|
V
<br />PARTIAL PAYMENT ESTIMATE
<br />NUMBERI
<br />Name of Contractor: DeChantal Excavating
<br />12209 State Highway 18
<br />Brainerd, MN 56401
<br />Name of Owner: City of Pequot Lakes
<br />4638 County Road 11
<br />Peguot Lakes, MN 56472
<br />Date of Completion:
<br />Amount of Contract
<br />Dates of Estimate:
<br />Original: August 27, 2010 - Substantial
<br />Original: $149,233.43
<br />From: Start
<br />September 24, 2010 - Final
<br />Revised: N/A
<br />Revised: $151,596.61 Chan a Order #1 & #2
<br />To: July 26, 2010
<br />Description of Project 2010 West Lake Street Improvements - Pequot Lakes, MN
<br />WSN No 013080043
<br />CONTRi[CT
<br />ITEMS
<br />TW
<br />.PHRfOD
<br />TOTltL TO
<br />RATE
<br />ITIII
<br />t'[EM DESCRIPTION
<br />:QTY
<br />vNIT
<br />:':ilNTf
<br />AMOUNT: -
<br />QTY
<br />AMOUN:T.
<br />QTY..:
<br />AMOUNT
<br />NO
<br />PRICE ...
<br />1
<br />MOBILIZATION
<br />1
<br />LUMP SUM
<br />$3,975.00
<br />$3,975.00
<br />1
<br />$3,975.00
<br />1
<br />$3,975.00
<br />2
<br />REMOVE SEWER PIPE (STORM)
<br />69
<br />LIN FT
<br />$3.50
<br />$241.50
<br />69
<br />$241.50
<br />69
<br />$241.50
<br />3
<br />REMOVE WATER SERVICE PIPE
<br />96
<br />LIN FT
<br />$1.00
<br />$96.00
<br />96
<br />$96.00
<br />96
<br />$96.00
<br />4
<br />REMOVE BITUMINOUS PAVEMENT
<br />3300
<br />SO YD
<br />$1.54
<br />$5,082.00
<br />3500
<br />$5,390.00
<br />3500
<br />$5,390.00
<br />5
<br />REMOVE CURB STOP
<br />3
<br />EACH
<br />$25.00
<br />$75.00
<br />3
<br />$75.00
<br />3
<br />$75.00
<br />6
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />560
<br />LIN FT
<br />$1.85
<br />$1,036.00
<br />$0.00
<br />$0.00
<br />7
<br />COMMON EXCAVATION (P)
<br />40
<br />CU YD
<br />$19.00
<br />$760.00
<br />$0.00
<br />$0.00
<br />8
<br />SELECT GRANULAR BORROW (CV)
<br />920
<br />CU YD
<br />$6.60
<br />$6,072.00
<br />$0.00
<br />$0.00
<br />9
<br />TOPSOIL BORROW (CV)
<br />120
<br />CU YD
<br />$15.50
<br />$1,860.00
<br />$0.00
<br />$0.00
<br />10
<br />STREET SWEEPER (WITH PICKUP BROOM)
<br />8
<br />HOUR
<br />$90.00
<br />$720.00
<br />$0.00
<br />$0.00
<br />11
<br />AGGREGATE BASE (CV) CLASS 5
<br />468
<br />CU YD
<br />$17.45
<br />$8,166.60
<br />$0.00
<br />$0.00
<br />12
<br />TYPE SP 12.5 WEARING COURSE MIXTURE (2,B)
<br />620
<br />TON
<br />$53.09
<br />$32,915.80
<br />$0.00
<br />$0.00
<br />13
<br />12" RC SAFETY APRON AND GRATE DESIGN 3128
<br />1
<br />EACH
<br />$1,373.42
<br />$1,373.42
<br />1
<br />$1,373.42
<br />1
<br />$1,373.42
<br />14
<br />15" RC SAFETY APRON AND GRATE DESIGN 3128
<br />1
<br />EACH
<br />$1,251.79
<br />$1,251.79
<br />1
<br />$1,251.79
<br />1
<br />$1,251.79
<br />15
<br />12" RC PIPE SEWER
<br />697
<br />LIN FT
<br />$19.01
<br />$13,249.97
<br />697
<br />$13,249.97
<br />697
<br />$13,249.97
<br />16
<br />15" RC PIPE SEWER
<br />32
<br />LIN FT
<br />$21.69
<br />$694.08
<br />32
<br />$694.08
<br />32
<br />$694.08
<br />17
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SD - 4E
<br />23
<br />LIN FT
<br />$320.29
<br />$7,398.70
<br />23.1
<br />$7,398.70
<br />23.1
<br />$7,398.70
<br />18
<br />CASTING ASSEMBLY (STORM SEWER)
<br />7
<br />EACH
<br />$861.00
<br />$6,027.00
<br />$0.00
<br />$0.00
<br />19
<br />CONCRETE RETAINING WALL
<br />132
<br />LIN FT
<br />$32.28
<br />$4,260.96
<br />$0.00
<br />$0.00
<br />20
<br />4" CONCRETE WALK
<br />6048
<br />SO FT
<br />$2.23
<br />$13,487.04
<br />$0.00
<br />$0.00
<br />21
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />1199
<br />LIN FT
<br />$8.38
<br />$10,047.62
<br />$0.00
<br />$0.00
<br />22
<br />PEDESTRIAN CURB RAMP
<br />3
<br />EACH
<br />$456.00
<br />$1,368.00
<br />$0.00
<br />$0.00
<br />23
<br />8" CONCRETE VALLEY GUTTER
<br />62
<br />SO YD
<br />$38.50
<br />$2,387.00
<br />$0.00
<br />$0.00
<br />24
<br />TRAFFIC CONTROL
<br />1
<br />LUMP SUM
<br />$950.00
<br />$950.00
<br />1
<br />$950.00
<br />1
<br />$950.00
<br />25
<br />SILT FENCE, TYPE MACHINE SLICED
<br />540
<br />LIN FT
<br />$2.50
<br />$1,350.00
<br />475
<br />$1,187.50
<br />475
<br />$1,187.50
<br />26
<br />EROSION CONTROL BLANKET CATEGORY 1
<br />664
<br />SQ YD
<br />$2.00
<br />$1,328.00
<br />$0.00
<br />$0.00
<br />27
<br />STORM DRAIN INLET PROTECTION TYPE 2
<br />7
<br />EACH
<br />$50.00
<br />$350.00
<br />$0.00
<br />$0.00
<br />28
<br />EROSION CONTROL SUPERVISOR
<br />1
<br />LUMP SUM
<br />$390.00
<br />$390.00
<br />1
<br />$390.00
<br />1
<br />$390.00
<br />29
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />3
<br />EACH
<br />$285.00
<br />$855.00
<br />1
<br />$285.00
<br />1
<br />$285.00
<br />30
<br />SEDIMENT REMOVAL
<br />8
<br />HOUR
<br />$115.00
<br />$920.00
<br />$0.00
<br />$0.00
<br />31
<br />SEEDING (TEMPORARY)
<br />0
<br />ACRE
<br />$1.00
<br />$0.20
<br />$0.00
<br />$0.00
<br />32
<br />SEEDING (PERMANENT)
<br />0
<br />ACRE
<br />$3,000.00
<br />$600.00
<br />$0.00
<br />$0.00
<br />33
<br />SEED MIXTURE 150 (TEMPORARY)
<br />10
<br />LBS
<br />$1.00
<br />$10.00
<br />$0.00
<br />$0.00
<br />34
<br />SEED MIXTURE 260 (PERMANENT)
<br />80
<br />LBS
<br />$3.00
<br />$240.00
<br />$0.00
<br />$0.00
<br />35
<br />MULCH MATERIAL TYPE 1 (TEMPORARY)
<br />0
<br />TON
<br />$10.00
<br />$3.00
<br />$0.00
<br />$0.00
<br />36
<br />MULCH MATERIAL TYPE 1 (PERMANENT)
<br />0
<br />TON
<br />$200.00
<br />$60.00
<br />$0.00
<br />$0.00
<br />37
<br />HYDRAULIC SOIL STABILIZER TYPE 5 (TEMPORARY)
<br />300
<br />LBS
<br />$0.01
<br />$3.00
<br />$0.00
<br />$0.00
<br />38
<br />HYDRAULIC SOIL STABILIZER TYPE 5 (PERMANENT)
<br />300
<br />LBS
<br />$2.00
<br />$600.00
<br />$0.00
<br />$0.00
<br />39
<br />FERTILIZER TYPE 2 (PERMANENT)
<br />30
<br />LBS
<br />$1.00
<br />$30.00
<br />$0.00
<br />$0.00
<br />40
<br />1" TYPE K COPPER PIPE
<br />96
<br />LIN FT
<br />$14.81
<br />$1,421.76
<br />104
<br />$1,540.24
<br />104
<br />$1,540.24
<br />41
<br />2" TYPE K COPPER PIPE
<br />20
<br />LIN FT
<br />$22.29
<br />$445.80
<br />20
<br />$445.80
<br />20
<br />$445.80
<br />42
<br />1" CORPORATION STOP & SADDLE
<br />2
<br />EACH
<br />$202.91
<br />$405.82
<br />2
<br />$405.82
<br />2
<br />$405.82
<br />43
<br />2" CORPORATION STOP & SADDLE
<br />1
<br />EACH
<br />$388.56
<br />$388.56
<br />1
<br />$388.56
<br />1
<br />$388.56
<br />44
<br />1" CURB STOP & BOX
<br />2
<br />EACH
<br />$191.46
<br />$382.92
<br />2
<br />$382.92
<br />2
<br />$382.92
<br />45
<br />2" CURB STOP & BOX
<br />1
<br />EACH
<br />$363.56
<br />$363.56
<br />1
<br />$363.56
<br />1
<br />$363.56
<br />46
<br />CONNECT TO EXISTING WATERMAIN SERVICE
<br />3
<br />EACH
<br />$440.91
<br />$1,322.73
<br />3
<br />$1,322.73
<br />3
<br />$1,322.73
<br />47
<br />8" PVC SEWER PIPE (SDR 26)
<br />10
<br />LIN FT
<br />$17.96
<br />$179.60
<br />10
<br />$179.60
<br />10
<br />$179.60
<br />48
<br />TEMPORARY POSTAL SERVICE
<br />6
<br />EACH
<br />$30.00
<br />$180.00
<br />$0.00
<br />$0.00
<br />49
<br />COMPACTION TESTING (UTILITIES)
<br />10
<br />EACH
<br />$84.00
<br />$840.00
<br />$0.00
<br />$0.00
<br />50
<br />PIPE RAILING
<br />132
<br />LIN FT
<br />$99.00
<br />$13,068.00
<br />$0.00
<br />$0.00
<br />SUBTOTAL
<br />$149,233.43
<br />CHANGE
<br />ORDER #1
<br />4 CONCRETE WALK
<br />-1210
<br />SO FT
<br />$2.23
<br />($2,698.30)
<br />$0.00
<br />$0.00
<br />INSULATE SEWER LINE 40' FROM MANHOLE
<br />1
<br />LUMP SUM
<br />$1,240.00
<br />$1,240.00
<br />1
<br />$1,240.00
<br />1
<br />$1,240.00
<br />TH 371 DITCH CHECK
<br />1
<br />LUMP SUM
<br />$700.00
<br />$700.00
<br />$0.00
<br />$0.00
<br />SUBTOTAL
<br />($758.30)
<br />CHANGE
<br />ORDER #2
<br />TAPPING SERVICES FOR CAST IRON PIPE
<br />1
<br />LUMP SUM
<br />$862.50
<br />$862.50
<br />1
<br />$862.50
<br />1
<br />$862.50
<br />LOCATE SEWER AND WATER SERVICES
<br />1
<br />LUMP SUM
<br />$2,258.98
<br />$2,258.98
<br />1
<br />$2,258.98
<br />1
<br />$2,258.98
<br />SUBTOTAL
<br />$3,121.48
<br />PROJECT TOTAL $151,598.61 $45,948.67 $45,948.67
<br />THIS PERIOD
<br />TOTAL TO DATE
<br />AMOUNT EARNED
<br />$45,948.67
<br />$45,948.67
<br />AMOUNT RETAINED 5% of Contract
<br />$2,297.43
<br />$2,297.43
<br />PREVIOUS PAYMENTS
<br />$0.00
<br />$0.00
<br />AMOUNT DUE
<br />$43,651.24
<br />$43,651.24
<br />Estimated Percentage of Job Completed: 30.8%
<br />Is Contractors Const Progress on Schedule: Yes
<br />CONTRACTOR'S CERTIFICATION:
<br />The undersigned Contractor certifies that
<br />to the best of their knowledge, information
<br />and belief the work covered by this payment
<br />estimate has been completed in accordance
<br />with the contract documents, that all amounts
<br />have been paid by the Contractor for work for
<br />which previous payment estimates were issued
<br />and payments received from the Owner, and that
<br />current payment shown herein is now due.
<br />ENGINEER'S CERTIFICATION:
<br />The undersigned certifies that the work has
<br />been carefully inspected and to the best of
<br />their knowledge and belief, the quantities
<br />shown in this estimate are correct and the
<br />work has been performed in accordance with
<br />the contract documents.
<br />DeChantal Excavating ENGINEER: WIDSETH SMITH NOLTING
<br />\/
<br />Tirriothy M. Houle, P. E.
<br />Date: %- 7}- ip Da, ;Wo
<br />APPROVED BY OWNER:
<br />City of Pequot Lakes
<br />Date:
<br />
|