80 $0.00 $0.00 $0.00 $456.40Project C1 Total $167,140.44 $202,107.43 $125,546.29 $40,572.00 $1,132,050.00 $1,690,062.32Grand Total$167,140.44 $202,107.43 $125,546.29 $40,572.00 $1,132,050.00 $1,667,416.1692 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 10.02% $167,140Material 12.12% $202,107Equipment 7.53% $125,546Subcontractor 2.43% $40,572Other 67.89% $1,132,050Net Costs$1,667,416Labor Mark-up 18.00% $30,085Material Mark-up 15.00% $30,316Subcontractor Mark-up 5.00% $2,029Equipment Mark-up 15.00% $18,832Sales tax (material) 7.75% $15,663Sales tax (equipment) 7.75% $9,730Material Shipping & Handling 2.50% $5,053Worker's Travel/Subsistence 0.10% $167Subtotal$1,779,291Contractor General Conditions 12.00% $213,515Subtotal$1,992,806Earthquake Insurance 0.10% $1,993Subtotal$1,994,799Construction Contingency 35.00% $698,180Subtotal$2,692,978Bldg Risk, Liability Auto Ins. 2.00% $53,860Subtotal$2,746,838Performance Bond 1.00% $27,468Payment Bond 1.00% $27,468Subtotal$2,801,775Engineering Fee 10.00% $166,742Environ Permitting/Monitoring (L.S.) - $550,000Total Estimate$3,518,51693 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject C2 - Located in Basin C 94 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject C202 - SITE CONSTRUCTION 02060 - Site demolition Site dml, conc7'' to 24'' thick, rod reinforced10 Cuyd $92.56 $925.60 $0.00 $0.00 $61.09 $610.90 $153.65 / Cuyd $0.00 $0.00 $1,536.50Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 10 Cuyd $5.95 $59.50 $0.00 $0.00 $10.40 $104.00 $16.35 / Cuyd $0.00 $0.00 $163.50Loading Trucks, F.E. Loader, 3 C.Y.. 10 Cuyd $0.74 $7.40 $0.00 $0.00 $1.24 $12.40 $1.98 / Cuyd $0.00 $0.00 $19.80Disposal fee1 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $105.00 $105.0002280 - Sheet pilingSheet piling, steel, no wales, 15' excav., drive, extract & salvage 1,500 Sqft $14.03 $21,045.00 $11.41 $17,115.00 $10.60 $15,900.00 $36.04 / Sqft $0.00 $0.00 $54,060.0002320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 347 Cuyd $0.80 $277.60 $0.00 $0.00 $1.28 $444.16 $2.08 / Cuyd $0.00 $0.00 $721.7602340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 52 Cuyd $8.47 $440.44 $32.03 $1,665.56 $1.89 $98.28 $42.39 / Cuyd $0.00 $0.00 $2,204.2802360 - CompactionCompaction, walk behind, vibrating plate 18'' wide, subgrade 33 Cuyd $1.90 $62.70 $0.00 $0.00 $0.51 $16.83 $2.41 / Cuyd $0.00 $0.00 $79.53Compaction, walk behind, vibrating plate 18'' wide, bedding65 Cuyd $1.90 $123.50 $0.00 $0.00 $0.51 $33.15 $2.41 / Cuyd $0.00 $0.00 $156.65Compaction, walk behind, vibrating plate 18'' wide, backfill 347 Cuyd $1.90 $659.30 $0.00 $0.00 $0.51 $176.97 $2.41 / Cuyd $0.00 $0.00 $836.2702420 - Excavating, structuralExcavating, structural, mach excav, com earth, hyd backhoe, 1-1/2 CY b 640 Cuyd $7.33 $4,691.20 $0.00 $0.00 $5.34 $3,417.60 $12.67 / Cuyd $0.00 $0.00 $8,108.8002460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 293 Cuyd $5.95 $1,743.35 $0.00 $0.00 $10.40 $3,047.20 $16.35 / Cuyd $0.00 $0.00 $4,790.55Loading Trucks, F.E. Loader, 3 C.Y.. 293 Cuyd $0.74 $216.82 $0.00 $0.00 $1.24 $363.32 $1.98 / Cuyd $0.00 $0.00 $580.14Disposal fee15 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $1,575.00 $1,575.0002840 - LandscapingTraffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.00SITE CONSTRUCTION Total$30,252.41 $18,780.56 $24,224.81 $0.00 $6,558.00 $79,815.7803 - CONCRETE03150 - Concrete, ready mix4'x10' RCB Culvert170 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $170,000.00 $170,000.00Headwall, inlet5Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $5,000.00 $5,000.00Headwall, outlet5Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $5,000.00 $5,000.00CONCRETE Total$0.00 $0.00 $0.00 $0.00 $180,000.00 $180,000.00Project C2 Total $30,252.41 $18,780.56 $24,224.81 $0.00 $186,558.00 $259,815.78Grand Total$30,252.41 $18,780.56 $24,224.81 $0.00 $186,558.00 $259,815.7895 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 11.64% $30,252Material 7.23% $18,781Equipment 9.32% $24,225Subcontractor 0.00% $0Other 71.80% $186,558Net Costs$259,816Labor Mark-up 18.00% $5,445Material Mark-up 15.00% $2,817Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $3,634Sales tax (material) 7.75% $1,455Sales tax (equipment) 7.75% $1,877Material Shipping & Handling 2.50% $470Worker's Travel/Subsistence 0.10% $30Subtotal$275,545Contractor General Conditions 12.00% $33,065Subtotal$308,610Earthquake Insurance 0.10% $309Subtotal$308,919Construction Contingency 25.00% $77,230Subtotal$386,148Bldg Risk, Liability Auto Ins. 2.00% $7,723Subtotal$393,871Performance Bond 1.00% $3,939Payment Bond 1.00% $3,939Subtotal$401,749Engineering Fee 10.00% $25,982Environ Permitting/Monitoring (L.S.) - $300,000Total Estimate$727,73096 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Drainage Master PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: SB / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 11/14/2005Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject CA - Located in Basin C97 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject CA02 - SITE CONSTRUCTION 02320 - Backfill Backfill, dozer backfilling, trench, up to 300' haul, no compaction 100 Cuyd $0.80 $80.00 $0.00 $0.00 $1.28 $128.00 $2.08 / Cuyd $0.00 $0.00 $208.00 02360 - Compaction Compaction, walk behind, vibrating plate 18'' wide, subgrade 50 Cuyd $1.90 $95.00 $0.00 $0.00 $0.51 $25.50 $2.41 / Cuyd $0.00 $0.00 $120.50Compaction, walk behind, vibrating plate 18'' wide, bedding377 Cuyd $1.90 $716.30 $0.00 $0.00 $0.51 $192.27 $2.41 / Cuyd $0.00 $0.00 $908.57 02420 - Excavating, structural Excavating, structural, mach excav, com earth, hyd backhoe, 1-1/2 CY b 377 Cuyd $7.33 $2,763.41 $0.00 $0.00 $5.34 $2,013.18 $12.67 / Cuyd $0.00 $0.00 $4,776.59 02460 - Hauling Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 600 Cuyd $5.95 $3,570.00 $0.00 $0.00 $10.40 $6,240.00 $16.35 / Cuyd $0.00 $0.00 $9,810.00Loading Trucks, F.E. Loader, 3 C.Y.. 600 Cuyd $0.74 $444.00 $0.00 $0.00 $1.24 $744.00 $1.98 / Cuyd $0.00 $0.00 $1,188.00SITE CONSTRUCTION Total$7,668.71 $0.00 $9,342.95 $0.00 $0.00 $17,011.6603 - CONCRETE 03090 - Forms place, slab grade Forms in place, SOG, edge forms, over 12'', wood 1,800 Sfca $3.99 $7,182.00 $0.80 $1,440.00 $0.00 $0.00 $4.79 / Sfca $0.00 $0.00 $8,622.00 03110 - Forms in place, walls Forms in place, walls, job built plyform, to 8' high, below gr 8,400 Sfca $7.35 $61,740.00 $2.59 $21,756.00 $0.00 $0.00 $9.94 / Sfca $0.00 $0.00 $83,496.00 03140 - Welded wire fabric Welded wire fabric, 10/10 gage, SOG 18 Csf$36.61 $658.98 $29.41 $529.38 $0.00 $0.00 $66.02 / Csf $0.00 $0.00 $1,188.36Welded wire fabric, 10/10 gage, Walls 84 Csf$36.61 $3,075.24 $29.41 $2,470.44 $0.00 $0.00 $66.02 / Csf $0.00 $0.00 $5,545.68 03150 - Concrete, ready mix Concrete, ready mix, regular weight, 4000 psi 300 Cuyd $0.00 $0.00 $120.00 $36,000.00 $0.00 $0.00 $120 / Cuyd $0.00 $0.00 $36,000.00 03170 - Placing concrete Placing conc, incl vib, slab on grade, 6'' thick, pumped 34 Cuyd $17.45 $593.30 $0.00 $0.00 $5.56 $189.04 $23.01 / Cuyd $0.00 $0.00 $782.34Placing conc, incl vib, walls, 8'' thick, pumped 160 Cuyd $32.28 $5,164.80 $0.00 $0.00 $10.28 $1,644.80 $42.56 / Cuyd $0.00 $0.00 $6,809.60 03180 - Finishing floors Finishing slabs, break ties, forms & patch voids 1,800 Sqft $1.17 $2,106.00 $0.03 $54.00 $0.00 $0.00 $1.2 / Sqft $0.00 $0.00 $2,160.00Finishing floors, monolithic, machine trowel, for finish floor 1,800 Sqft $0.68 $1,224.00 $0.00 $0.00 $0.00 $0.00 $0.68 / Sqft $0.00 $0.00 $1,224.00 03190 - Finishing walls Finishing slabs, break ties, forms & patch voids 8,400 Sqft $1.17 $9,828.00 $0.03 $252.00 $0.00 $0.00 $1.2 / Sqft $0.00 $0.00 $10,080.00Finishing walls, carborundum rub, wet rub 8,400 Sqft $2.13 $17,892.00 $0.03 $252.00 $0.00 $0.00 $2.16 / Sqft $0.00 $0.00 $18,144.00MECHANICAL Total$109,464.32 $62,753.82 $1,833.84 $0.00 $0.00 $174,051.98Project CA Total $117,133.03 $62,753.82 $11,176.79 $0.00 $0.00 $191,063.64Grand Total$117,133.03 $62,753.82 $11,176.79 $0.00 $0.00 $191,063.6498 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 61.31% $117,133Material 32.84% $62,754Equipment 5.85% $11,177Subcontractor 0.00% $0Other 0.00% $0Net Costs$191,064Labor Mark-up 18.00% $21,084Material Mark-up 15.00% $9,413Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $1,677Sales tax (material) 7.75% $4,863Sales tax (equipment) 7.75% $866Material Shipping & Handling 2.50% $1,569Worker's Travel/Subsistence 0.10% $117Subtotal$230,653Contractor General Conditions 12.00% $27,678Subtotal$258,331Earthquake Insurance 0.10% $258Subtotal$258,589Construction Contingency 25.00% $64,647Subtotal$323,237Bldg Risk, Liability Auto Ins. 2.00% $6,465Subtotal$329,702Performance Bond 1.00% $3,297Payment Bond 1.00% $3,297Subtotal$336,296Engineering Fee 10.00% $19,106Environ Permitting/Monitoring (L.S.) - $174,000Total Estimate$529,40299 of 122 Project Costs Basin D City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject DBA 100 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject DBA01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 1 Day$0.00 $0.00 $0.00 $0.00 $240.00 $240.00 $240 / Day$0.00 $0.00 $240.00GENERAL REQUIREMENTS Total$0.00 $0.00 $240.00 $0.00 $0.00 $240.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 4 Clf $2.34 $8.42 $3.06 $11.02 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $19.4402060 - Site demolition$0.00Site dml, no hauling, pavement removal, bit, 4'' thk 130 Sqyd $5.29 $687.70 $0.00 $0.00 $3.49 $453.70 $8.78 / Sqyd $0.00 $0.00 $1,141.40Asphalt disposal - hauling and disposal fee, 4" thick 130 Sqyd $1.00 $130.00 $4.70 $611.00 $1.32 $171.60 $7.02 / Sqyd $0.00 $0.00 $912.6002170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 720 Lnft $0.48 $345.60 $0.07 $50.40 $0.26 $187.20 $0.81 / Lnft $0.00 $0.00 $583.20Saw cutting, asphalt, after 3'' deep; each addl inch of depth 720 Lnft $0.82 $590.40 $0.30 $216.00 $0.44 $316.80 $1.56 / Lnft $0.00 $0.00 $1,123.2002320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 444 Cuyd $0.80 $355.52 $0.00 $0.00 $1.28 $568.83 $2.08 / Cuyd $0.00 $0.00 $924.3502340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 265 Cuyd $8.47 $2,244.55 $32.03 $8,487.95 $1.89 $500.85 $42.39 / Cuyd $0.00 $0.00 $11,233.3502360 - CompactionCompaction, trench, walk behind, vib. plate, bedding228 Cuyd $1.90 $433.01 $0.00 $0.00 $0.51 $116.23 $2.41 / Cuyd $0.00 $0.00 $549.24Compaction, trench, walk behind, vib. plate, subgrade 37 Cuyd $1.90 $69.73 $0.00 $0.00 $0.51 $18.72 $2.41 / Cuyd $0.00 $0.00 $88.45Compaction, trench, walk behind, vib. plate, backfill 400 Cuyd $1.90 $760.00 $0.00 $0.00 $0.51 $204.00 $2.41 / Cuyd $0.00 $0.00 $964.0002450 - Excavating, trenchExcavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 693 Cuyd $1.95 $1,351.94 $0.00 $0.00 $1.42 $984.49 $3.37 / Cuyd $0.00 $0.00 $2,336.4202460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 422 Cuyd $5.95 $2,512.09 $0.00 $0.00 $10.40 $4,390.88 $16.35 / Cuyd $0.00 $0.00 $6,902.97Loading Trucks, F.E. Loader, 3 C.Y.. 422 Cuyd $0.74 $312.43 $0.00 $0.00 $1.24 $523.53 $1.98 / Cuyd $0.00 $0.00 $835.9602570 - Catch basins or manholesJunction structure 2 Each $680.00 $1,360.00 $6,000.00 $12,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $13,360.0002600 - Base courseBase course, large areas, crushed 3/4'' stone, compacted to 9'' deep 130 Sqyd $0.80 $104.00 $8.06 $1,047.80 $1.02 $132.60 $9.88 / Sqyd $0.00 $0.00 $1,284.4002610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 130 Sqyd $35.00 $4,550.00 $18.00 $2,340.00 $2.98 $387.40 $55.98 / Sqyd $0.00 $0.00 $7,277.4002900 - Pot HolingPot Holing - pipe lines 4 Each $250.00 $1,000.00 $0.00 $0.00 $35.00 $140.00 $285 / Each $0.00 $0.00 $1,140.00SITE CONSTRUCTION Total $16,815.39 $24,764.17 $9,096.82 $0.00 $0.00 $50,676.38101 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total15 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 30'' dia 360 Lnft $32.48 $11,692.80 $43.00 $15,480.00 $3.22 $1,159.20 $78.7 / Lnft $0.00 $0.00 $28,332.0015395 - CleanoutsCleanouts, flr type, rnd top, xtra hvy dty, 30'' pipe size 2 Each $791.91 $1,583.82 $1,308.00 $2,616.00 $0.00 $0.00 $2099.91 / Each $0.00 $0.00 $4,199.82MECHANICAL Total $13,276.62 $18,096.00 $1,159.20 $0.00 $0.00 $32,531.82Project DBA Total $30,092.01 $42,860.17 $10,496.02 $0.00 $0.00 $83,448.20Grand Total$30,092.01 $42,860.17 $10,496.02 $0.00 $0.00 $83,448.20102 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 36.06% $30,092Material 51.36% $42,860Equipment 12.58% $10,496Subcontractor 0.00% $0Other 0.00% $0Net Costs$83,448Labor Mark-up 18.00% $5,417Material Mark-up 15.00% $6,429Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $1,574Sales tax (material) 7.75% $3,322Sales tax (equipment) 7.75% $813Material Shipping & Handling 2.50% $1,072Worker's Travel/Subsistence 0.10% $30Subtotal$102,105Contractor General Conditions 12.00% $12,253Subtotal$114,357Earthquake Insurance 0.10% $114Subtotal$114,472Construction Contingency 25.00% $28,618Subtotal$143,090Bldg Risk, Liability Auto Ins. 2.00% $2,862Subtotal$145,952Performance Bond 1.00% $1,460Payment Bond 1.00% $1,460Subtotal$148,871Engineering Fee 10.00% $8,345Environmental Permitting (Lump Sum) - $10,000Total Estimate$167,215103 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Bob FergusonEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject DBB 104 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject DBB01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 7200 lbs, 6'x 20' 10 Day$0.00 $0.00 $0.00 $0.00 $141.60 $1,416.00 $141.6 / Day$0.00 $0.00 $1,416.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.00GENERAL REQUIREMENTS Total$0.00 $0.00 $2,316.00 $0.00 $0.00 $2,316.0002 - SITE CONSTRUCTION02020 - Underground marking tapeUnderground tape, detectable aluminum, 2'' 7 Clf $2.34 $16.85 $3.06 $22.03 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $38.8802060 - Site demolitionSite dml, no hauling, pavement removal, bit, 4'' to 6'' thick 482 Sqyd $5.29 $2,549.78 $0.00 $0.00 $3.49 $1,682.18 $8.78 / Sqyd $0.00 $0.00 $4,231.96Asphalt disposal - hauling and disposal fee, 4" thick 482 Sqyd $1.00 $482.00 $4.70 $2,265.40 $1.32 $636.24 $7.02 / Sqyd $0.00 $0.00 $3,383.6402170 - Saw cuttingSaw cutting, asphalt, up to 3'' deep 1450 Lnft $0.48 $696.00 $0.07 $101.50 $0.26 $377.00 $0.81 / Lnft $0.00 $0.00 $1,174.50Saw cutting, asphalt, after 3'' deep; each addl inch of depth 1450 Lnft $0.82 $1,189.00 $0.30 $435.00 $0.44 $638.00 $1.56 / Lnft $0.00 $0.00 $2,262.0002310 - Fine gradeFine grade, fine grade granular base for sidewalks and bikeways 482 Sqyd $1.06 $510.92 $0.00 $0.00 $0.15 $72.30 $1.21 / Sqyd $0.00 $0.00 $583.2202340 - BeddingBedding, crushed stone 3/4'' to 1/2'' 530 Cuyd $8.47 $4,489.10 $32.03 $16,975.90 $1.89 $1,001.70 $42.39 / Cuyd $0.00 $0.00 $22,466.70Bedding, crushed stone 3/4'' to 1/2'' 577 Cuyd $8.47 $4,887.19 $32.03 $18,481.31 $1.89 $1,090.53 $42.39 / Cuyd $0.00 $0.00 $24,459.0302360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 440 Cuyd $1.90 $836.00 $0.00 $0.00 $0.51 $224.40 $2.41 / Cuyd $0.00 $0.00 $1,060.40Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 73 Cuyd $2.93 $214.77 $0.00 $0.00 $0.78 $57.17 $3.71 / Cuyd $0.00 $0.00 $271.94Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 456 Cuyd $2.93 $1,335.49 $0.00 $0.00 $0.78 $355.52 $3.71 / Cuyd $0.00 $0.00 $1,691.0202450 - Excavating, trenchExcavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 1027 Cuyd $1.95 $2,002.65 $0.00 $0.00 $1.42 $1,458.34 $3.37 / Cuyd $0.00 $0.00 $3,460.9902460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 1181 Cuyd $5.95 $7,026.95 $0.00 $0.00 $10.40 $12,282.40 $16.35 / Cuyd $0.00 $0.00 $19,309.35Loading Trucks, F.E. Loader, 3 C.Y.. 1181 Cuyd $0.74 $873.94 $0.00 $0.00 $1.24 $1,464.44 $1.98 / Cuyd $0.00 $0.00 $2,338.38Disposal fee 59 Trk $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $105 / Trk $0.00 $6,200.25 $6,200.2502490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesCatch basins or manholes, concrete, precast, 8' I.D., 8' deep 3 Each $1,587.50 $4,762.50 $3,133.31 $9,399.93 $354.40 $1,063.20 $5075.21 / Each $0.00 $0.00 $15,225.63CB or manholes, conc, slab tops, precast, 8'' thick, 4' dia 3 Each $158.75 $476.25 $201.00 $603.00 $35.44 $106.32 $395.19 / Each $0.00 $0.00 $1,185.57Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb.3 Each $162.82 $488.46 $260.00 $780.00 $36.35 $109.05 $459.17 / Each $0.00 $0.00 $1,377.51CB or manholes, inverts, single channel brick, concrete 3 Each $144.00 $432.00 $100.00 $300.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $732.00Catch basins or manholes, steps, standard sizes, aluminum 10 Each $9.66 $96.60 $26.50 $265.00 $0.00 $0.00 $36.16 / Each $0.00 $0.00 $361.60Junction structure1 Each $680.00 $680.00 $6,000.00 $6,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $6,680.0002610 - Asphalt concrete pavementAsphaltic conc pavement, pavement replacement over trench, 4'' 482 Sqyd $35.00 $16,870.00 $18.00 $8,676.00 $2.98 $1,436.36 $55.98 / Sqyd $0.00 $0.00 $26,982.36105 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total02640 - Lines on pav'tLines on pvmt, acrylic waterborne, white or yellow, 4'' wide 720 Lnft $0.12 $86.40 $0.17 $122.40 $0.08 $57.60 $0.37 / Lnft $0.00 $0.00 $266.4002840 - LandscapingLandscaping Allowance 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $5000 / Lsum $5,000.00 $0.00 $5,000.00Traffic Control Allowance: 2 flaggers, 15' pipe/hr 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4878 / Lsum $0.00 $4,878.00 $4,878.0002900 - Pot HolingPot Holing - pipe lines 28 Each $250.00 $7,000.00 $0.00 $0.00 $35.00 $980.00 $285 / Each $0.00 $0.00 $7,980.00SITE CONSTRUCTION Total$58,002.85 $64,427.47 $25,092.76 $5,000.00 $13,692.25 $166,215.3303 - CONCRETE03330 - Patching concrete80 Patching conc, wall, wall penetration, non-shrink grout, 24'' hole 2 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $2,000.00 $2,000.00CONCRETE Total$0.00 $0.00 $0.00 $0.00 $2,000.00 $2,000.0015 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 30'' dia 720 Lnft $32.48 $23,385.60 $43.00 $30,960.00 $3.22 $2,318.40 $78.7 / Lnft $0.00 $0.00 $56,664.00Piping, water dist, conc pipe, gasket, 36'' dia 72 Each $3.14 $226.08 $6.50 $468.00 $0.00 $0.00 $9.64 / Each $0.00 $0.00 $694.08MECHANICAL Total$23,611.68 $31,428.00 $2,318.40 $0.00 $0.00 $57,358.08Project DBB Total $81,614.53 $95,855.47 $29,727.16 $5,000.00 $15,692.25 $227,889.41Grand Total$81,614.53 $95,855.47 $29,727.16 $5,000.00 $15,692.25 $227,889.41106 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 35.81% $81,615Material 42.06% $95,855Equipment 13.04% $29,727Subcontractor 2.19% $5,000Other 6.89% $15,692Net Costs$227,889Labor Mark-up 18.00% $14,691Material Mark-up 15.00% $14,378Subcontractor Mark-up 5.00% $250Equipment Mark-up 15.00% $4,459Sales tax (material) 7.75% $7,429Sales tax (equipment) 7.75% $2,304Material Shipping & Handling 2.50% $2,396Worker's Travel/Subsistence 0.10% $82Subtotal$273,878Contractor General Conditions 12.00% $32,865Subtotal$306,743Earthquake Insurance 0.10% $307Subtotal$307,050Construction Contingency 25.00% $76,763Subtotal$383,813Bldg Risk, Liability Auto Ins. 2.00% $7,676Subtotal$391,489Performance Bond 1.00% $3,915Payment Bond 1.00% $3,915Subtotal$399,319Engineering Fee 10.00% $22,789Environmental Permitting (Lump Sum) - $7,000Total Estimate$429,108107 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject DFA108 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject DFA01 - GENERAL REQUIREMENTS01200 - General equipment rentalTrench box, 9500 lbs, 8'x 20' 10 Day$0.00 $0.00 $0.00 $0.00 $240.00 $2,400.00 $240 / Day$0.00 $0.00 $2,400.00Trench Plates allowance 1 Mo $0.00 $0.00 $0.00 $0.00 $900.00 $900.00 $900 / Mo $0.00 $0.00 $900.0001210 - Lifting and hoisting equipmentRent crane truck mounted, hydraulic, 55 ton capacity - Type B 10 Day$0.00 $0.00 $0.00 $0.00 $990.00 $9,900.00 $1891.6 / Day$901.60 $0.00 $10,801.60GENERAL REQUIREMENTS Total$0.00 $0.00 $13,200.00 $901.60 $0.00 $14,101.6002 - SITE CONSTRUCTION02320 - BackfillBackfill, dozer backfilling, trench, up to 300' haul, no compaction 175 Cuyd $0.80 $140.00 $0.00 $0.00 $1.28 $224.00 $2.08 / Cuyd $0.00 $0.00 $364.0002340 - BeddingBase course, large areas, crushed 3/4'' stone, compacted to 9'' deep 355 Sqyd $0.80 $284.00 $8.06 $2,861.30 $1.02 $362.10 $9.88 / Sqyd $0.00 $0.00 $3,507.4002360 - CompactionCompaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 175 Cuyd $1.90 $332.50 $0.00 $0.00 $0.51 $89.25 $2.41 / Cuyd $0.00 $0.00 $421.75Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding175 Cuyd $2.93 $512.75 $0.00 $0.00 $0.78 $136.50 $3.71 / Cuyd $0.00 $0.00 $649.25Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 175 Cuyd $2.93 $512.75 $0.00 $0.00 $0.78 $136.50 $3.71 / Cuyd $0.00 $0.00 $649.2502450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 400 Cuyd $1.76 $704.00 $0.00 $0.00 $1.28 $512.00 $3.04 / Cuyd $0.00 $0.00 $1,216.0002460 - HaulingHauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 175 Cuyd $5.95 $1,041.25 $0.00 $0.00 $10.40 $1,820.00 $16.35 / Cuyd $0.00 $0.00 $2,861.25Loading Trucks, F.E. Loader, 3 C.Y.. 175 Cuyd $0.74 $129.50 $0.00 $0.00 $1.24 $217.00 $1.98 / Cuyd $0.00 $0.00 $346.5002470 - Soil stabilizationSoil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 50 Sqyd $0.32 $16.00 $1.85 $92.50 $0.00 $0.00 $2.17 / Sqyd $0.00 $0.00 $108.5002480 - Rip-rapBacking Material class #1 5 Cuyd $17.00 $85.00 $60.00 $300.00 $20.00 $100.00 $97 / Cuyd $0.00 $0.00 $485.00Rip-rap, mach placed for slp protec, 18'' min thick. not grouted 25 Sqyd $56.55 $1,413.75 $49.55 $1,238.75 $12.33 $308.25 $118.43 / Sqyd $0.00 $0.00 $2,960.7502490 - Erosion controlErosion control allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2614 / Lsum $0.00 $2,614.00 $2,614.0002570 - Catch basins or manholesJunction structure 2 Each $680.00 $1,360.00 $6,000.00 $12,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $13,360.00CB or manholes, conc, precast, 4' ID, 6' deep 2 Each $549.75 $1,099.50 $1,050.00 $2,100.00 $148.32 $296.64 $1748.07 / Each $0.00 $0.00 $3,496.14CB or manholes, conc, slab tops, precast, 8'' thick, 4' dia 2 Each $158.75 $317.50 $201.00 $402.00 $35.44 $70.88 $395.19 / Each $0.00 $0.00 $790.38Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 2 Each $162.82 $325.64 $260.00 $520.00 $36.35 $72.70 $459.17 / Each $0.00 $0.00 $918.34CB or manholes, inverts, single channel brick, concrete 2 Each $144.00 $288.00 $100.00 $200.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $488.00Catch basins or manholes, steps, standard sizes, aluminum 6 Each $9.66 $57.96 $26.50 $159.00 $0.00 $0.00 $36.16 / Each $0.00 $0.00 $216.96SITE CONSTRUCTION Total$8,620.10 $19,873.55 $4,345.82 $0.00 $2,614.00 $35,453.47109 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand Total15 - MECHANICAL15090 - Pipe,drng&sewage,concretPiping, drainage & sewage, RCP, class 3, no gaskets, 72'' dia8 Lnft $71.46 $571.68 $275.00 $2,200.00 $7.09 $56.72 $353.55 / Lnft $0.00 $0.00 $2,828.40Piping, water dist, conc pipe, gasket, 72'' dia1 Each $3.14 $3.14 $36.00 $36.00 $0.00 $0.00 $39.14 / Each $0.00 $0.00 $39.14Piping, drainage & sewage, RCP, class 3, no gaskets, 48'' dia16 Lnft $44.66 $714.56 $120.00 $1,920.00 $4.43 $70.88 $169.09 / Lnft $0.00 $0.00 $2,705.44Piping, water dist, conc pipe, gasket, 48'' dia2 Each $3.14 $6.28 $10.00 $20.00 $0.00 $0.00 $13.14 / Each $0.00 $0.00 $26.2815095 - Process Equipment Process Equipment - Vortech Precast1 Each $3,850.00 $3,850.00 $50,400.00 $50,400.00 $0.00 $0.00 $54250 / Each $0.00 $0.00 $54,250.00MECHANICAL Total$5,145.66 $54,576.00 $127.60 $0.00 $0.00 $59,849.26Project BLU Total$13,765.76 $74,449.55 $17,673.42 $901.60 $2,614.00 $109,404.33Grand Total$13,765.76 $74,449.55 $17,673.42 $901.60 $2,614.00 $109,404.33110 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 12.58% $13,766Material 68.05% $74,450Equipment 16.15% $17,673Subcontractor 0.82% $902Other 2.39% $2,614Net Costs$109,404Labor Mark-up 18.00% $2,478Material Mark-up 15.00% $11,167Subcontractor Mark-up 5.00% $45Equipment Mark-up 15.00% $2,651Sales tax (material) 7.75% $5,770Sales tax (equipment) 7.75% $1,370Material Shipping & Handling 2.50% $1,861Worker's Travel/Subsistence 0.10% $14Subtotal$134,760Contractor General Conditions 12.00% $16,171Subtotal$150,931Earthquake Insurance 0.10% $151Subtotal$151,082Construction Contingency 25.00% $37,771Subtotal$188,853Bldg Risk, Liability Auto Ins. 2.00% $3,777Subtotal$192,630Performance Bond 1.00% $1,926Payment Bond 1.00% $1,926Subtotal$196,483Engineering Fee 10.00% $10,940Environmental Permitting (Lump Sum) - $49,000Total Estimate$256,423111 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject DQB112 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject DQB 01 - GENERAL REQUIREMENTS 01200 - General equipment rental Trench box, 9500 lbs, 8'x 20' 20 Day$0.00 $0.00 $0.00 $0.00 $240.00 $4,800.00 $240 / Day$0.00 $0.00 $4,800.00 GENERAL REQUIREMENTS Total $0.00 $0.00 $4,800.00 $0.00 $0.00 $4,800.00 02 - SITE CONSTRUCTION 02020 - Underground marking tape Underground tape, detectable aluminum, 2'' 25 Clf $2.34 $58.50 $3.06 $76.50 $0.00 $0.00 $5.4 / Clf $0.00 $0.00 $135.00 02320 - Backfill Backfill, dozer backfilling, trench, up to 300' haul, no compaction 3241 Cuyd $0.80 $2,592.56 $0.00 $0.00 $1.28 $4,148.10 $2.08 / Cuyd $0.00 $0.00 $6,740.66 02340 - Bedding Bedding, crushed stone 3/4'' to 1/2'' 1000 Cuyd $8.47 $8,470.00 $32.03 $32,030.00 $1.89 $1,890.00 $42.39 / Cuyd $0.00 $0.00 $42,390.00 02360 - Compaction Compaction, trench, walk behind, vib. plate, bedding1846 Cuyd $1.90 $3,506.45 $0.00 $0.00 $0.51 $941.21 $2.41 / Cuyd $0.00 $0.00 $4,447.66Compaction, trench, walk behind, vib. plate, subgrade 278 Cuyd $1.90 $527.82 $0.00 $0.00 $0.51 $141.68 $2.41 / Cuyd $0.00 $0.00 $669.50Compaction, trench, walk behind, vib. plate, backfill 2917 Cuyd $1.90 $5,541.73 $0.00 $0.00 $0.51 $1,487.52 $2.41 / Cuyd $0.00 $0.00 $7,029.25 02450 - Excavating, trench Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 5417 Cuyd $1.95 $10,562.57 $0.00 $0.00 $1.42 $7,691.71 $3.37 / Cuyd $0.00 $0.00 $18,254.28 02570 - Catch basins or manholes Junction structure 1 Each $680.00 $680.00 $6,000.00 $6,000.00 $0.00 $0.00 $6680 / Each $0.00 $0.00 $6,680.00Catch basins or manholes, concrete, precast, 6' I.D., 6' deep 5 Each $846.67 $4,233.35 $1,850.00 $9,250.00 $189.01 $945.05 $2885.68 / Each $0.00 $0.00 $14,428.40CB or manholes, conc, slab tops, precast, 8'' thick, 4' dia 5 Each $158.75 $793.75 $201.00 $1,005.00 $35.44 $177.20 $395.19 / Each $0.00 $0.00 $1,975.95Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb.5 Each $162.82 $814.10 $260.00 $1,300.00 $36.35 $181.75 $459.17 / Each $0.00 $0.00 $2,295.85CB or manholes, inverts, single channel brick, concrete 5 Each $144.00 $720.00 $100.00 $500.00 $0.00 $0.00 $244 / Each $0.00 $0.00 $1,220.00Catch basins or manholes, steps, standard sizes, aluminum 15 Each $9.66 $144.90 $26.50 $397.50 $0.00 $0.00 $36.16 / Each $0.00 $0.00 $542.40 SITE CONSTRUCTION Total $36,172.98 $47,356.50 $17,245.26 $0.00 $0.00 $100,774.74 03 - CONCRETE 03150 - Concrete, ready mixHeadwall5Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $5,000.00 $5,000.00 CONCRETE Total $0.00 $0.00 $0.00 $0.00 $5,000.00 $5,000.00 15 - MECHANICAL 15090 - Pipe,drng&sewage,concret Piping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia 2500 Lnft $39.70 $99,250.00 $73.00 $182,500.00 $3.94 $9,850.00 $116.64 / Lnft $0.00 $0.00 $291,600.00Piping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia250 Lnft $39.70 $9,925.00 $73.00 $18,250.00 $3.94 $985.00 $116.64 / Lnft $0.00 $0.00 $29,160.00 MECHANICAL Total $99,250.00 $182,500.00 $9,850.00 $0.00 $0.00 $291,600.00Project DQB Total $135,422.98 $229,856.50 $31,895.26 $0.00 $5,000.00 $402,174.74Grand Total$135,422.98 $229,856.50 $31,895.26 $0.00 $5,000.00 $402,174.74113 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 33.67% $135,423Material 57.15% $229,857Equipment 7.93% $31,895Subcontractor 0.00% $0Other 1.24% $5,000Net Costs$402,175Labor Mark-up 18.00% $24,376Material Mark-up 15.00% $34,478Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $4,784Sales tax (material) 7.75% $17,814Sales tax (equipment) 7.75% $2,472Material Shipping & Handling 2.50% $5,746Worker's Travel/Subsistence 0.10% $135Subtotal$491,981Contractor General Conditions 12.00% $59,038Subtotal$551,019Earthquake Insurance 0.10% $551Subtotal$551,570Construction Contingency 20.00% $110,314Subtotal$661,884Bldg Risk, Liability Auto Ins. 2.00% $13,238Subtotal$675,122Performance Bond 1.00% $6,751Payment Bond 1.00% $6,751Subtotal$688,624Engineering Fee 10.00% $40,217Environmental Permitting (Lump Sum) - $17,000Total Estimate$745,842114 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject DH115 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject DH 02 - SITE CONSTRUCTION 02060 - Site demolition Site demo, Area vegetation removal 1Acre $1,758.00 $2,004.12 $0.00 $0.00 $3,692.00 $4,208.88 $5450 / Acre $0.00 $0.00 $6,213.00 02330 - Backfill, structural Backfill, side slope fill 405 Cuyd $0.60 $242.74 $0.00 $0.00 $1.20 $486.27 $1.8 / Cuyd $0.00 $0.00 $729.01 02360 - Compaction Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 2750 Cuyd $2.93 $8,057.50 $0.00 $0.00 $0.78 $2,145.00 $3.71 / Cuyd $0.00 $0.00 $10,202.50 02410 - Excavation,bulk,scrapers Excavation, self prop scraper, 14 CY 1/4 push dozer 2500 Cuyd $1.29 $3,225.00 $0.00 $0.00 $5.19 $12,975.00 $6.48 / Cuyd $0.00 $0.00 $16,200.00 02430 - Fill Fill, spread fill, with dozer 2750 Cuyd $0.72 $1,980.00 $0.00 $0.00 $1.15 $3,162.50 $1.87 / Cuyd $0.00 $0.00 $5,142.50 02460 - Hauling Backfill, dozer backfilling no compaction 2750 Cuyd $0.80 $2,200.00 $0.00 $0.00 $1.28 $3,520.00 $2.08 / Cuyd $0.00 $0.00 $5,720.00 02480 - Rip-rap Rip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 200 Cuyd $49.95 $9,990.00 $60.56 $12,112.00 $16.44 $3,288.00 $126.95 / Cuyd $0.00 $0.00 $25,390.00 02490 - Erosion control Erosion control, polypropylene mesh, stapled, 6.5 oz./s.y2052 Sqyd $0.47 $964.52 $1.40 $2,873.02 $0.00 $0.00 $1.87 / Sqyd $0.00 $0.00 $3,837.54 02600 - Base course Area aggregate, crushed 3/4'' stone, compacted to 9'' deep 4148 Sqyd $0.80 $3,318.40 $8.06 $33,432.88 $1.02 $4,230.96 $9.88 / Sqyd $0.00 $0.00 $40,982.24 SITE CONSTRUCTION Total $31,982.28 $48,417.90 $34,016.61 $0.00 $0.00 $114,416.79Project DH Total $31,982.28 $48,417.90 $34,016.61 $0.00 $0.00 $114,416.79Grand Total$31,982.28 $48,417.90 $34,016.61 $0.00 $0.00 $114,416.79116 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 27.95% $31,982Material 42.32% $48,418Equipment 29.73% $34,017Subcontractor 0.00% $0Other 0.00% $0Net Costs$114,417Labor Mark-up 18.00% $5,757Material Mark-up 15.00% $7,263Subcontractor Mark-up 5.00% $0Equipment Mark-up 15.00% $5,102Sales tax (material) 7.75% $3,752Sales tax (equipment) 7.75% $2,636Material Shipping & Handling 2.50% $1,210Worker's Travel/Subsistence 0.10% $32Subtotal$140,170Contractor General Conditions 12.00% $16,820Subtotal$156,990Earthquake Insurance 0.10% $157Subtotal$157,147Construction Contingency 25.00% $39,287Subtotal$196,434Bldg Risk, Liability Auto Ins. 2.00% $3,929Subtotal$200,363Performance Bond 1.00% $2,004Payment Bond 1.00% $2,004Subtotal$204,370Engineering Fee 10.00% $11,442Environmental Permitting (Lump Sum) - $17,000Total Estimate$232,812117 of 122 City of Carlsbad Drainage Master Plan July 2008City of Carlsbad, Master Drainage PlanProject Number:: 128290Client:: City of CarlsbadEstimator(s):: JW / DGEstimating Office:: Walnut CreekEstimate Issue Number:: 01Estimate Original Issue Date:: 3/14/2006Estimate Revision Number:: 04Estimate Revision Date:: 6/27/2008BC Project Manager:: Chris HerenciaEstimate QA/QC Reviewer:: Butch MatthewsEstimate QA/QC Date:: 6/27/2008PROJECT LOCATION / PROCESS AREAProject DZ118 of 122 City of Carlsbad Drainage Master Plan July 2008Item Item Description Quantity UnitLabor $/UnitLabor AmountMaterials $/UnitMaterials AmountEquip $/UnitEquip AmountTotal $/UnitSubs Amount Other AmountGrand TotalProject DZ 02 - SITE CONSTRUCTION 02310 - Fine gradeFine grade under asphalt 333 Sqyd $0.26 $86.58 $0.00 $0.00 $0.21 $69.93 $0.47 / Sqyd $0.00 $0.00 $156.51 02360 - CompactionCompaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 734 Cuyd $2.93 $2,150.62 $0.00 $0.00 $0.78 $572.52 $3.71 / Cuyd $0.00 $0.00 $2,723.14 02450 - Excavating, trenchExcavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd 2000 Cuyd $1.76 $3,520.00 $0.00 $0.00 $1.28 $2,560.00 $3.04 / Cuyd $0.00 $0.00 $6,080.00 02480 - Rip-rapRip-rap, energy dissipater 155 Sqyd $55.00 $8,525.00 $25.00 $3,875.00 $18.70 $2,898.50 $98.7 / Sqyd $0.00 $0.00 $15,298.50 02490 - Erosion control Erosion control, polypropylene mesh, stapled, 6.5 oz./s.y2052 Sqyd $0.47 $964.52 $1.40 $2,873.02 $0.00 $0.00 $1.87 / Sqyd $0.00 $0.00 $3,837.54 02600 - Base course Area aggregate, crushed 3/4'' stone, compacted to 9'' deep 155 Sqyd $0.80 $124.00 $8.06 $1,249.30 $1.02 $158.10 $9.88 / Sqyd $0.00 $0.00 $1,531.40 02840 - LandscapingLandscaping Allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $500.00 $0.00 $500.00Traffic Control Allowance: 1 Lsum $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $500 / Lsum $0.00 $500.00 $500.00SITE CONSTRUCTION Total $15,370.72 $7,997.32 $6,259.05 $500.00 $500.00 $30,627.09 03 - CONCRETE 03150 - Concrete, ready mix10'x12' RCB Culvert (2)375 Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $375,000.00 $375,000.00Headwall5Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $5,000.00 $5,000.00Headwall5Cuyd $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $0.00 $5,000.00 $5,000.00CONCRETE Total $0.00 $0.00 $0.00 $0.00 $385,000.00 $385,000.00Project DZ Total $15,370.72 $7,997.32 $6,259.05 $500.00 $385,500.00 $415,627.09$15,370.72 $7,997.32 $6,259.05 $500.00 $385,500.00 $415,627.09119 of 122 City of Carlsbad Drainage Master Plan July 2008CategoryPercentAmountLabor 3.70% $15,371Material 1.92% $7,997Equipment 1.51% $6,259Subcontractor 0.12% $500Other 92.75% $385,500Net Costs$415,627Labor Mark-up 18.00% $2,767Material Mark-up 15.00% $1,200Subcontractor Mark-up 5.00% $25Equipment Mark-up 15.00% $939Sales tax (material) 7.75% $620Sales tax (equipment) 7.75% $485Material Shipping & Handling 2.50% $200Worker's Travel/Subsistence 0.10% $15Subtotal$421,877Contractor General Conditions 12.00% $50,625Subtotal$472,503Earthquake Insurance 0.10% $473Subtotal$472,975Construction Contingency 20.00% $94,595Subtotal$567,570Bldg Risk, Liability Auto Ins. 2.00% $11,351Subtotal$578,922Performance Bond 1.00% $5,789Payment Bond 1.00% $5,789Subtotal$590,500Engineering Fee 10.00% $41,563Environmental Permitting (Lump Sum) - $10,000Total Estimate$642,063120 of 122 City of Carlsbad Drainage Master Plan Inventory July 2008 Item Description Quantity Unit Labor $/Unit Labor Amount Materials $/Unit Materials Amount Equip $/Unit Equip Amount Total $/Unit Subs Amount Other Amount Grand Total 10'x12' RCB Culvert (2) 309.40 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 12'x5' RCB Culvert 309.40 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 3'x6' RCB Culvert 170.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 4.3'x5.7' RCB Culvert Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 4'x10' RCB Culvert 170.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 5-12'x12' RCB Culverts 170.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 5'x32" RCB Culvert 170.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 6'x7' RCB Culvert Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 80 Patching conc, wall, wall penetration, non-shrink grout, 24'' hole Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Apron wall 8.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Area aggregate, crushed 3/4'' stone, compacted to 9'' deep 4,148.00 Sqyd $0.80 $3,318.40 $8.06 $33,432.88 $1.02 $4,230.96 $9.88 / Sqyd $40,982.24 Asphalt disposal - hauling and disposal fee, 4" thick 600.00 Sqyd $1.00 $600.00 $4.70 $2,820.00 $1.32 $792.00 $7.02 / Sqyd $4,212.00 Asphaltic conc pavement, pavement replacement over trench, 4'' thick 367.00 Sqyd $35.00 $12,845.00 $18.00 $6,606.00 $2.98 $1,093.66 $55.98 / Sqyd $20,544.66 Asphaltic conc pavement, pavement replacement over trench, 6'' thick 203.71 Sqyd $44.54 $9,073.24 $27.00 $5,500.17 $3.79 $772.06 $75.33 / Sqyd $15,345.47 Backfill Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 11.60 Cuyd $1.72 $19.95 $0.00 $0.41 $4.76 $2.13 / Cuyd $24.71 Backfill, dozer backfilling no compaction Cuyd $0.80 $0.00 $0.00 $1.28 $0.00 $2.08 / Cuyd $0.00 Backfill, dozer backfilling, trench, no compaction 7,300.00 Cuyd $0.80 $5,840.00 $0.00 $1.28 $9,344.00 $2.08 / Cuyd $15,184.00 Backfill, dozer backfilling, trench, no compaction, inlet 11.40 Cuyd $0.80 $9.12 $0.00 $1.28 $14.59 $2.08 / Cuyd $23.71 Backfill, dozer backfilling, trench, no compaction, outlet 10.40 Cuyd $0.80 $8.32 $0.00 $1.28 $13.31 $2.08 / Cuyd $21.63 Backfill, dozer backfilling, trench, up to 300' haul, no compaction 432.00 Cuyd $0.80 $345.60 $0.00 $1.28 $552.96 $2.08 / Cuyd $898.56 Backfill, dozer backfilling, trench, up to 300' haul, no compaction, channel 391.00 Cuyd $0.80 $312.80 $0.00 $1.28 $500.48 $2.08 / Cuyd $813.28 Backfill, dozer backfilling, trench, up to 300' haul, no compaction, outlet 47.00 Cuyd $0.80 $37.60 $0.00 $1.28 $60.16 $2.08 / Cuyd $97.76 Backfill, from stockpile 140.00 Cuyd $0.60 $84.00 $0.00 $0.40 $56.00 $1 / Cuyd $140.00 Backfill, side slope fill 515.00 Cuyd $0.60 $309.00 $0.00 $1.20 $619.00 $1.8 / Cuyd $928.00 Backing Material class #1 67.00 Cuyd $17.00 $1,139.00 $60.00 $4,020.00 $20.00 $1,340.00 $97 / Cuyd $6,499.00 Backing Material, 200 Lb 21.00 Cuyd $17.00 $357.00 $60.00 $1,260.00 $20.00 $420.00 $97 / Cuyd $2,037.00 Base course, large areas, crushed 3/4'' stone, compacted to 12'' deep 667.00 Sqyd $0.87 $580.29 $10.76 $7,176.92 $1.11 $740.37 $12.74 / Sqyd $8,497.58 Base course, large areas, crushed 3/4'' stone, compacted to 9'' deep 367.00 Sqyd $0.80 $293.60 $8.06 $2,958.02 $1.02 $374.34 $9.88 / Sqyd $3,625.96 Base course, large areas, crushed 3/4" stone, compacted to 6" deep 378.00 Sqyd $0.73 $275.94 $5.41 $2,044.98 $0.94 $355.32 $7.08 / Sqyd $2,676.24 Base course, roadway, compacted to 12'' deep 667.00 Sqyd $0.87 $580.29 $10.76 $7,176.92 $1.11 $740.37 $12.74 / Sqyd $8,497.58 Bedding Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 11.60 Cuyd $2.93 $33.99 $0.00 $0.78 $9.05 $3.71 / Cuyd $43.04 Bedding, crushed stone 3/4'' to 1/2'' 420.90 Cuyd $8.47 $3,565.02 $32.03 $13,481.43 $1.89 $795.50 $42.39 / Cuyd $17,841.95 Bedding, crushed stone 3/4'' to 1/2'', inlet 8.90 Cuyd $8.47 $75.38 $32.03 $285.07 $1.89 $16.82 $42.39 / Cuyd $377.27 Bedding, crushed stone 3/4'' to 1/2'', outlet 47.00 Cuyd $8.47 $398.09 $32.03 $1,505.41 $1.89 $88.83 $42.39 / Cuyd $1,992.33 Borrow, bank measure, select granular fill, shovel, 1.5 CY bucket. 1/4 hr delivery 380.00 Cuyd $1.25 $475.00 $13.25 $5,035.00 $3.20 $1,216.00 $17.7 / Cuyd $6,726.00 Building paper, polyethylene vapor barrier, std, .010" thick, berm 28.00 Cuyd $10.95 $306.60 $5.35 $149.80 $0.00 $0.00 $16.3 / Cuyd $456.40 Cast -In-Place Box Girter Bridge 5,600.00 Sqft $0.00 $0.00 $0.00 $160 / Sqft $160.00 $160.00 Catch basins or manholes, concrete, precast, 5' I.D., 8' deep 4 Each $846.67 $3,386.68 $1,475.00 $5,900.00 $189.01 $756.04 $2510.68 / Each $10,042.72 Catch basins or manholes, concrete, precast, 6' I.D., 6' deep 6.00 Each $846.67 $5,080.02 $1,850.00 $11,100.00 $189.01 $1,134.06 $2885.68 / Each $17,314.08 Catch basins or manholes, concrete, precast, 8' I.D., 8' deep 1.00 Each $1,587.50 $1,587.50 $3,133.31 $3,133.31 $354.40 $354.40 $5075.21 / Each $5,075.21 Catch basins or manholes, steps, standard sizes, aluminum 10.00 Each $9.66 $96.60 $26.50 $265.00 $0.00 $36.16 / Each $361.60 Catch bsns or manholes, curb inlet FR, grate, large 24''x36'' heavy dty 12.00 Each $602.88 $7,234.56 $472.04 $5,664.48 $0.00 $1074.92 / Each $12,899.04 Catch bsns or manholes, frs and covs, hvy traffic, 24'' diam, 400 lb. 9.00 Each $162.82 $1,465.38 $260.00 $2,340.00 $36.35 $327.15 $459.17 / Each $4,132.53 Catch bsns or manholes, frs and covs, hvy traffic, 36'' diam, 1150 lb. 1.00 Each $423.33 $423.33 $860.00 $860.00 $94.51 $94.51 $1377.84 / Each $1,377.84 CB or manholes, conc, precast, 4' ID, 6' deep 3.00 Each $549.75 $1,649.25 $1,050.00 $3,150.00 $148.32 $444.96 $1748.07 / Each $5,244.21 CB or manholes, conc, slab tops, precast, 8'' thick, 4' dia 4.00 Each $158.75 $635.00 $201.00 $804.00 $35.44 $141.76 $395.19 / Each $1,580.76 CB or manholes, conc, slab tops, precast, 8'' thick, 5' dia 9.00 Each $169.33 $1,523.97 $395.00 $3,555.00 $37.80 $340.20 $602.13 / Each $5,419.17 CB or manholes, conc, slab tops, precast, 8'' thick, 8' dia 1.00 Each $181.43 $181.43 $575.00 $575.00 $40.50 $40.50 $796.93 / Each $796.93 CB or manholes, inverts, single channel brick, concrete 3.00 Each $144.00 $432.00 $100.00 $300.00 $0.00 $244 / Each $732.00 CB or manholes, inverts, triple channel, conc 1.00 Each $240.32 $240.32 $134.00 $134.00 $0.00 $374.32 / Each $374.32 CB/manholes, steps, heavyweight cast iron, 12'' x 10-1/2'', for all con 6.00 Each $9.66 $57.96 $23.00 $138.00 $0.00 $32.66 / Each $195.96 Cleanout 10.00 Each $1,019.00 $10,190.00 $1,560.00 $15,600.00 $249.00 $2,490.00 $2828 / Each $28,280.00 Cleanouts, flr type, rnd top, xtra hvy dty, 30'' pipe size 2.00 Each $791.91 $1,583.82 $1,308.00 $2,616.00 $0.00 $2099.91 / Each $4,199.82 Cleanouts, flr type, rnd top, xtra hvy dty, 36'' pipe size 3.00 Each $791.91 $2,375.73 $1,500.00 $4,500.00 $0.00 $2291.91 / Each $6,875.73 Cleanouts, flr type, rnd top, xtra hvy dty, 84'' pipe size 6.00 Each $2,217.00 $13,302.00 $3,659.00 $21,954.00 $0.00 $5876 / Each $35,256.00 Clear & grub, brush, including stumps 0.29 Acre $1,759.00 $510.11 $0.00 $3,686.00 $1,068.94 $5445 / Acre $1,579.05 Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 73.30 Cuyd $2.93 $214.77 $0.00 $0.78 $57.17 $3.71 / Cuyd $271.94 Compaction, rammer tamper, 6'' to 11'', 4'' lifts, backfill 849.00 Cuyd $2.93 $2,487.57 $0.00 $0.78 $662.22 $3.71 / Cuyd $3,149.79 Compaction, rammer tamper, 6'' to 11'', 4'' lifts, bedding 634.00 Cuyd $2.93 $1,857.62 $0.00 $0.78 $494.52 $3.71 / Cuyd $2,352.14 Compaction, riding, vibrating roller, 6'' lifts, side slope fill 515.00 Cuyd $2.93 $1,508.95 $0.00 $0.78 $401.70 $3.71 / Cuyd $1,910.65 Compaction, riding, vibrating roller, 6" lifts, fill 9,827.00 Cuyd $2.93 $28,793.11 $0.00 $0.78 $7,665.06 $3.71 / Cuyd $36,458.17 Compaction, struct. or trench, walk behind, vib. plate backfill channel 391.00 Cuyd $1.90 $742.90 $0.00 $0.51 $199.41 $2.41 / Cuyd $942.31 Compaction, struct. or trench, walk behind, vib. plate bedding channel 167.00 Cuyd $1.90 $317.30 $0.00 $0.51 $85.17 $2.41 / Cuyd $402.47 Compaction, struct. or trench, walk behind, vib. plate subgrade channel 111.00 Cuyd $1.90 $210.90 $0.00 $0.51 $56.61 $2.41 / Cuyd $267.51 Compaction, trench, walk behind, vib. plate, backfill 2,916.70 Cuyd $1.90 $5,541.73 $0.00 $0.51 $1,487.52 $2.41 / Cuyd $7,029.25 Compaction, trench, walk behind, vib. plate, backfill outlet 277.00 Cuyd $1.90 $526.30 $0.00 $0.51 $141.27 $2.41 / Cuyd $667.57 Compaction, trench, walk behind, vib. plate, bedding 1,845.50 Cuyd $1.90 $3,506.45 $0.00 $0.51 $941.21 $2.41 / Cuyd $4,447.66 Compaction, trench, walk behind, vib. plate, bedding, inlet 11.60 Cuyd $1.90 $22.04 $0.00 $0.51 $5.92 $2.41 / Cuyd $27.96 Compaction, trench, walk behind, vib. plate, bedding, outlet 41.00 Cuyd $1.90 $77.90 $0.00 $0.51 $20.91 $2.41 / Cuyd $98.81 Compaction, trench, walk behind, vib. plate, inlet 10.20 Cuyd $1.90 $19.38 $0.00 $0.51 $5.20 $2.41 / Cuyd $24.58 Compaction, trench, walk behind, vib. plate, outlet 9.30 Cuyd $1.90 $17.67 $0.00 $0.51 $4.74 $2.41 / Cuyd $22.41 Compaction, trench, walk behind, vib. plate, subgrade 277.80 Cuyd $1.90 $527.82 $0.00 $0.51 $141.68 $2.41 / Cuyd $669.50 Compaction, trench, walk behind, vib. plate, subgrade outlet 5.00 Cuyd $1.90 $9.50 $0.00 $0.51 $2.55 $2.41 / Cuyd $12.05 Compaction, trench, walk behind, vib. plate, subgrade, inlet 1.30 Cuyd $1.90 $2.47 $0.00 $0.51 $0.66 $2.41 / Cuyd $3.13 Compaction, trench, walk behind, vib. plate, subgrade, outlet 32.00 Cuyd $1.90 $60.80 $0.00 $0.51 $16.32 $2.41 / Cuyd $77.12 Compaction, trench, walk behind, vib.. Plate 5,800.00 Cuyd $1.90 $11,020.00 $0.00 $0.51 $2,958.00 $2.41 / Cuyd $13,978.00 Compaction, vibratory plate, 8'' lifts, common fill 423.00 Cuyd $1.90 $803.70 $0.00 $0.51 $215.73 $2.41 / Cuyd $1,019.43 Compaction, vibratory plate, 8'' lifts, select fill, bedding 32.00 Cuyd $1.90 $60.80 $0.00 $0.51 $16.32 $2.41 / Cuyd $77.12 Compaction, walk behind, vibrating pl 18'' w, 12'' lifts, 4 passes, subgrade 119.00 Cuyd $1.90 $226.10 $0.00 $0.51 $60.69 $2.41 / Cuyd $286.79 Compaction, walk behind, vibrating pl 18'' wide, 12'' lifts, 4 passes 1,638.00 Cuyd $1.90 $3,112.20 $0.00 $0.51 $835.38 $2.41 / Cuyd $3,947.58 Compaction, walk behind, vibrating plate 18'' wide, backfill 269.00 Cuyd $1.90 $511.10 $0.00 $0.51 $137.19 $2.41 / Cuyd $648.29 Compaction, walk behind, vibrating plate 18'' wide, bedding 50.00 Cuyd $1.90 $95.00 $0.00 $0.51 $25.50 $2.41 / Cuyd $120.50 Compaction, walk behind, vibrating plate 18'' wide, subgrade 185.00 Cuyd $1.90 $351.50 $0.00 $0.51 $94.35 $2.41 / Cuyd $445.85 Compaction, walk behind, vibrating roller 24'' W, 6'' lifts, 2 passes 440.00 Cuyd $1.90 $836.00 $0.00 $0.51 $224.40 $2.41 / Cuyd $1,060.40 Concrete Structure (Conceptual) Headwall 18.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Concrete Structure (Conceptual) Open Baffle Box 7.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Concrete, ready mix, regular weight, 4000 psi 74.00 Cuyd $0.00 $120.00 $8,880.00 $0.00 $120 / Cuyd $8,880.00 Culvert, outlet 34.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Disposal fee 2.00 Trk $0.00 $0.00 $0.00 $105 / Trk $105.00 $105.00 Dump Charge, typical urban city, fees only, bldg constr mat'ls 801.00 Ton $0.00 $0.00 $0.00 $33 / Ton $33.00 $33.00 Elevated slab 32.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Erosion control allowance: 1.00 Lsum $0.00 $0.00 $0.00 $2614 / Lsum $2,614.00 $2,614.00 Erosion control allowance: small site: silt fence, bio bags, no special 1.00 Lsum $0.00 $0.00 $0.00 $1536 / Lsum $1,536.00 $1,536.00 Erosion control allowance:: 1.00 Lsum $0.00 $0.00 $0.00 $500 / Lsum $500.00 $500.00 Erosion control allowance::: 1.00 Lsum $0.00 $0.00 $0.00 $30000 / Lsum $30,000.00 $30,000.00 Erosion control, hay bales, staked 2,200.00 Inft $1.19 $2,618.00 $2.25 $4,950.00 $0.10 $220.00 $3.54 / Inft $7,788.00 Erosion control, jute mesh, 100 SY per roll, 4' wide 2,086.00 Sqyd $0.48 $1,001.28 $0.75 $1,564.50 $0.12 $250.32 $1.35 / Sqyd $2,816.10 Erosion control, polypropylene mesh, stapled, 6.5 oz./s.y 2,052.16 Sqyd $0.47 $964.52 $1.40 $2,873.02 $0.00 $1.87 / Sqyd $3,837.54 Erosion control, silt fence, polypropylene, 3' high 1,800.00 Inft $0.80 $1,440.00 $0.34 $612.00 $0.00 $1.14 / Inft $2,052.00 Erosion control, silt fence, polypropylene, 3' high, remove 1,800.00 Inft $0.80 $1,440.00 $0.00 $0.00 $0.8 / Inft $1,440.00 Excavate trench, common earth curb, 4'-6' deep, 1-1/2 CY hyd backhoe 1,540.00 Cuyd $1.95 $3,003.00 $0.00 $1.42 $2,186.80 $3.37 / Cuyd $5,189.80 Excavate trench, common earth curb, 6'-10' deep, 1-1/2 CY hyd backhoe 1,540.00 Cuyd $1.76 $2,710.40 $0.00 $1.28 $1,971.20 $3.04 / Cuyd $4,681.60 Excavate trench, cont ftg, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 867.00 Cuyd $1.95 $1,690.65 $0.00 $1.42 $1,231.14 $3.37 / Cuyd $2,921.79 Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac 5,416.70 Cuyd $1.95 $10,562.57 $0.00 $1.42 $7,691.71 $3.37 / Cuyd $18,254.28 Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac, inlet 21.60 Cuyd $1.95 $42.12 $0.00 $1.42 $30.67 $3.37 / Cuyd $72.79 Excavate trench, no sht or dewtrg, 4'-6' D, 1-1/2 CY hyd bac, outlet 112.00 Cuyd $1.95 $218.40 $0.00 $1.42 $159.04 $3.37 / Cuyd $377.44 Excavating, bulk bank measure, backhoe, hyd, 1-1/2 CY cap. = 100 CY/hr 516.00 Cuyd $1.95 $1,006.20 $0.00 $1.42 $732.72 $3.37 / Cuyd $1,738.92 Excavating, bulk bank measure, FE loader, whl mtd, 1.5 CY cap = 80 CY 1,864.00 Cuyd $1.95 $3,634.80 $0.00 $1.42 $2,646.88 $3.37 / Cuyd $6,281.68 Excavating, structural, mach excav, com earth, hyd backhoe, 1-1/2 CY b 2,245.00 Cuyd $7.33 $16,455.85 $0.00 $5.34 $11,988.30 $12.67 / Cuyd $28,444.15 Excavating, structural, mach excav, com earth, hyd backhoe, 2 CY bkt 1,000.00 Cuyd $5.28 $5,280.00 $0.00 $6.70 $6,700.00 $11.98 / Cuyd $11,980.00 Excavating, structural, mach excav, com earth, hyd backhoe, 2 CY bkt, channel 890.00 Cuyd $5.28 $4,699.20 $0.00 $6.70 $5,963.00 $11.98 / Cuyd $10,662.20 Excavating, structural, mach excav, com earth, hyd backhoe, 3 CY 1,000.00 Cuyd $5.28 $5,280.00 $0.00 $6.70 $6,700.00 $11.98 / Cuyd $11,980.00 Excavation, self prop scraper, 14 CY 1/4 push dozer 3,806.40 Cuyd $1.29 $4,910.26 $0.00 $5.19 $19,755.22 $6.48 / Cuyd $24,665.47 Excavation, self prop scraper, 14 CY 1/4 push dozer, com earth 22,000.00 Cuyd $1.29 $28,380.00 $0.00 $5.19 $114,180.00 $6.48 / Cuyd $142,560.00 Fill, spread dumped material, by dozer, no compaction 695.00 Cuyd $0.72 $500.40 $0.00 $1.15 $799.25 $1.87 / Cuyd $1,299.65 Fill, spread dumped material, by dozer, no compaction, berm 74.00 Cuyd $0.72 $53.28 $0.00 $1.15 $85.10 $1.87 / Cuyd $138.38 Fill, spread fill, with dozer 404.57 Cuyd $0.72 $291.29 $0.00 $1.15 $465.26 $1.87 / Cuyd $756.55 Fine grade under asphalt 367.00 Sqyd $0.26 $95.42 $0.00 $0.21 $77.07 $0.47 / Sqyd $172.49 Fine grade, fine grade granular base for sidewalks and bikeways 482.00 Sqyd $1.06 $510.92 $0.00 $0.15 $72.30 $1.21 / Sqyd $583.22 Fine grade, grade subgrade for base course, roadways 1,067.00 Sqyd $0.26 $277.42 $0.00 $0.21 $224.07 $0.47 / Sqyd $501.49 Finishing floors, monolithic, machine trowel, for finish floor 6,000.00 Sqft $0.68 $4,080.00 $0.00 $0.00 $0.68 / Sqft $4,080.00 Finishing floors, monolithic, screed, float, & hand trowel, channel 4,800.00 Sqft $0.62 $2,976.00 $0.00 $0.00 $0.62 / Sqft $2,976.00 Finishing slabs, break ties, forms & patch voids 12,000.00 Sqft $1.17 $14,040.00 $0.03 $360.00 $0.00 $1.2 / Sqft $14,400.00 Finishing walls, carborundum rub, wet rub 6,000.00 Sqft $2.13 $12,780.00 $0.03 $180.00 $0.00 $2.16 / Sqft $12,960.00 Footing 32.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Forms in place, SOG, edge forms, 7'' to 12'' high, wood, channel 1,216.00 Sfca $3.99 $4,851.84 $0.80 $972.80 $0.00 $4.79 / Sfca $5,824.64 Forms in place, SOG, edge forms, over 12'', wood 2,012.00 Sfca $3.99 $8,027.88 $0.80 $1,609.60 $0.00 $4.79 / Sfca $9,637.48 Forms in place, walls, job built plyform, to 8' high, below gr 12,000.00 Sfca $7.35 $88,200.00 $2.59 $31,080.00 $0.00 $9.94 / Sfca $119,280.00 Forms in place, walls, job built plyform, to 8' high, channel 2,400.00 Sfca $7.35 $17,640.00 $2.59 $6,216.00 $0.00 $9.94 / Sfca $23,856.00 Grade pad, contour area 23,334.00 Sqyd $0.55 $12,833.70 $0.00 $0.44 $10,266.96 $0.99 / Sqyd $23,100.66 Grade slopes 6,556.00 Sqyd $0.55 $3,605.80 $0.00 $0.44 $2,884.64 $0.99 / Sqyd $6,490.44 Granular fill 695.00 Cuyd $0.00 $10.06 $6,991.70 $0.00 $10.06 / Cuyd $6,991.70 Granular fill, berm 74.00 Cuyd $0.00 $17.04 $1,260.96 $0.00 $0.00 $17.04 / Cuyd $1,260.96 Hauling, LCY, no loading, 12 c.y. dump truck, 20 MI 867.00 Cuyd $7.18 $6,225.06 $3.00 $2,601.00 $15.45 $13,392.00 $25.63 / Cuyd $22,218.06 Hauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr 616.00 Cuyd $7.18 $4,422.88 $3.00 $1,848.00 $15.45 $9,515.00 $25.63 / Cuyd $15,785.88 Hauling, LCY, no loading, 12 c.y. dump truck, 20 MI RT, 0.4 lds/hr and disposal fee 1,053.00 Cuyd $7.18 $7,560.54 $3.00 $3,159.00 $15.45 $16,264.94 $25.63 / Cuyd $26,984.48 Hauling, LCY, no loading, 12 c.y. dump truck, 6 MI RT, 1 lds/hr 1,400.00 Cuyd $10.52 $14,728.00 $0.00 $18.95 $26,529.00 $29.47 / Cuyd $41,257.00 Hauling, LCY, no loading, 12 CY dump truck, clear & grub 237.00 Cuyd $4.66 $1,104.42 $0.00 $9.74 $2,308.38 $14.4 / Cuyd $3,412.80 Hauling, LCY, no loading, 12 CY dump truck, stockpile on site 140.00 Cuyd $4.66 $652.40 $0.00 $9.74 $1,363.60 $14.4 / Cuyd $2,016.00 Hauling, LCY, no loading, 20 c.y dump truck, 30 MI RT, 0.33 lds/hr, concrete 93.00 Cuyd $5.68 $528.24 $0.00 $9.92 $923.00 $15.6 / Cuyd $1,451.24 Hauling, LCY, no loading, 20 c.y. dump truck, 20 MI RT, 0.4 lds/hr, channel 499.00 Cuyd $5.95 $2,969.05 $0.00 $10.40 $5,189.60 $16.35 / Cuyd $8,158.65 Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr 70,200.00 Cuyd $5.95 $417,690.00 $0.00 $10.40 $730,080.00 $16.35 / Cuyd $1,147,770.00 Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr, concrete 23.00 Cuyd $5.95 $136.85 $0.00 $10.40 $239.20 $16.35 / Cuyd $376.05 Hauling, LCY, no loading, 20 c.y. dump truck, 30 MI RT, 0.33 lds/hr, outlet 93.00 Cuyd $5.95 $553.35 $0.00 $10.40 $967.20 $16.35 / Cuyd $1,520.55 Hauling, LCY, no loading, 50" haul 54,000.00 Cuyd $0.58 $31,320.00 $0.00 $0.95 $51,300.00 $1.53 / Cuyd $82,620.00 Headwall 3.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Headwall, conc, CIP, 30< skewed wingwall 1.00 Each $6,762.00 $6,762.00 $2,173.00 $2,173.00 $158.00 $158.00 $9093 / Each $9,093.00 Headwall, conc, CIP, 30< skewed wingwall, 2.00 Each $5,480.00 $10,960.00 $2,173.00 $4,346.00 $138.00 $276.00 $7791 / Each $15,582.00 Headwall, inlet 2.48 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Headwall, outlet 1.33 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Headwall, with apron 1.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Import backfill, crushed stone 3/4'' to 1/2'' 407.40 Cuyd $8.47 $3,450.68 $32.03 $13,049.02 $1.89 $769.99 $42.39 / Cuyd $17,269.69 Junction structure 1.00 Each $680.00 $680.00 $6,000.00 $6,000.00 $0.00 $6680 / Each $6,680.00 City of Carlsbad Drainage Master Plan Inventory July 2008 Item Description Quantity Unit Labor $/Unit Labor Amount Materials $/Unit Materials Amount Equip $/Unit Equip Amount Total $/Unit Subs Amount Other Amount Grand Total Junction structure manholes, concrete, precast, 8' I.D., 8' deep, 1.00 Each $1,587.50 $1,587.50 $3,133.31 $3,133.31 $354.40 $354.40 $5075.21 / Each $5,075.21 Landscaping Allowance 1.00 Lsum $0.00 $0.00 $0.00 $5000 / Lsum $5,000.00 $5,000.00 Landscaping Allowance: 1.00 Lsum $0.00 $0.00 $0.00 $500 / Lsum $500.00 $500.00 Landscaping Allowance:: 1.00 Lsum $0.00 $0.00 $0.00 $30000 / Lsum $30,000.00 $30,000.00 Lines on pvmt, acrylic waterborne, white or yellow, 4'' wide 925 Lnft $0.12 $111.00 $0.17 $157.25 $0.08 $74.00 $0.37 / Lnft $342.25 Loading Trucks, F.E. Loader, 3 C.Y., concrete 93.00 Cuyd $0.74 $68.82 $0.00 $1.24 $115.32 $1.98 / Cuyd $184.14 Loading Trucks, F.E. Loader, 3 C.Y.. 616.00 Cuyd $0.74 $455.84 $0.00 $1.24 $763.84 $1.98 / Cuyd $1,219.68 Loading Trucks, F.E. Loader, 3 C.Y.., channel 499.00 Cuyd $0.74 $369.26 $0.00 $1.24 $618.76 $1.98 / Cuyd $988.02 Loading Trucks, F.E. Loader, 3 C.Y.., clear & grub 237.00 Cuyd $0.74 $175.38 $0.00 $1.24 $293.88 $1.98 / Cuyd $469.26 Loading Trucks, F.E. Loader, 3 C.Y.., concrete 23.00 Cuyd $0.74 $17.02 $0.00 $1.24 $28.52 $1.98 / Cuyd $45.54 Loading Trucks, F.E. Loader, 3 C.Y.., outlet 93.00 Cuyd $0.74 $68.82 $0.00 $1.24 $115.32 $1.98 / Cuyd $184.14 Loading Trucks, F.E. Loader, 3 C.Y.., stockpile 140.00 Cuyd $0.74 $103.60 $0.00 $1.24 $173.60 $1.98 / Cuyd $277.20 Misc metals, allowance 1.00 Lsum $0.00 $0.00 $0.00 $500 / Lsum $500.00 $500.00 Painting lines, thermoplastic, white or yellow, 6" wide 204.00 Lnft $0.14 $28.56 $0.00 $0.00 $0.00 $0.14 / Lnft $28.56 Patching conc, wall, wall penetration, non-shrink grout, 8 Each $75.38 $603.04 $286.20 $2,289.60 $0.00 $361.58 / Each $2,892.64 Patching conc, wall, wall penetration, non-shrink grout, 24'' hole 2 Each $79.82 $159.64 $238.50 $477.00 $0.00 $318.32 / Each $636.64 Patching conc, wall, wall penetration, non-shrink grout, 30'' hole 8 Each $75.38 $603.04 $238.50 $1,908.00 $0.00 $313.88 / Each $2,511.04 Patching conc, wall, wall penetration, non-shrink grout, 42'' hole 18.00 Each $79.20 $1,425.60 $240.00 $4,320.00 $0.00 $319.2 / Each $5,745.60 Piping, drainage & sewage, RCP, class 3, no gaskets, 18'' dia 275.00 Lnft $18.85 $5,183.75 $32.00 $8,800.00 $2.18 $599.50 $53.03 / Lnft $14,583.25 Piping, drainage & sewage, RCP, class 3, no gaskets, 24'' dia 900.00 Lnft $24.50 $22,050.00 $35.00 $31,500.00 $2.84 $2,556.00 $62.34 / Lnft $56,106.00 Piping, drainage & sewage, RCP, class 3, no gaskets, 30'' dia 925 Lnft $32.48 $30,044.00 $43.00 $39,775.00 $3.22 $2,978.50 $78.7 / Lnft $72,797.50 Piping, drainage & sewage, RCP, class 3, no gaskets, 36'' dia 550.00 Lnft $39.70 $21,835.00 $73.00 $40,150.00 $3.94 $2,167.00 $116.64 / Lnft $64,152.00 Piping, drainage & sewage, RCP, class 3, no gaskets, 39'' dia 800.00 Lnft $39.70 $31,760.00 $78.00 $62,400.00 $3.94 $3,152.00 $121.64 / Lnft $97,312.00 Piping, drainage & sewage, RCP, class 3, no gaskets, 42'' dia 1,600.00 Lnft $39.70 $63,520.00 $95.00 $152,000.00 $3.94 $6,304.00 $138.64 / Lnft $221,824.00 Piping, drainage & sewage, RCP, class 3, no gaskets, 48'' dia 800.00 Lnft $44.66 $35,728.00 $120.00 $96,000.00 $4.43 $3,544.00 $169.09 / Lnft $135,272.00 Piping, drainage & sewage, RCP, class 3, no gaskets, 66'' dia 150.00 Lnft $71.46 $10,719.00 $250.00 $37,500.00 $7.09 $1,063.50 $328.55 / Lnft $49,282.50 Piping, drainage & sewage, RCP, class 3, no gaskets, 72'' dia 8.00 Lnft $71.46 $571.68 $275.00 $2,200.00 $7.09 $56.72 $353.55 / Lnft $2,828.40 Piping, drainage & sewage, RCP, class 3, no gaskets, 84'' dia 3,600.00 Lnft $125.05 $450,180.00 $300.00 $1,080,000.00 $12.40 $44,640.00 $437.45 / Lnft $1,574,820.00 Piping, drainage & sewage, RCP, class 3, no gaskets, 90'' dia 600.00 Lnft $125.05 $75,030.00 $450.00 $270,000.00 $12.40 $7,440.00 $587.45 / Lnft $352,470.00 Piping, storm drain, CMP, plain, 20' lengths, 24'' dia, 14 ga 24.00 Lnft $14.00 $336.00 $17.62 $422.88 $1.62 $38.88 $33.24 / Lnft $797.76 Piping, water dist, conc pipe, gasket, 18'' dia 100.00 Each $3.14 $314.00 $4.50 $450.00 $0.00 $7.64 / Each $764.00 Piping, water dist, conc pipe, gasket, 24'' dia 70.00 Each $3.14 $219.80 $4.75 $332.50 $0.00 $7.89 / Each $552.30 Piping, water dist, conc pipe, gasket, 30'' dia 70 Each $3.14 $219.80 $6.00 $420.00 $0.00 $9.14 / Each $639.80 Piping, water dist, conc pipe, gasket, 36'' dia 55.00 Each $3.14 $172.70 $6.50 $357.50 $0.00 $9.64 / Each $530.20 Piping, water dist, conc pipe, gasket, 39'' dia 80.00 Each $3.14 $251.20 $9.20 $736.00 $0.00 $12.34 / Each $987.20 Piping, water dist, conc pipe, gasket, 42'' dia 123.00 Each $3.14 $386.22 $9.50 $1,168.50 $0.00 $12.64 / Each $1,554.72 Piping, water dist, conc pipe, gasket, 48'' dia 61.00 Each $3.14 $191.54 $10.00 $610.00 $0.00 $13.14 / Each $801.54 Piping, water dist, conc pipe, gasket, 72'' dia 46.00 Each $3.14 $144.44 $36.00 $1,656.00 $0.00 $39.14 / Each $1,800.44 Piping, water dist, conc pipe, gasket, 90'' dia 46.00 Each $3.14 $144.44 $36.00 $1,656.00 $0.00 $39.14 / Each $1,800.44 Placing conc, incl vib, slab on grade, 6'' thick, pumped 74.00 Cuyd $17.45 $1,291.30 $0.00 $5.56 $411.44 $23.01 / Cuyd $1,702.74 Placing conc, incl vib, slab on grade, pumped, channel 59.00 Cuyd $17.45 $1,029.55 $0.00 $5.56 $328.04 $23.01 / Cuyd $1,357.59 Placing conc, incl vib, walls, 8'' thick, pumped 74.00 Cuyd $32.28 $2,388.72 $0.00 $10.28 $760.72 $42.56 / Cuyd $3,149.44 Placing conc, incl vib, walls, pumped, channel 45.00 Cuyd $32.28 $1,452.60 $0.00 $10.28 $462.60 $42.56 / Cuyd $1,915.20 Pot Holing - pipe lines 28.00 Each $250.00 $7,000.00 $0.00 $35.00 $980.00 $285 / Each $7,980.00 Pot Holing - pipe lines: 2 per 100' 32.00 Each $250.00 $8,000.00 $0.00 $35.00 $1,120.00 $285 / Each $9,120.00 Pre-cast concrete wall penetration, non-shrink grout, 24'' hole 8.00 Each $75.00 $600.00 $108.00 $864.00 $0.00 $183 / Each $1,464.00 Pre-cast concrete wall penetration, non-shrink grout, 42'' hole 18.00 Each $100.00 $1,800.00 $240.00 $4,320.00 $0.00 $340 / Each $6,120.00 Process Equipment - Vortech Precast 1.00 Each $3,850.00 $3,850.00 $50,400.00 $50,400.00 $0.00 $54250 / Each $54,250.00 Railing, pipe, aluminum, 3 rail, clear anodized 272.00 Lnft $15.67 $4,262.24 $45.95 $12,498.40 $0.96 $261.12 $81.58 / Lnft $19.00 $17,040.76 Rent crane truck mounted, hydraulic, 55 ton 45.00 Day $0.00 $0.00 $990.00 $44,550.00 $41562 / Day $40,572.00 $85,122.00 Rent crane truck mounted, hydraulic, 55 ton capacity 30.00 Day $0.00 $0.00 $990.00 $29,700.00 $28038 / Day $27,048.00 $56,748.00 Rent crane truck mounted, hydraulic, 55 ton capacity - Type B 1.00 Day $0.00 $0.00 $990.00 $990.00 $1891.6 / Day $901.60 $1,891.60 Retaining wall 25.00 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Rip-rap, energy dissipater 120.00 Sqyd $55.00 $6,600.00 $25.00 $3,000.00 $18.70 $2,244.00 $98.7 / Sqyd $11,844.00 Rip-rap, gabions, galv steel mesh boxes, stone filled 100.00 Cuyd $49.95 $4,995.00 $60.56 $6,056.00 $16.44 $1,644.00 $126.95 / Cuyd $12,695.00 Rip-rap, gabions, galv steel mesh boxes, stone filled, 36'' deep 100.00 Cuyd $49.95 $4,995.00 $60.56 $6,056.00 $16.44 $1,644.00 $126.95 / Cuyd $12,695.00 Rip-rap, mach placed for slp protec, 18'' min thick. not grouted 618.00 Sqyd $56.55 $34,947.90 $49.55 $30,621.90 $12.33 $7,619.94 $118.43 / Sqyd $73,189.74 Rip-rap, mach placed for slp protec, 18" min thick. not grouted 1,334.00 Sqyd $56.55 $75,437.70 $49.55 $66,099.70 $12.33 $16,448.22 $118.43 / Sqyd $157,985.62 Rip-rap, machine placed for slope prot, 3/8 to 1/4 CY pieces 52.00 Cuyd $37.46 $1,947.92 $49.55 $2,576.60 $12.33 $641.16 $99.34 / Cuyd $5,165.68 RT, 0.4 lds/hr and disposal fee Each $0.00 $0.00 $0.00 $0 / Each $0.00 Saw cutting, asphalt, after 3'' deep; each addl inch of depth 1,112.00 Lnft $0.82 $911.84 $0.30 $333.60 $0.44 $489.28 $1.56 / Lnft $1,734.72 Saw cutting, asphalt, up to 3'' deep 1,112.00 Lnft $0.48 $533.76 $0.07 $77.84 $0.26 $289.12 $0.81 / Lnft $900.72 Sheet piling, steel, no wales, 15' excav., drive, extract & salvage 1,320.00 Sqft $14.03 $18,519.60 $11.41 $15,061.20 $10.60 $13,992.00 $36.04 / Sqft $47,572.80 Sidewalks, conc, 3000 PSI, CIP w/ 6x6 mesh, broom fin, no basem 4" T 544.00 Sqft $2.01 $1,093.44 $1.45 $788.80 $0.00 $0.00 $3.46 / Sqft $1,882.24 Sidewalks, conc, 3000 PSI, for bank run gravel base, 4" thick, add 544.00 Sqft $0.47 $255.68 $0.42 $228.48 $0.04 $21.76 $0.93 / Sqft $505.92 Site demo, Area vegetation removal 1.14 Acre $1,758.00 $2,004.12 $0.00 $3,692.00 $4,208.88 $5450 / Acre $6,213.00 Site dml, conc7'' to 24'' thick, rod reinforced 23.00 Cuyd $92.56 $2,128.88 $0.00 $61.09 $1,405.07 $153.65 / Cuyd $3,533.95 Site dml, no hauling, pavement removal, bit, 4'' thk 130.00 Sqyd $5.29 $687.70 $0.00 $3.49 $453.70 $8.78 / Sqyd $1,141.40 Site dml, no hauling, pavement removal, bit, 4'' to 6'' thick 1,072.00 Sqyd $5.29 $5,670.88 $0.00 $3.49 $3,741.28 $8.78 / Sqyd $9,412.16 Slab on Grade 28.00 Cuyd $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Slab on Grade for roadway 202.00 Cuyd $0.00 $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Slope Landscaping/irrigation 59,000.00 Sqft $0.00 $0.00 $0.00 $29500 / Sqft $29,500.00 $29,500.00 Soil stabilization, geotextile fabric, woven, H.D., 600 lb. tensile st 290.00 Sqyd $0.32 $92.80 $1.85 $536.50 $0.00 $2.17 / Sqyd $629.30 Struct stl, WF, W 36 x 170 270.00 Lnft $4.66 $1,258.20 $192.44 $51,958.80 $1.87 $504.90 $198.97 / Lnft $53,721.90 Struct stl, WF, W 36 x 171 270.00 Lnft $4.66 $1,258.20 $192.44 $51,958.80 $1.87 $504.90 $198.97 / Lnft $53,721.90 Subgrade Compaction, rammer tamper, 6'' to 11'', 4'' lifts, 2 passes 11.60 Cuyd $2.93 $33.99 $0.00 $0.78 $9.05 $3.71 / Cuyd $43.04 Traffic Control Allowance 1.00 Lsum $0.00 $0.00 $0.00 $30000 / Lsum $30,000.00 $30,000.00 Traffic Control Allowance: 1.00 Lsum $0.00 $0.00 $0.00 $500 / Lsum $500.00 $500.00 Traffic Control Allowance: 2 flaggers, 15' pipe/hr 1.00 Lsum $0.00 $0.00 $0.00 $4878 / Lsum $4,878.00 $4,878.00 Trench box, 7200 lbs, 6'x 20' 12.00 Day $0.00 $0.00 $141.60 $1,699.20 $141.6 / Day $1,699.20 Trench box, 9500 lbs, 8'x 20' 20.00 Day $0.00 $0.00 $240.00 $4,800.00 $240 / Day $4,800.00 Trench Plates allowance 1.00 Mo $0.00 $0.00 $900.00 $900.00 $900 / Mo $900.00 Underground tape, detectable aluminum, 2'' 9 Clf $2.34 $21.06 $3.06 $27.54 $0.00 $5.4 / Clf $48.60 Wall, bridge 120 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Water unit 1628 Gal $0.70 $1,139.60 $1.05 $1,709.40 $0.00 $1.75 / Gal $2,849.00 Welded wire fabric, 10/10 gage, SOG 20 Csf $36.61 $732.20 $29.41 $588.20 $0.00 $66.02 / Csf $1,320.40 Welded wire fabric, 10/10 gage, Walls 60 Csf $36.61 $2,196.60 $29.41 $1,764.60 $0.00 $66.02 / Csf $3,961.20 Welded wire fabric, sheets, 4 x 4 - W4 x W4 (4 x 4), 85 lb/CSF, channel 12 Csf $36.61 $439.32 $29.41 $352.92 $0.00 $66.02 / Csf $792.24 Wing wall for 7'X11' box culvert 9.15 Cuyd $0.00 $0.00 $0.00 $1000 / Cuyd $1,000.00 $1,000.00 Wingwall 1 Lsum $0.00 $0.00 $0.00 $0.00 $154850 / Lsum $154,850.00 $154,850.00 Carlsbad Drainage Master Plan C Use of contents on this sheet is subject to the limitations specified at the end of this document. APPENDIX C PLANNED LOCAL DRAINAGE AREA (PLDA) FEE PROGRAM CALCULATIONS Table 5-1 Present Financial Status Description PLDA A PLDA B PLDA C PLDA D Total Undesignated PLDA Proceeds Balance (a)$248,868 $5,904,161 $3,654,456 $224,886 $10,032,371 PLDA Fee Differentials -- Balance Due (b) Acres Deposit PLDA A PLDA B PLDA C PLDA D ($/acre) Planned Industrial (PI)50 $6,463 Planned Industrial (PI)33 $5,855 Source: Project staff 06/24/08 a. The undesignated PLDA balances are the current cash balance from PLDA fees as of 06/24/08 that have not been designated, and are available for current and projected projects. b. Partial payments were made on certain developments, with the balance of the PLDA Fee due upon finalization of the updated PLDA fee. Table 5-2 New Development Project Costs by PLDA Pipe ID Length (ft) Diameter (in) Material Construction Cost (a) Mark-up Costs (b) Capital Project Cost PLDA A AAAA 900 24 RCP Type $218,072 $198,428 $416,500 AAA 550 36 RCP Type $150,293 $139,241 $289,534 AC 1000 & 275 36 & 18 RCP Type &Concrete Type $561,078 $431,835 $992,913 AFA 2000 Channel Natural Enhanced Channel $26,837 $64,771 $91,608 AFB 3600 Channel Natural Enhanced Channel $66,071 $97,093 $163,164 Total PLDA A $1,953,719 PDLA B B 3000 Channel Channel Dredging $1,178,489 $952,728 $2,131,218 BB-1 1100 18 RCP Type $176,840 $158,793 $335,632 BB-2 1700 36 Earthen Channel $413,663 $336,770 $750,433 BCA 2900 24 RCP Type $590,376 $478,237 $1,068,613 BCB 925 30 RCP Type $256,921 $211,175 $468,096 BCC 925 36 RCP Type $279,735 $232,244 $511,979 BFA 1600 42 RCP Type $528,155 $435,518 $963,673 BFB-U 3800 Channel Roadside Swale $68,367 $69,853 $138,220 BFB-L 800 48 RCP Type $255,297 $236,040 $491,336 BF1 N/A Sed Basin Detention Basin $223,827 $189,156 $412,983 BJ-1 270 & N/A RCB & Sed Basin Detention Basin(3'x6' Box Culvert)$276,784 $223,735 $500,519 BJB N/A Outlet Structure Wing Wall For 7'x11' Box Culvert $77,952 $75,080 $153,032 BL-U 800 39 RCP Type $198,775 $185,734 $384,509 BL-L 20 & 125 90 & Bridge RCP Type and Bridge $652,887 $1,163,214 $1,816,101 BM 260 RCB Drainage Culvert $127,624 $76,453 $204,077 BNB (c) 3600 84 RCP Type $768,984 $634,016 $1,403,000 BN 3600 Channel Channel Dredging and Gabion Structures $170,056 $186,617 $356,673 BP 28 & 71 Sed Basin & RCB Detention Basin $191,371 $133,963 $325,334 BQ 800 Spot Enhance Natural Enhanced Channel $67,164 $64,191 $131,355 BR 150 66 RCP Type $94,281 $86,492 $180,773 Total PLDA B $12,727,555 PDLA C C1 100 BRIDGE Box Culvert Bridge $1,667,416 $1,851,100 $3,518,516 C2 90 RCB Drainage Culvert $259,816 $467,915 $727,730 CA 600 Concrete Channel Concrete Channel $191,064 $338,338 $529,402 Total PLDA C $4,775,649 PLDA D DBA 360 30 RCP Type $83,448 $83,767 $167,215 DBB 720 30 RCP Type $227,889 $201,218 $429,108 DFA N/A Treatment System Detention Basin $109,404 $147,019 $256,423 DQB 2500 36 RCP Type $402,175 $343,667 $745,842 DH 3111 Spot Enhance Natural Enhanced Channel $114,417 $118,395 $232,812 DZ 100 RCB (2)Cast in place Bridge $415,627 $226,436 $642,063 $2,473,462 Grand Total $21,930,385 All project costs are for new facilities to serve the proposed developments. a. Source File: Cost Estimate Master (07-03-08) Final.xls b. Estimated design, CM and contingency markups. c. Based on approved agreement with City Council, reinbursement will only be $1,403,000. Total PLDA D Table 5-3Land Development Characteristics by PLDA1. Parcel Characteristics 2. Ultimate City Build-out (including constrained areas open space in acres) 3. Net Developable Acreage (net of constrained areas in acres) (a)Land Use Code Land Use DescriptionRunoff Coeff Incr. (b)Billable Parcels (c)Infill GrowthConstrained Lands % (d) PLDA APLDA BPLDA CPLDA DCity Total PLDA APLDA BPLDA CPLDA DCity TotalCCommercial65% Yes Yes15% 0.9 7.680.2 1.11C/O/RMHCommunity Commercial/Professional & Related/Medium-High Density65% Yes Yes15% 159.0159 0CFCommunity Facilities (e)30% No No0% 0.8 3.3 0.8 18.9247.98CF/PCommunity Facilities/Private Schools (e)30% No No0% 15.916 0EElementary School30% No No0% 23.5 41.5 0.9 120.8187 0E/JElementary School/Junior High (e)30% No No0% 8.3 12.221 0GGovernmental Facilities65% No No0% 8.4 173.1 139.3321 0G/OGovernment Facilities/Office & Related Commercial (e)65% No No0% 2.220HHigh School30% No No0% 1.4 78.8 88.516933.834HCContinuation School30% No No0% 3.940JJunior High School30% No No0% 21.9 28.951 0LLocal Shopping Mall (e)65% Yes Yes15% 35.1 30.8 95.716217.6 39.957NNeighborhood Commercial65% Yes Yes15% 11.2 15.026 0OOffice & Related Commercial65% Yes Yes15% 6.5 2.9 9.4190.5 2.0 6.99O/PIOffice & Related Commercial/Planned Industrial (e)65% Yes Yes15% 31.9 62.995 0OSOpen Space0% No No100% 521 2,754 321 3,4927,0880.5 5.66PPrivate School30% Yes No15% 1.3 1.330PIPlanned Industrial65% Yes Yes15% 1,488.4 887.4 114.82,491328.9 12.6 0.2342PI/OPlanned Industrial/Office & Related65% Yes Yes15% 36.1 2.839 0RRegional Commercial65% Yes Yes15% 96.5 119.6 24.22401.9 40.542R/O/RMHRecreation Commercial/Office & Related Commercial/Medium-High Density (e)65% Yes Yes15% 19.920 0RHHigh Density Residential45% Yes Yes15% 13.0 161.0 5.9 119.83000.2 2.7 2.65RH/C/OHigh Density Residential/Community Commercial/Office and Related Comm50% Yes Yes15% 10.8114.04RH/L/CFHi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil (e)50% Yes Yes15% 28.328 0RH/OHigh Density Residential/ Office & Related Commercial50% Yes Yes15% 1.010RLLow Density Residential15% Yes Yes15% 4.5 275.1 11.2 427.07181.1 135.0 21.7158RLMLow-Medium Density Residential15% Yes Yes15% 876.6 2,971.2 291.9 3,824.97,96566.4 522.1 19.3 132.1740RMMedium Density Residential20% Yes Yes15% 221.8 460.2 376.0 1,383.22,4410.3 5.6 1.0 41.348RM/OMedium Density Residential/ Office & Related Commercial25% Yes Yes15% 10.1 2.7 2.115 0RMHMedium-High Density Residential30% Yes Yes15% 117.7 220.8 36.6 594.09692.1 7.9 16.026RMH/OMedium-High Density Residential/ Office & Related Commercial30% Yes Yes15% 9.6 10.0200.4 0.71RMH/T-RMedium-High Density Residential/Travel/Recreation Commercial30% Yes Yes15% 11.7124.95TCTransportation Corridor65% No No0% 67.2 150.9 84.0 152.0454 0T-RTravel/Recreation Commercial65% Yes Yes15% 2.4 121.4 220.9 107.64520.6 37.3 1.7 1.341T-R/CTravel/Recreation Commercial/Community Commercial65% Yes Yes15% 1.2 13.0 17.431 0T-R/LTravel/Recreation Commercial/Local Shopping Center (e)65% Yes Yes15% 0.0 28.028 0T-R/OTravel/Recreation Commercial/ Office & Related Commercial65% Yes Yes15% 0.0 7.5 10.9184.34T-R/O/OSTravel/Recreation Commercial/Office & Related Commercial/Open Space50% Yes Yes15% 99.6100 0T-R/RHTravel/Recreation Commercial/High Density (e)65% Yes Yes15% 1.5 5.370UPublic Utilities45% No No0% 0.8 130.0 28.4 9.7169 0UAUnplanned Areas0% No No0% 0.6 11.5 19.932 0VVillage65% Yes No15% 141.8 53.619513.3 3.016Total (acres or runoff units)2,268 9,339 2,578 10,923 25,108 87 1,147 39 276 1,549a. Source: AllBasin_GPLU.XLS 11/1/06. Areas assigned to multiple land uses are applied to the primary use (i.e. RLM/OS is reassigned RLM).b. Runoff coefficient source: McCuen, M. 1998 "Hydrologic Analysis and Design", p.377. The PLDA fees are based on incremental additional runoff coefficients above the existing runoff level of open space (20 percent).c. Under Municipal City code, publicly owned parcels (including city, county and school lands) cannot be charged PLDA fees when developed.d. Constrained land in parcels is constrained by subdivision and building codes from development. These constrained areas, as well as all open space, remain undeveloped, do not increase drainage requirements or require new facilities, and are not be billed as PLDA fees.e. Values are developed from similar land use types. Table 5-3 (continued)Land Development by PLDA4. Estimated Existing Development 5. Future Infill (residential, industrial and commercial #4 x Infill)Land Use Code Land Use Description PLDA APLDA BPLDA C PLDA DCity TotalPLDA APLDA BPLDA C PLDA DCity TotalCCommercial010 55 000 01C/O/RMHCommunity Commercial/Professional & Related/Medium-High Density0 0 0 123 123 0 0 0 12 12CFCommunity Facilities (c)131 1116 000 00CF/PCommunity Facilities/Private Schools (c)000 1616 000 00EElementary School23 41 1 121 187 0 0 0 0 0E/JElementary School/Junior High (c)8120 021 000 00GGovernmental Facilities8 173 139 0 321 0 0 0 0 0G/OGovernment Facilities/Office & Related Commercial (c)000 22 000 00HHigh School1 45 0 88 135 0 0 0 0 0HCContinuation School040 04 000 00JJunior High School0220 2951 000 00LLocal Shopping Mall (c)2780 3873 310 47NNeighborhood Commercial009 1220 001 12OOffice & Related Commercial500 16 000 01O/PIOffice & Related Commercial/Planned Industrial (c)02549 073 025 07OSOpen Space000 00 000 00PPrivate School110 02 000 00PIPlanned Industrial0 851 674 89 1,614 0 85 67 9 161PI/OPlanned Industrial/Office & Related0028 230 003 03RRegional Commercial73 56 19 0 147 7 6 2 0 15R/O/RMHRecreation Commercial/Office & Related Commercial/Medium-High Density (c)000 1515 000 22RHHigh Density Residential10 122 5 90 227 1 12 0 9 23RH/C/OHigh Density Residential/Community Commercial/Office and Related Comm050 05 000 00RH/L/CFHi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil (c)000 2222 000 22RH/OHigh Density Residential/ Office & Related Commercial000 11 000 00RLLow Density Residential3 90 9 310 411 0 9 1 31 41RLMLow-Medium Density Residential617 1,821 208 2,836 5,482 62 182 21 284 548RMMedium Density Residential171 350 290 1,031 1,842 17 35 29 103 184RM/OMedium Density Residential/ Office & Related Commercial802 212 100 01RMHMedium-High Density Residential89 163 28 444 725 9 16 3 44 73RMH/OMedium-High Density Residential/ Office & Related Commercial770 014 110 01RMH/T-RMedium-High Density Residential/Travel/Recreation Commercial000 55 000 00TCTransportation Corridor67 151 84 152 454 0 0 0 0 0T-RTravel/Recreation Commercial1 60 169 82 312 0 6 17 8 31T-R/CTravel/Recreation Commercial/Community Commercial0110 1324 001 12T-R/LTravel/Recreation Commercial/Local Shopping Center (c)000 2222 000 22T-R/OTravel/Recreation Commercial/ Office & Related Commercial065 010 010 01T-R/O/OSTravel/Recreation Commercial/Office & Related Commercial/Open Space7700 077 800 08T-R/RHTravel/Recreation Commercial/High Density (c)001 45 000 01UPublic Utilities1 130 28 10 169 0 0 0 0 0UAUnplanned Areas0111 2032 000 00VVillage107 43 0 0 150 0 0 0 0 0Total (acres or runoff units) 1,306 4,191 1,769 5,595 12,861 109 357 150 515 1,130 Table 5-4Land Use and Future Development by PLDA6. Total New Development (#3 & #5, acres) 7. Billable Developments (#1 & #6, acres)8. Gross New Runoff Loads (#6 x Coeff, Units billable & unbillable)Land Use Code Land Use DescriptionPLDA APLDA BPLDA CPLDA DCity Total PLDA A PLDA B PLDA C PLDA DCity TotalRunoff Coeff (Incr.) PLDA A PLDA B PLDA C PLDA DGrand Total UnitsC Commercial 0.0 0.2 0.0 1.6 2 0.0 0.2 0.0 1.6 2 65% 0.0 0.1 0.0 1.0 1C/O/RMH Community Commercial/Professional & Related/Medium-High Density 0.0 0.0 0.0 12.3 12 0.0 0.0 0.0 12.3 12 65% 0.0 0.0 0.0 8.0 8CF Community Facilities 0.0 0.0 0.0 7.9 8 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 2.4 2CF/P Community Facilities/Private Schools 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 0.0 0E Elementary School 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 0.0 0E/J Elementary School/Junior High 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 0.0 0G Governmental Facilities 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 65% 0.0 0.0 0.0 0.0 0G/O Government Facilities/Office & Related Commercial 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 65% 0.0 0.0 0.0 0.0 0H High School 0.0 33.8 0.0 0.0 34 0.0 0.0 0.0 0.0 0 30% 0.0 10.1 0.0 0.0 10HC Continuation School 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 0.0 0J Junior High School 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 0.0 0L Local Shopping Mall 2.7 18.4 0.0 43.6 65 2.7 18.4 0.0 43.6 65 65% 1.8 12.0 0.0 28.4 42N Neighborhood Commercial 0.0 0.0 0.9 1.2 2 0.0 0.0 0.9 1.2 2 65% 0.0 0.0 0.6 0.8 1O Office & Related Commercial 0.9 2.0 0.0 7.0 10 0.9 2.0 0.0 7.0 10 65% 0.6 1.3 0.0 4.5 6O/PI Office & Related Commercial/Planned Industrial 0.0 2.5 4.9 0.0 7 0.0 2.5 4.9 0.0 7 65% 0.0 1.6 3.2 0.0 5OS Open Space 0.5 5.6 0.0 0.0 6 0.0 0.0 0.0 0.0 0 0% 0.0 0.0 0.0 0.0 0P Private School 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 30% 0.0 0.0 0.0 0.0 0PI Planned Industrial 0.0 414.0 80.1 9.1 503 0.0 414.0 80.1 9.1 503 65% 0.0 269.1 52.0 5.9 327PI/O Planned Industrial/Office & Related 0.0 0.0 2.8 0.2 3 0.0 0.0 2.8 0.2 3 65% 0.0 0.0 1.8 0.1 2R Regional Commercial 9.2 46.1 1.9 0.0 57 9.2 46.1 1.9 0.0 57 65% 6.0 30.0 1.2 0.0 37R/O/RMH Recreation Commercial/Office & Related Commercial/Medium-High Density0.0 0.0 0.0 1.5 2 0.0 0.0 0.0 1.5 2 65% 0.0 0.0 0.0 1.0 1RH High Density Residential 1.2 14.9 0.5 11.6 28 1.2 14.9 0.5 11.6 28 45% 0.5 6.7 0.2 5.2 13RH/C/O High Density Residential/Community Commercial/Office and Related Comm0.0 4.5 0.0 0.0 5 0.0 4.5 0.0 0.0 5 50% 0.0 2.3 0.0 0.0 2RH/L/CF Hi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil 0.0 0.0 0.0 2.2 2 0.0 0.0 0.0 2.2 2 50% 0.0 0.0 0.0 1.1 1RH/O High Density Residential/ Office & Related Commercial 0.0 0.0 0.0 0.1 0 0.0 0.0 0.0 0.1 0 50% 0.0 0.0 0.0 0.0 0RL Low Density Residential 1.3 144.0 0.9 52.8 199 1.3 144.0 0.9 52.8 199 15% 0.2 21.6 0.1 7.9 30RLM Low-Medium Density Residential 128.1 704.3 40.1 415.6 1,288 128.1 704.3 40.1 415.6 1,288 15% 19.2 105.6 6.0 62.3 193RM Medium Density Residential 17.4 40.7 30.0 144.4 232 17.4 40.7 30.0 144.4 232 20% 3.5 8.1 6.0 28.9 46RM/O Medium Density Residential/ Office & Related Commercial 0.8 0.0 0.2 0.2 1 0.8 0.0 0.2 0.2 1 25% 0.2 0.0 0.1 0.0 0RMH Medium-High Density Residential 11.0 24.3 2.8 60.5 99 11.0 24.3 2.8 60.5 99 30% 3.3 7.3 0.8 18.1 30RMH/OMedium-High Density Residential/ Office & Related Commercial1.1 1.4 0.0 0.0 3 1.1 1.4 0.0 0.0 3 30% 0.3 0.4 0.0 0.0 1RMH/T-RMedium-High Density Residential/Travel/Recreation Commercial0.0 0.0 0.0 5.3 5 0.0 0.0 0.0 5.3 5 30% 0.0 0.0 0.0 1.6 2TCTransportation Corridor0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 65% 0.0 0.0 0.0 0.0 0T-RTravel/Recreation Commercial0.7 43.3 18.6 9.5 72 0.7 43.3 18.6 9.5 72 65% 0.5 28.1 12.1 6.1 47T-R/CTravel/Recreation Commercial/Community Commercial0.0 0.1 1.0 1.3 2 0.0 0.1 1.0 1.3 2 65% 0.0 0.1 0.7 0.9 2T-R/LTravel/Recreation Commercial/Local Shopping Center 0.0 0.0 0.0 2.2 2 0.0 0.0 0.0 2.2 2 65% 0.0 0.0 0.0 1.4 1T-R/OTravel/Recreation Commercial/ Office & Related Commercial0.0 0.6 4.7 0.0 5 0.0 0.6 4.7 0.0 5 65% 0.0 0.4 3.1 0.0 3T-R/O/OSTravel/Recreation Commercial/Office & Related Commercial/Open Space7.7 0.0 0.0 0.0 8 7.7 0.0 0.0 0.0 8 50% 3.8 0.0 0.0 0.0 4T-R/RHTravel/Recreation Commercial/High Density 0.0 0.0 0.1 0.4 1 0.0 0.0 0.1 0.4 1 65% 0.0 0.0 0.1 0.3 0UPublic Utilities0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 45% 0.0 0.0 0.0 0.0 0UAUnplanned Areas0.0 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 0VVillage13.3 3.0 0.0 0.0 16 13.3 3.0 0.0 0.0 16 65% 8.6 1.9 0.0 0.0 11Total (acres or runoff units) 196 1,504 189 790 2,679 195 1,464 189 782 2,631 49 507 88 186 829Percent Billable to Total Developments 100% 97% 100% 99% 98% 243 2,534 440 930 4,146The planning period for the Drainage Master Plan is limited to the period defined for the scheduled development projects. Net Billable RM Acres: 243 2,483 440 918 4,084Residential RM Acres: 136 760 66 626 1,589Res as % of Total Billable: 56% 31% 15% 68% 39%Gross RM Table 5-5 Total PLDA-Related Balances, Costs & Payments Description PLDA A PLDA B PLDA C PLDA D Net from Each PLDA New Development Projects $1,953,719 $12,727,555 $4,775,649 $2,473,462 $21,930,385 Less Differential Due on Net Fees with Deposits ($168,978) ($168,978) Less PLDA Fund Balance ($248,868) ($5,904,161) ($3,654,456) ($224,886) ($10,032,371) Unfunded Costs within each PLDA $1,704,851 $6,654,417 $1,121,193 $2,248,576 $11,729,037 Less Project Costs in Public Lands $0 $132,954 ($0) $28,540 $161,495 Total Costs to be Recovered from Future PLDA Fees $1,704,851 $6,521,462 $1,121,193 $2,220,036 $11,567,542 Proceeds from Future PLDA Fees $1,704,851 $6,521,462 $1,121,193 $2,220,036 $11,567,542 Table 5-6Project Costs Allocated to Land Uses by PLDA9. Allocated Project Costs (spread based on #8)10. Project Costs Recovered from Billable Parcels (#1 Billable and #9) (a)Land Use Code Land Use Description PLDA A PLDA B PLDA C PLDA D Grand Total PLDA A PLDA B PLDA C PLDA D TotalC Commercial$0 $1,963 $0 $12,442 $14,406 $0 $1,963 $0 $12,442 $14,406C/O/RMH Community Commercial/Professional & Related/Medium-High Density $0 $0 $0 $96,516 $96,516 $0 $0 $0 $96,516 $96,516CF Community Facilities $0 $0 $0 $28,540 $28,540 $0 $0 $0 $0 $0CF/P Community Facilities/Private Schools $0 $0 $0 $0 $0 $0 $0 $0 $0 $0E Elementary School $0 $0 $0 $0 $0 $0 $0 $0 $0 $0E/J Elementary School/Junior High $0 $0 $0 $0 $0 $0 $0 $0 $0 $0G Governmental Facilities $0 $0 $0 $0 $0 $0 $0 $0 $0 $0G/O Government Facilities/Office & Related Commercial $0 $0 $0 $0 $0 $0 $0 $0 $0 $0H High School$0 $132,954 $0 $0 $132,954 $0 $0 $0 $0 $0HC Continuation School $0 $0 $0 $0 $0 $0 $0 $0 $0 $0J Junior High School $0 $0 $0 $0 $0 $0 $0 $0 $0 $0L Local Shopping Mall $61,924 $157,100 $0 $342,731 $561,754 $61,924 $157,100 $0 $342,731 $561,754N Neighborhood Commercial $0 $0 $7,179 $9,107 $16,286 $0 $0 $7,179 $9,107 $16,286O Office & Related Commercial $20,941 $17,285 $0 $54,784 $93,010 $20,941 $17,285 $0 $54,784 $93,010O/PI Office & Related Commercial/Planned Industrial $0 $21,039 $40,307 $0 $61,345 $0 $21,039 $40,307 $0 $61,345OS Open Space$0 $0 $0 $0 $0 $0 $0 $0 $0 $0P Private School $0 $0 $0 $0 $0 $0 $0 $0 $0 $0PI Planned Industrial $0 $3,533,526 $663,509 $71,436 $4,268,471 $0 $3,533,526 $663,509 $71,436 $4,268,471PI/O Planned Industrial/Office & Related $0 $0 $23,099 $1,692 $24,791 $0 $0 $23,099 $1,692 $24,791R Regional Commercial $209,525 $393,462 $15,465 $0 $618,452 $209,525 $393,462 $15,465 $0 $618,452R/O/RMHRecreation Commercial/Office & Related Commercial/Medium-High Density $0 $0 $0 $12,099 $12,099 $0 $0 $0 $12,099 $12,099RHHigh Density Residential$18,631 $88,079 $2,630 $63,050 $172,391 $18,631 $88,079 $2,630 $63,050 $172,391RH/C/OHigh Density Residential/Community Commercial/Office and Related Comm$0 $29,603 $0 $0 $29,603 $0 $29,603 $0 $0 $29,603RH/L/CFHi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil $0 $0 $0 $13,210 $13,210 $0 $0 $0 $13,210 $13,210RH/OHigh Density Residential/ Office & Related Commercial$0 $0 $0 $483 $483 $0 $0 $0 $483 $483RLLow Density Residential$7,062 $283,682 $1,651 $95,669 $388,065 $7,062 $283,682 $1,651 $95,669 $388,065RLMLow-Medium Density Residential$674,998 $1,387,191 $76,729 $753,599 $2,892,517 $674,998 $1,387,191 $76,729 $753,599 $2,892,517RMMedium Density Residential$122,514 $106,826 $76,413 $349,150 $654,903 $122,514 $106,826 $76,413 $349,150 $654,903RM/OMedium Density Residential/ Office & Related Commercial$6,859 $0 $658 $495 $8,012 $6,859 $0 $658 $495 $8,012RMHMedium-High Density Residential$115,878 $95,545 $10,803 $219,243 $441,469 $115,878 $95,545 $10,803 $219,243 $441,469RMH/OMedium-High Density Residential/ Office & Related Commercial$11,616 $5,654 $0 $0 $17,270 $11,616 $5,654 $0 $0 $17,270RMH/T-RMedium-High Density Residential/Travel/Recreation Commercial$0 $0 $0 $19,291 $19,291 $0 $0 $0 $19,291 $19,291TCTransportation Corridor$0 $0 $0 $0 $0 $0 $0 $0 $0 $0T-RTravel/Recreation Commercial$17,073 $369,433 $154,278 $74,276 $615,060 $17,073 $369,433 $154,278 $74,276 $615,060T-R/CTravel/Recreation Commercial/Community Commercial$0 $765 $8,311 $10,539 $19,616 $0 $765 $8,311 $10,539 $19,616T-R/LTravel/Recreation Commercial/Local Shopping Center $0 $0 $17 $17,029 $17,045 $0 $0 $17 $17,029 $17,045T-R/OTravel/Recreation Commercial/ Office & Related Commercial$66 $4,959 $39,214 $0 $44,240 $66 $4,959 $39,214 $0 $44,240T-R/O/OSTravel/Recreation Commercial/Office & Related Commercial/Open Space$135,173 $0 $0 $0 $135,173 $135,173 $0 $0 $0 $135,173T-R/RHTravel/Recreation Commercial/High Density $0 $0 $930 $3,193 $4,123 $0 $0 $930 $3,193 $4,123UPublic Utilities$0 $0 $0 $0 $0 $0 $0 $0 $0 $0UAUnplanned Areas$0 $0 $0 $0 $0 $0 $0 $0 $0 $0VVillage$302,591 $25,350 $0 $0 $327,941 $302,591 $25,350 $0 $0 $327,941Total (acres or runoff units) $1,704,851 $6,654,417 $1,121,193 $2,248,576 $11,729,037 $1,704,851 $6,521,462 $1,121,193 $2,220,036 $11,567,542Percent Billable to Project Costs 100% 98% 99% 99%Values provided herein follow from Table 5-7.a. Under Municipal City code, publicly owned parcels (including city, county and school lands) cannot be charged PLDA fees when developed. Table 5-7PLDA Fee CalculationsUpdated PLDA FeesDescription PLDA A PLDA B PLDA C PLDA D TotalBillable Acres (by runoff level)Low 129 848 41 468 1,487Medium 39 86 33 224 383High 27 530 115 90 762Total 195 1,464 189 782 2,631Total Developable Area 196 1,504 189 790 2,679Less Unbillable Areas (a) 0 39 0 8 48Total Billable Acres 195 1,464 189 782 2,631Total Billable Equivalent RM Acres 243 2,483 440 918 4,084Billable Project Costs (2006 Costs, by runoff level)Low $682,060 $1,670,873 $78,380 $849,269 $3,280,582Medium $410,671 $325,708 $90,504 $664,923 $1,491,805High $612,120 $4,524,882 $952,308 $705,845 $6,795,155Total $1,704,851 $6,521,462 $1,121,193 $2,220,036 $11,567,542Un-recovered Project Costs $0 $132,954 $0 $28,540 $161,495Updated PLDA Fees ($/Acre, by runoff level with current fee as minimum)AverageLow $5,270 $1,970 $1,912 $1,813 $2,206Medium $10,480 $3,797 $2,705 $2,966 $3,899High $22,837 $8,535 $8,287 $7,857 $8,921RM: Residential Medium Density developmenta. Under California Government Code, development extractions (PLDA fees) must be based on the nexus between the drainage loads from a land use type and the cost of facilities collecting and channeling those loads. Under Municipal City code, publicly owned parcels (including city, county and district lands) cannot be charged PLDA fees. As such, the PLDA fees cannot be based on recovering project costs allocated to these land use types. Table 5-8PLDA Fee Comparison SummaryAffected AreasAffected Dwellings PLDA FeesDescription (acres) (DUs) PLDA A PLDA B PLDA C PLDA D AverageCurrent PLDA Fees ($/Acre, effective 06/24/2008, by runoff level)Low$2,208 $4,748 $3,549 $49$3,014High$3,614 $7,767 $5,809 $79$6,419Updated PLDA Fees ($/Acre by runoff level, with minimums)Low$5,270 $1,970 $1,912 $1,813 $2,206Medium$10,480 $3,797 $2,705 $2,966 $3,899High$22,837 $8,535 $8,287 $7,857 $8,921Changes in PLDA Fees (weighted)Low 1,522 5,524 $1,009 ($829) ($352) $534 ($191)High 133 1,796 $1,132 ($350) ($427) $468 ($276)Current PLDA Fees per Residential Household ($ per dwelling unit) (a)RLM low-medium density housing with 3.2 DUs/acre (Low Runoff)1,288 4,122$690 $1,484 $1,109 $15 $942RM medium density housing (Low Runoff)234 1,402$368 $791 $592 $8 $502RMH medium-high density housing with 11.5 DUs/acre (High Runoff)99 1,133$602 $1,295 $968 $13 $1,070RH High density housing with 19 DUs/ acre (High Runoff)35 663$190 $409 $306 $4 $338Updated PLDA Fees per Residential Household ($ per dwelling unit) (a)RLM low-medium density housing with 3.2 DUs/acre (Low Runoff)1,2884,122$1,647 $616 $598 $567 $689RM medium density housing (Runoff Levels: old Low -proposed Medium)2341,402$1,747 $633 $451 $494 $650RMH medium-high density housing with 11.5 DUs/acre (Runoff old High -- proposed Medium)991,133$1,747 $633 $451 $494 $650RH High density housing with 19 DUs/ acre (Runoffs: old High -- proposed High)35663$1,202 $449 $436 $414 $470a. The housing densities are based on the growth control point densities of the 2000 General Plan Table 37. Appendix A2008 Planned Land Development Characteristics by PLDAParcel CharacteristicsNet Scheduled Development (excd constrained land, acres) Planned Billable Developments (a)Land Use Code Land Use DescriptionRunoff Coeff (Incr.)Billable ParcelsInfill GrowthConstrained Lands (%)PLDA APLDA BPLDA CPLDA DCity TotalPLDA APLDA BPLDA CPLDA DGrand Total UnitsCCommercial65% Yes Yes 15% 0.0 0.2 0.0 1.1 1 0.0 0.2 0.0 1.1 1C/O/RMHCommunity Commercial/Professional & Related/Medium-High Density65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0CFCommunity Facilities 30% No No 0% 0.0 0.0 0.0 7.9 8 0.0 0.0 0.0 0.0 0CF/PCommunity Facilities/Private Schools 30% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0EElementary School30% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0E/JElementary School/Junior High 30% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0GGovernmental Facilities65% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0G/OGovernment Facilities/Office & Related Commercial 65% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0HHigh School30% No No 0% 0.0 33.8 0.0 0.0 34 0.0 0.0 0.0 0.0 0HCContinuation School30% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0JJunior High School30% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0LLocal Shopping Mall 65% Yes Yes 15% 0.0 17.6 0.0 39.9 57 0.0 17.6 0.0 39.9 57NNeighborhood Commercial65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0OOffice & Related Commercial65% Yes Yes 15% 0.5 2.0 0.0 6.9 9 0.5 2.0 0.0 6.9 9O/PIOffice & Related Commercial/Planned Industrial 65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0OSOpen Space0% No No 100% 0.5 5.6 0.0 0.0 6 0.0 0.0 0.0 0.0 0PPrivate School30% Yes No 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0PIPlanned Industrial65% Yes Yes 15% 0.0 328.9 12.6 0.2 342 0.0 328.9 12.6 0.2 342PI/OPlanned Industrial/Office & Related65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0RRegional Commercial65% Yes Yes 15% 1.9 40.5 0.0 0.0 42 1.9 40.5 0.0 0.0 42R/O/RMHRecreation Commercial/Office & Related Commercial/Medium-High Density 65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0RHHigh Density Residential45% Yes Yes 15% 0.2 2.7 0.0 2.6 5 0.2 2.7 0.0 2.6 5RH/C/OHigh Density Residential/Community Commercial/Office and Related Comm50% Yes Yes 15% 0.0 4.0 0.0 0.0 4 0.0 4.0 0.0 0.0 4RH/L/CFHi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil 50% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0RH/OHigh Density Residential/ Office & Related Commercial50% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0RLLow Density Residential15% Yes Yes 15% 1.1 135.0 0.0 21.7 158 1.1 135.0 0.0 21.7 158RLMLow-Medium Density Residential15% Yes Yes 15% 66.4 522.1 19.3 132.1 740 66.4 522.1 19.3 132.1 740RMMedium Density Residential20% Yes Yes 15% 0.3 5.6 1.0 41.3 48 0.3 5.6 1.0 41.3 48RM/OMedium Density Residential/ Office & Related Commercial25% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0RMHMedium-High Density Residential30% Yes Yes 15% 2.1 7.9 0.0 16.0 26 2.1 7.9 0.0 16.0 26RMH/OMedium-High Density Residential/ Office & Related Commercial30% Yes Yes 15% 0.4 0.7 0.0 0.0 1 0.4 0.7 0.0 0.0 1RMH/T-RMedium-High Density Residential/Travel/Recreation Commercial30% Yes Yes 15% 0.0 0.0 0.0 4.9 5 0.0 0.0 0.0 4.9 5TCTransportation Corridor65% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0T-RTravel/Recreation Commercial65% Yes Yes 15% 0.6 37.3 1.7 1.3 41 0.6 37.3 1.7 1.3 41T-R/CTravel/Recreation Commercial/Community Commercial65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0T-R/LTravel/Recreation Commercial/Local Shopping Center 65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0T-R/OTravel/Recreation Commercial/ Office & Related Commercial65% Yes Yes 15% 0.0 0.0 4.3 0.0 4 0.0 0.0 4.3 0.0 4T-R/O/OSTravel/Recreation Commercial/Office & Related Commercial/Open Space50% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0T-R/RHTravel/Recreation Commercial/High Density 65% Yes Yes 15% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0UPublic Utilities45% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0UAUnplanned Areas0% No No 0% 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0VVillage65% Yes No 15% 13.3 3.0 0.0 0.0 16 13.3 3.0 0.0 0.0 16Total (acres or runoff units)87 1,147 39 276 1,549 87 1,108 39 268 1,50199% 97% 100% 97% 97%a. Values exclude unbillable parcels.Percent Billable to Total DevelopmentsPlanned Development (RM Equiv Acres, 2006) (a) Appendix B Runoff Coefficients for Different Land Use Types Land Use Description Land Use Code Incremental Additional Runoff Coefficient (a) Base Runoff Coefficient (b) Commercial C 65% 85% Community Commercial/Professional & Related/Medium-High Density C/O/RMH 65% 85% Community Facilities (b) CF 30% 50% Community Facilities/Private Schools (b) CF/P 30% 50% Continuation School HC 30% 50% Elementary School E 30% 50% Elementary School/Junior High (b) E/J 30% 50% Government Facilities/Office & Related Commercial (b) G/O 65% 85% Governmental Facilities G 65% 85% Hi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil (b)RH/L/CF 50% 70% High Density Residential RH 45% 65% High Density Residential/ Office & Related Commercial RH/O 50% 70% High Density Residential/Community Commercial/Office and Related Comm RH/C/O 50% 70% High School H 30% 50% Junior High School J 30% 50% Local Shopping Mall (b) L 65% 85% Low Density Residential RL 15% 35% Low-Medium Density Residential RLM 15% 35% Medium Density Residential RM 20% 40% Medium Density Residential/ Office & Related Commercial RM/O 25% 45% Medium-High Density Residential RMH 30% 50% Medium-High Density Residential/ Office & Related Commercial RMH/O 30% 50% Medium-High Density Residential/Travel/Recreation Commercial RMH/T-R 30% 50% Neighborhood Commercial N 65% 85% Office & Related Commercial O 65% 85% Office & Related Commercial/Planned Industrial (b) O/PI 65% 85% Open Space (e) OS 0% 20% Planned Industrial PI 65% 85% Planned Industrial/Office & Related PI/O 65% 85% Private School P 30% 50% Public Utilities U 45% 65% Recreation Commercial/Office & Related Commercial/Medium-High Density (b) R/O/RMH 65% 85% Regional Commercial R 65% 85% Transportation Corridor TC 65% 85% Travel/Recreation Commercial T-R 65% 85% Travel/Recreation Commercial/ Office & Related Commercial T-R/O 65% 85% Travel/Recreation Commercial/Community Commercial T-R/C 65% 85% Travel/Recreation Commercial/High Density (b) T-R/RH 65% 85% Travel/Recreation Commercial/Local Shopping Center (b) T-R/L 65% 85% Travel/Recreation Commercial/Office & Related Commercial/Open Space T-R/O/OS 50% 70% Unplanned Areas UA 0% 20% Village V 65% 85% a. Runoff coefficient source: McCuen, M. 1998 "Hydrologic Analysis and Design", p.377. The PLDA fees are based on incremental additional runoff coefficients above the existing runoff level of open space (20 percent). b. Runoff coefficient values are based on similar land use types. Appendix CFee Categories and Cost AllocationsLand Use DescriptionLand Use CodeOpen Space OSUnplanned Areas UALow Density Residential RLLow-Medium Density Residential RLMLow Runoff Weighted Runoff CoefficientMedium Density Residential RMMedium Density Residential/ Office & Related Commercial RM/OCommunity Facilities CFCommunity Facilities/Private Schools CF/PContinuation School (a) HCElementary School (a) EElementary School/Junior High E/JHigh School (a) HJunior High School (a) JPrivate School (re-ranked from low runoff) PMedium-High Density Residential/ Office & Related Commercial RMH/OMedium-High Density Residential/Travel/Recreation Commercial RMH/T-RMedium-High Density Residential RMHHigh Density Residential RHPublic UtilitiesUHi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil RH/L/CFHigh Density Residential/ Office & Related Commercial RH/OHigh Density Residential/Community Commercial/Office and Related CRH/C/OTravel/Recreation Commercial/Office & Related Commercial/Open SpT-R/O/OSMedium Runoff CoefficientCommercial CCommunity Commercial/Professional & Related/Medium-High Density C/O/RMHGovernment Facilities/Office & Related Commercial G/OGovernmental Facilities (a) GLocal Shopping Mall LNeighborhood Commercial NOffice & Related Commercial OOffice & Related Commercial/Planned Industrial O/PIPlanned Industrial PIPlanned Industrial/Office & Related PI/ORecreation Commercial/Office & Related Commercial/Medium-High D R/O/RMHRegional Commercial RTransportation Corridor (a) TCTravel/Recreation Commercial T-RTravel/Recreation Commercial/ Office & Related Commercial T-R/OTravel/Recreation Commercial/Community Commercial T-R/CTravel/Recreation Commercial/High Density T-R/RHTravel/Recreation Commercial/Local Shopping Center T-R/LVillage VHigh Runoff Weighted Average Runoff Coefficienta. In 1992 these land use types were considered no-fee areas and were not categd. Current PLDA fee category source: Master Drainage and Storm Water Quality PLDA fee category definitions: Low/Medium/High Runoff Potential - L/M/HBuildable Areas (acres)PLDA Fee Category (d) PLDA A PLDA B PLDA C PLDA DCitywide AcresMax Inc RunoffPLDA A Billable AcresPLDA B Billable AcresPLDA C Billable AcresPLDA D Billable AcresTotal Billable AcresL0600 6 0.0 0.0 0.0 0.0 0.0L0000 0 0.0 0.0 0.0 0.0 0.0L1 135 0 22 158 1.3 144.0 0.9 52.8 199.0L66 522 19 132 740 128.1 704.3 40.1 415.6 1,288.1Low 15% 15% 15% 15% 15% 15%M0 6 1 41 48 17.4 40.7 30.0 144.4 232.5M 0000 0 0.8 0.0 0.2 0.2 1.2M 0008 8 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 0.0 0.0M 0 34 0 0 34 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 0.0 0.0M 0100 1 1.1 1.4 0.0 0.0 2.5M 0005 5 0.0 0.0 0.0 5.3 5.3M 2 8 0 16 26 11.0 24.3 2.8 60.5 98.5M 0303 5 1.214.9 0.5 11.6 28.1M 0000 0 0.0 0.0 0.0 0.0 0.0M 0000 0 0.0 0.0 0.0 2.2 2.2M 0000 0 0.0 0.0 0.0 0.1 0.1M 0400 4 0.0 4.5 0.0 0.0 4.5M 0000 0 7.7 0.0 0.0 0.0 7.7Medium 28% 31% 17% 25% 28% 50%H0 0.2 0 1 1 0.0 0.2 0.0 1.6 1.8H 0000 0 0.0 0.0 0.012.3 12.3H 0000 0 0.0 0.0 0.0 0.0 0.0H 0000 0 0.0 0.0 0.0 0.0 0.0H 0 18 0 40 57 2.7 18.4 0.0 43.6 64.7H0000 0 0.0 0.0 0.9 1.2 2.0H 0207 9 0.9 2.0 0.0 7.0 9.9H 0000 0 0.0 2.5 4.9 0.0 7.3H 0 329 13 0 342 0.0 414.0 80.1 9.1 503.1H0000 0 0.0 0.0 2.8 0.2 3.0H 0000 0 0.0 0.0 0.0 1.5 1.5H 2 41 0 0 42 9.2 46.1 1.9 0.0 57.1H 0000 0 0.0 0.0 0.0 0.0 0.0H 1 37 2 1 41 0.7 43.3 18.6 9.5 72.1H 0040 4 0.0 0.6 4.7 0.0 5.3H 0000 0 0.0 0.1 1.0 1.3 2.4H 0000 0 0.0 0.0 0.1 0.4 0.5H 0000 0 0.0 0.0 0.0 2.2 2.2H 13 3 0 0 16 13.3 3.0 0.0 0.0 16.2High 65% 65% 65% 65% 65% 65%195.4 1,464.2 189.4 782.4 2,631.4, Table 4-3, 1994 Appendix CFee Categories and Cost AllocationsLand Use DescriptionLand Use CodeOpen Space OSUnplanned Areas UALow Density Residential RLLow-Medium Density Residential RLMLow Runoff Weighted Runoff CoefficientMedium Density Residential RMMedium Density Residential/ Office & Related Commercial RM/OCommunity Facilities CFCommunity Facilities/Private Schools CF/PContinuation School (a) HCElementary School (a) EElementary School/Junior High E/JHigh School (a) HJunior High School (a) JPrivate School (re-ranked from low runoff) PMedium-High Density Residential/ Office & Related Commercial RMH/OMedium-High Density Residential/Travel/Recreation Commercial RMH/T-RMedium-High Density Residential RMHHigh Density Residential RHPublic UtilitiesUHi Dens Res/Affordable Housing/Local Shop Ctr/Comm Facil RH/L/CFHigh Density Residential/ Office & Related Commercial RH/OHigh Density Residential/Community Commercial/Office and Related CRH/C/OTravel/Recreation Commercial/Office & Related Commercial/Open SpT-R/O/OSMedium Runoff CoefficientCommercial CCommunity Commercial/Professional & Related/Medium-High Density C/O/RMHGovernment Facilities/Office & Related Commercial G/OGovernmental Facilities (a) GLocal Shopping Mall LNeighborhood Commercial NOffice & Related Commercial OOffice & Related Commercial/Planned Industrial O/PIPlanned Industrial PIPlanned Industrial/Office & Related PI/ORecreation Commercial/Office & Related Commercial/Medium-High D R/O/RMHRegional Commercial RTransportation Corridor (a) TCTravel/Recreation Commercial T-RTravel/Recreation Commercial/ Office & Related Commercial T-R/OTravel/Recreation Commercial/Community Commercial T-R/CTravel/Recreation Commercial/High Density T-R/RHTravel/Recreation Commercial/Local Shopping Center T-R/LVillage VHigh Runoff Weighted Average Runoff Coefficienta. In 1992 these land use types were considered no-fee areas and were not categd. Current PLDA fee category source: Master Drainage and Storm Water Quality PLDA fee category definitions: Low/Medium/High Runoff Potential - L/M/HBilling Fee Categories -- Billable CostsPLDA A CostsPLDA B CostsPLDA C CostsPLDA D CostsTotal Billable Costs$0 $0 $0 $0 $0$0 $0 $0 $0 $0$7,062 $283,682 $1,651 $95,669 $388,065$674,998 $1,387,191 $76,729 $753,599 $2,892,517$122,514 $106,826 $76,413 $349,150 $654,903$6,859 $0 $658 $495 $8,012$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 $0$0 $0 $0 $0 $0$11,616 $5,654 $0 $0 $17,270$0 $0 $0 $19,291 $19,291$115,878 $95,545 $10,803 $219,243 $441,469$18,631 $88,079 $2,630 $63,050 $172,391$0 $0 $0 $0 $0$0 $0 $0 $13,210 $13,210$0 $0 $0 $483 $483$0 $29,603 $0 $0 $29,603$135,173 $0 $0 $0 $135,173$0 $1,963 $0 $12,442 $14,406$0 $0 $0 $96,516 $96,516$0 $0 $0 $0 $0$0 $0 $0 $0 $0$61,924 $157,100 $0 $342,731 $561,754$0 $0 $7,179 $9,107 $16,286$20,941 $17,285 $0 $54,784 $93,010$0 $21,039 $40,307 $0 $61,345$0 $3,533,526 $663,509 $71,436 $4,268,471$0 $0 $23,099 $1,692 $24,791$0 $0 $0 $12,099 $12,099$209,525 $393,462 $15,465 $0 $618,452$0 $0 $0 $0 $0$17,073 $369,433 $154,278 $74,276 $615,060$66 $4,959 $39,214 $0 $44,240$0 $765 $8,311 $10,539 $19,616$0 $0 $930 $3,193 $4,123$0 $0 $17 $17,029 $17,045$302,591 $25,350 $0 $0 $327,941Summary of Costs by Runoff CategoryL$682,060 $1,670,873 $78,380 $849,269 $3,280,582M$410,671 $325,708 $90,504 $664,923 $1,491,805H$612,120 $4,524,882 $952,308 $705,845 $6,795,155$1,704,851 $6,521,462 $1,121,193 $2,220,036 $11,567,542