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3.4. SR 09-24-2001
TO: FROM: DATE: SUBJECT: MEMORANDUM Mayor and Council Lori Johnson, Finance Director September 24, 200 I Pay Estimates Item # 3.4. Attached are pay estimates for various improvement projects under construction. The city engineer has reviewed the pay estimates and recommends approval. PAYMENT CONTRACTOR REQUEST RETAINAGE · Pay Estimate #9 - Western Area Phase IVImprovements Richard K_nutson, Inc. $133,569.86 $ 61,411.35 Pay Estimate # 2 - WWTP Ventilation Fa Roof Improvements MunicipalBuilders, Inc $ 43,679.10 $ 5,531.30 Action Requested The City Council is asked to approve the pay estimates as listed above. Howard R, Green Qompany September 17, 2001 File: 807650-0071 Ms. Lori Johnson Finance Director City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330 RE: WESTERN AREA PHASE IV IMPROVEMENTS PARTIAL PAYMENT ESTIMATE NO. 9 Dear Ms. Johnson: Attached are three copies of Partial Payment Estimate No. 9 for the above-referenced project. As you are aware, the Contractor for the project is Richard Knutson, Inc. To date, the Contractor has earned $1,228,227.06. Following retainage of $61,411.35, previous payments of $1,033,245.85, the amount due to the Contractor is $133,569.86. This represents placement of aggregate base, bituminous, and restoration. We have inspected the work performed by Richard Knutson, Inc., and have found it to be in compliance with the plans and specifications. Therefore, we recommend approval of Partial Payment Estimate No. 9 at the next available City Council meeting. If you have any questions concerning this, please call. Sincerely, Howard R. Green Company Enclosures O:lPROJ/807650/OO71/Partial Payments/payestltr 091701 johnson.doc 1326 Energy Park Drive · St. Paul, MN 55108 ° 651/644-4389 fax 651/644-9446 toll free 888/368-4389 PARTIAL PAYMENT ESTIMATE NO. 9 FROM: August 7, 2001 TO: September 7, 2001 CONTRACTOR: ADDRESS: OWNER: PROJECT: RICHARD KNUTSON, INC. 12585 RHODE ISLAND AVENUE SOUTH, SAVAGE, MN 55378 CITY OF ELK RIVER. MINNESOTA WESTERN AREA PHASE IV IMPROVEMENTS (807650) COMPLETION DATE AMOUNT OF CONTRACT ORIGINAL: JUNE 15, 2001 ORIGINAL: 1,341,751.66 REVISED: REVISED: 1 2021.501 2 2101.501 3 2101.506 4 2104.501 5 2104.503 6 2104.505 7 2104.513 8 2105.501 9 2105.501 10 2211.501 11 2232.501 12 2350.609 13 2350.609 14 2357.502 15 2501.515 16 2501.515 17 2503.511 18 2503.511 19 2503.511 20 2503.511 21 2503.511 22 2503.511 23 2503.511 24 2503,511 25 2503.511 26 2503.511 27 ' 2503.603 28 2503.603 29 2503.603 30 2503.603 31 2503.603 32 2504.602 33 2504.602 34 2504.602 35 2504.602 36 2504.603 37 2504.603 38 2504.603 39 2504~608 40 25(36.502 41 2506.5O2 42 2506.502 43 2506.502 44 2505.502 45 2506.502 46 2506802 47 2511.502 48 2521.501 49 2531.501 50 2531.501 SCHEDULE 1.0 - BUSINESS CENTER DRIVE MOBILIZATION CLEARING GRUBBING REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE SIDEWALK REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT (FULL DEPTH) COMMON EXCAVATION (Pi COMMON POND EXCAVATION (Pi AGGREGATE BASE CLASS 5 MILL BITUMINOUS SURFACE (1.5") TYPE MV3 NON WEARING COURSE MIXTURE TYPE MV3 WEARING COURSE MIXTURE BITUMINOUS MATERIAL FOR TACK COAT 18" RC PiPE APRON 60" RC PiPE APRON WiTH TRASHGUARD 12" RC PIPE SEWER 18" RC PiPE SEWER 24" RC PiPE SEWER 24" RC PiPE SEWER 30" RC PIPE SEWER 30" RC PIPE SEWER 42" RC PiPE SEVVER 48" RC PIPE SEWER 54" RC PIPE SEWER 60" RC PIPE SEWER 8" PVC SEWER PIP DESIGN 3006 CL V DESIGN 3006 CL DESIGN 3006 CL Ill DESIGN 3006 CL V DESIGN 3006 CL III DESIGN 3006 CL V DESIGN 3006 CL III DESIGN 3006 CL DESIGN 3006 CL III DESIGN 3006 CL III SDR 26 (14-16 FEET DEEP) 8" PVC SEWER PIPE SDR 26 (16-18 FEET DEEP) 8" PVC SEWER PiPE SDR 35 (14-16 FEET DEEP) 8" PVC SEWER PIPE SDR 35 (16-18 FEET DEEP} CONNECT TO EXISTING SANITARY MANHOLE 8" GATE VALVE 12" GATE VALVE CONNECT TO EXISTING WATER MAIN HYDRANT & VALVE 5" WATER MAIN-DUCT IRON CL 52 8" WATER MAIN-DUCT IRON CL 52 12" WATER MAIN-DUCT IRON CL 52 DUCTILE IRON FITTINGS LS 1.00 $20,000.00 0.50 $10,000.00 1.00 AC 1.16 $2,500.00 0.00 $0.00 1.16 AC 1.16 $1,500.00 0.00 $0.00 1.16 L F 74.00 $3.00 74.00 $222.00 74.00 SF 30.00 $2.00 0.00 $0.00 0.00 S Y 467.00 $1.00 467.00 $467.00 467.00 L F 80.00 $5.00 0.00 $0,00 0.00 C Y 18,560.97 $1.10 0.00 $0.00 18,560.97 C Y 36,500.00 $1.10 0.00 $0.00 37,900.00 TON 6,564.00 $5.88 34.00 $199.92 5,932.90 S Y 36.00 $10.00 36.00 $360.00 36.00 TON 1,247.00 $26.15 88.68 $2,318.98 1,288.68 TON 1,247.00 $29.10 1,243.00 $36,171.30 1,243.00 GAL 482.00 $1.00 375~00 $375.00 375.00 LF 1.00 $326.05 0.00 $0.00 1.00 EACH 1.00 $2,595.82 0.00 $0.00 1.00 L F 52.00 $16.50 0.00 $0.00 76.00 LF 35.00 $19.77 0.00 $0.00 35.00 L F 175.00 $24.22 0.00 $0.00 176.00 L F 50.00 $31.04 0.00 $0.00 24.00 L F 425.00 $34.74 0.00 $0.00 413.00 L F 62.00 $54.39 0.00 $0.00 60.00 L F 555.00 $66.64 0.00 $0.00 581.00 L F 400.00 $78.71 0.00 $0.00 350.00 L F 375.00 $99.29 0.00 $0.00 415.00 L F 282.00 $116.81 0.00 $0.00 271.00 LF 875,00 $18.12 0.00 $0.00 855.00 LF 613.00 $19.12 0.00 $0.00 613.00 LF 210.00 $17.55 0.00 $0.00 253.00 LF 95.00 $18.55 0.00 $0.00 99.00 EACH 1.00 $635.00 0.00 $0.00 1.00 EACH 7.00 $736.58 Q00 $0.00 7.00 EACH 2.00 $1,180.54 0.00 $0.00 2.00 EACH 1.00 $225.00 0.00 $0.00 1.00 EACH 6.00 $1,944.85 0.00 $0.00 6.00 L F 132.00 $13.17 0.00 $0.00 129.00 LP 385.00 $16.07 0.00 $0.00 310.00 L F 1,819.50 $22.57 0.00 $000 1,812.00 LB 7,590.00 $0.90 0.00 $0.00 5,000.00 1.00 $977.00 0.00 SQ00 1.00 6.00 $2,026.00 Q00 $0.00 5.00 2.00 $2,612.00 0.00 $0.00 2.00 3.00 $3,725.00 0.00 $0.00 4.00 3.00 $4,730.00 0.00 $0.00 3.00 1.00 $3,650.00 0.00 $0.00 0.00 5.00 $1,905.00 0.00 $0.00 6.00 61.00 $40.00 0.00 $0.00 0.00 22,440.00 $2.03 547.80 $1,112.03 3,907.80 3,737.00 $6.50 0.00 $0.00 4,093.00 614.00 $6.50 0.00 $0.00 588.00 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24" x 3( EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 EACH CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC~,L EACH CONSTRUCT SANITARY MANHOLE EACH RANDOM RIPRAP CL IV TON 4" CONCRETE WALK SF CONCRETE CURB & GUTTER DESIGN B618 L F CONCRETE CURB & GUTTER DESIGN B618 (MEDIAN) LF $20,000.00 $2,900.00 $1,740.00 $222.00 $0.00 $467.00 $0.00 $20,417.07 $41,690.00 $3~1985.45 $360.00 $33,698.98 $36,171.30 $375.00 $326.05 $2,595.82 $1,254.00 $691.95 $4,311.16 $744.96 $14,347.62 $3,263.40 $38,717.84 $27,548.50 $41,205.35 $31,655.51 $15,492.60 $11,720.56 $4,440.15 $1,836.45 $635.00 $5,156.06 $2,361.08 $225.00 $11,669.10 $1,698.93 $4,981.70 $40,896.84 $4,500.00 $977.00 $10,130.00 $5,224.00 $14,900.00 $14,190.00 $0.00 $11,430.00 $0.00 $7,932.63 $25,604.50 $3,822.00 O:\Proj~807650~oo71\Pay Est.#7 51 2531.503 CONCRETE MEDIAN SY 260.00 $20.70 0.00 52 2531.602 PEDESTRIAN CURB RAMP EACH 5.00 $300.00 1.00 53 2531,602 CONCRETE MEDIAN NOSE DESIGN 7113A EACH 2.00 $175.00 0.00 54 2545.511 UGHTING UNIT T~'PE SPECIAL EACH 10.00 $2,973.00 0.00 55 2545.515 LIGHT BASE DESIGN SPBC[AL BACH 10.00 $527.00 0.00 56 2545.531 UNDERGROUND WIRE, 1/C NO. 6 A.W.G. LF 9,631.00 $0.45 0.00 57 2545.541 SERVICE PANEL EACH 1.00 $4,190.00 0.00 58 2545.545 EQUIPMENT PAD EACH 1.00 $732.00 0.00 59 2545.603 1" SCHEDULE 40 PVC CONDUIT LF 3,277.00 $2.90 0.00 60 2563.601 TRAFFIC CONTROL LS 1.00 $8,000.00 0.50 61 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE C SF 49.25 $22.00 0.00 62 2564.602 PAVEMENT MESSAGE (LEFT-THRU ARROW) EPOXY EACH 1.00 $250.00 0.00 63 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPOXY EACH 1.00 $125,00 0.00 64 2564.603 24" SOLID LINE YELLOW-EPOXY LF 22.00 $6.00 0.00 65 2564.603 4" BROKEN LINE WHITE-EPOXY LF 3,120.00 $0.10 0.0O 66 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY L F 1,550.00 $0.72 0.00 67 2564.603 4" SOLID LINE WHITE-EPOXY LF 360,00 $0.34 0.0O 68 2564.604 CROSSWALK MARKING-EPOXY SF 290.00 $3.84 0.O0 69 2573.502 SILT FENCE, TYPE HEAVY DUTY L F 1,425.00 $1.90 0.00 70 2575.501 SEEDING ACRE 2.84 $200.00 0.53 71 2575.502 SEED MIXTURE 25A MOD. LB 64.00 $30.00 0.00 72 2575.502 SEED MIXTURE 50A MOD. LB 36.00 $4.00 0.00 73 2575.505 SODDING TYPE LAWN S Y 3,268.00 $2.10 3,074.00 74 2575.511 MULCH MATERIAL TYPE 1 TON 6.00 $1000 0.00 75 2575.519 DISK ANCHORING ACRE 2.84 $50.00 0.00 76 2575,532 COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 392.00 $0.35 0.00 77 SPEC GRADATION TEST, CLASS 5 EACH 4.00 $65.00 0.00 78 SPEC PROCTOR TEST, CLASS 5 EACH 1.00 $85.00 0.00 79 SPEC PROCTOR TEST EACH 1.00 $85.00 0.00 80 SPEC DENSITY TEST, INPLACE EACH 40.00 $40.00 0.00 81 SPEC CONCRETE TESTING EACH 7.00 $135.00 0.00 82 SPEC BITUMINOUS CORE DENSITY EACH 6.00 $110.00 0.0O $0.00 $300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,000.00 ~0.00 ;0.00 $0.0O ;0.00 ;0.00 ~0.00 ;0.00 ~0.00 $106.00 $0.o0 $0.00 $6,455.40 ;0.00 ;0.00 ;0.00 ;o.o0 ;0.0O ;0.00 i0.00 ;0.00 0.00 $0.00 6.00 $1,800.00 2.00 $350.00 10.00 $29,730.00 10.00 $5,270.00 0.00 $0.00 1.00 $4,190.00 1.00 $732.00 3,277.00 $9,503.30 1.00 $8,000.00 70.00 $1,540.00 0.00 $0.00 0.00 $0.0O 0.00 $0.0O 0.00 $0.00 0.0O $0.00 0.00 $o.o0 0.00 $0.00 980.00 $1,862.00 5.61 $1,122.00 65.00 $1,950.00 0.00 $0.00 3,074.00 $6,455.40 4.24 $42.40 2.12 $106.00 260.00 $91.0O O.00 $0.00 0.00 $0.00 2.00 $170.00 33.00 $1,320.00 0.00 $0.00 0.00 $0.00 SCHEDULE 1,0 - BUSINESS CENTER DRIVE - TOTAL $62,087.64 $634,646.87 SCHEDULE 2.0 - WACO STREET I 2104,513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L F 196.00 $4.00 2 2105.501 COMMON EXCAVATION (P) C Y 17,499.15 $1.10 3 2105.505 REMOVE BITUMINOUS PAVEMENT SY 1,627.00 $1.00 4 2211.501 AGGREGATE BASE CLASS 5 TON 6,640.00 $5.88 5 2211.501 AGGREGATE BASE CLASS 5 (TRAIL) TON 160.00 $8.95 6 2232.501 MiLL BITUMINOUS SURFACE (1.5") S Y 88.00 $10.00 7 2350.609 TYPE MV3 NON WEARING COURSE MIXTURE TON 1,386.00 $26.15 8 2350.609 TYPE MV3 WEARING COURSE MIXTURE TON 1,386.00 $29.10 9 2350.609 TYPE MV3 WEARING COURSE MIXTURE (TRAIL) TON 85.00 $36.00 10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 561.00 $1.0O 11 2501.515 24" RC PiPE APRON EACH 1.00 $371.72 12 2503.511 12" RC PIPE SEWER, DESIGN 3006 CL V L F 274.00 $16.50 13 2503.511 15" RC PIPE SEWER, DESIGN 3006 CL V LF 370.00 $17.86 14 2503.511 18" RC PIPE SEWER, DESIGN 3006 CL Ill LF 200.00 $19.77 15 2503.511 21" RC PIPE SEWER, DESIGN 3006 CL III LF 230.00 $22.59 16 2503.511 24" RC PIPE SEWER, DESIGN 3006 CL III L F 160.00 $31.04 17 2503.603 10" PVC SEWER PIPE SDR 26 (18-20 FEET DEEP) LF 372.00 $15.20 18 2504.602 1" CORPORATION STOP EACH 1.00 $15.76 19 2504.602 CURB STOP EACH 1.00 $57.75 20 2504.602 8" GATE VALVE EACH 2.00 $736.58 21 2504.602 HYDRANT & VALVE EACH 6.00 $1,944.85 22 2504.602 WATER SERVICE (1") LF 105.00 $7.70 23 2504.603 6" WATER MAIN-DUCT IRON CL 52 L F 160.00 $20.60 24 2504.603 8" WATER MAIN-DUCT IRON CL 52 L F 489.00 $17.00 25 2504.603 12" WATER MAIN-DUCT IRON CL 52 LF 1,022.00 $22.57 26 2504.608 DUCTILE IRON FITTINGS LB 2,840.00 $0.90 27 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 5.00 $1,350.00 0.00 $o.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 o.oo $0.0o 10.00 $100.00 0.00 $0.00 1,386.00 $40,332.60 0.00 $0.00 450.00 $450.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $o.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.0O 0.00 $0,00 0.00 $0.00 0.00 $0.00 0.0o $0.0o 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.0o 17,499.15 $19,249,07 1,073.00 $1,073.00 4,231.00 $24,878.28 0.00 $0.00 10.00 $100.00 1,594.88 $41,706.11 1,386.00 $40,332.60 0.00 $0.00 450.00 $450.00 0.00 $0.00 270.00 $4,455.00 396.00 $7,072.56 200.00 $3,954.00 230.00 $5,195.70 126.00 $3,911.04 372.00 $5,654.40 1.00 $15.76 1.00 $57.75 3.00 $2,209.74 6.00 $11,669.10 100.00 $770.00 166.00 $3,419.60 583.00 $9,911.00 1,026.00 $23,156.82 2,245.00 $2,020.50 5.00 $6,750.00 O:~Proj~807650~0071~Pay Est #7 28 2506,502 CONST DRAINAGE STRUCTURE DESIGN 72-4020 EACH 1.00 $2,612.00 0.0O ~0.O0 1~00 $2,612.00 29 2506.502 30 2511.502 31 2506.602 32 2521.501 33 2531.501 34 2531.501 35 2531.501 36 2531.503 37 2531.507 38 2531.507 39 2531.602 40 2531.602 41 2545.511 42 2545.515 43 2545.531 44 2545.603 45 2564.602 46 2564.602 47 2564.602 48 2554.602 49 2564.602 50 2564.603 51 2564.603 52 2564.603 53 2564.603 54 2564.603 55 2564.604 56 2573.502 57 2575.501 58 2575.502 59 2575.505 60 2575.511 61 2575.519 62 2575.532 63 SPEC 64 SPEC 65 SPEC 66 SPEC 67 SPEC 68 SPEC CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24" x 3( EACH 4.00 $977.00 0.0O RANDOM RIPRAP CL IV TON 18,00 $40.00 0,00 CONSTRUCT SANITARY MANHOLE EACH 8.00 $1,705.00 0.00 4" CONCRETE WALK SF 8,820.00 $2.08 0.00 CONCRETE CURB & GU~FER DESIGN S518 (MEDIAN) LF 75.00 $12.00 0.00 CONCRETE CURB & GUTFER TYPE B618 L F 3,518.00 $6.50 0.0O CONCRETE CURB & GUTTER TYPE B618 (MEDIAN) LF 1,030.00 $6.50 0.0O CONCRETE MEDIAN SY 431.00 $20.70 0.0O 6" CONCRETE DRIVEWAY PAVEMENT (APRON) SY 51.00 $27.00 0.00 BITUMINOUS DRIVEWAY PAVEMENT SY 66.00 $10.00 0.00 CONCRETE MEDIAN NOSE DESIGN 7113A EACH 5.00 $200.00 1.00 PEDESTRIAN CURB RAMP EACH 2.00 $200.00 0.00 LIGHTING UNIT TYPE SPECIAL EACH 6.00 $2,973.00 0.00 LIGHT BASE DESIGN SPECIAL EACH 6.00 $527.00 0.00 UNDERGROUND WIRE, 1/C NO. 6 A.W.G. LF 3,375.00 $0.45 0.00 1" SCHEDULE 40 PVC CONDUIT LF 1,125.00 $2.90 0.00 FURNISH AND INSTALL SIGN PANELS, TYPE C SF 119.75 $22.00 0.0O PAVEMENT MESSAGE (LEFT ARROW) EPOXY EACH 3.00 $125.00 0.0O PAVEMENT MESSAGE (RIGHT ARROVV) EPOXY EACH 1.00 $125.00 0.00 PAVEMENT MESSAGE (RIGHT-THRU ARROW) EPOXY EACH 1.00 $250.00 0.00 PAVEMENT MESSAGE (THRU ARROW) EPOXY EACH 4.00 $125.00 0.00 24" SOLID LINE WHITE-EPOXY LF 20.00 $8.00 0.00 24" SOLID LiNE YELLOW-EPOXY LF 55.00 $6.00 0.00 4" BROKEN LINE WHiTE-EPOXY LF 1,262.00 $0.10 0.00 4" DOUBLE SOLID LINE YELLOW-EPOXY LF 750.00 $0.72 0.00 4" SOLID LINE WHiTE-EPOXY LF 588.00 $0.34 0.0O CROSSWALK MARKING-EPOXY SF 595.00 $3.84 0.00 SILT FENCE, TYPE HEAVY DUTY LF 370,00 $1.90 0.0O SEEDING ACRE 0.65 $200.00 0.04 SEED MIXTURE 50A MOD. LB 33.00 $4.00 0.00 SODDING TYPE LAWN S Y 2,862.00 $2,10 2,919.00 MULCH MATERIAL TYPE 1 TON 1.30 $100.00 0.0O DISK ANCHORING ACRE 0.65 $50.00 0.0O COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 163.00 $0.35 0.00 GRADATION TEST, CLASS 5 EACH 4.00 $65.00 0.00 PROCTOR TEST, CLASS 5 EACH 2.00 $85.00 0.0O PROCTOR TEST EACH 2.00 $85.00 0.00 DENSITY TEST, INPLACE EACH 26.00 $40.00 0.00 CONCRETE TESTING EACH 4.00 $135.00 0.00 BITUMINOUS CORE DENSITY EACH 12.00 $110.00 0.00 ;0.00 10.00 ;O.00 ;0.00 ;0,00 ;0,00 ;0.00 ;0,00 ;0.00 $200,00 ;0,00 ;0,00 ;0.00 ~0.00 ~0.00 ;0,00 ~0.00 ;Q00 0.00 ;0.00 ~0.00 ~0.00 0.00 ~0.00 ~0.00 0.00 0.00 8.00 0.00 $6,129.90 $0.00 $0.00 $0.00 $0.o0 $0.o0 $o,o0 $0.00 $0.00 $o.oo 4.00 $3,908.00 0.00 $0.00 2.00 $3,410.00 1,436.00 $2,986.88 297.00 $3,564.00 2,924.00 $19,006.00 1,416.00 $9,204.00 344.00 $7,12080 34.50 $931.50 0.00 $0.00 6.00 $1,200.00 600 $1,200.00 6.00 $17,838.00 6.00 $3,162.00 0.00 $0.00 1,125.00 $3,262.50 115.75 $2,546.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.o0 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0,oo $0.00 0.00 $0.0o 0.00 $0.00 2.29 $458.00 0.00 $0.0O 2,919.00 $6,129.90 0.0O $0.00 0.0O $0.00 0.00 $0.o0 0.00 $0.00 0.00 $0.00 1.00 $85.0O 12.00 $480.00 2.00 $270.0O 4.00 $440.00 SCHEDULE 2,0 - WACO STREET - TOTAL $47,220.50 $307,827.11 1 2101.501 2 2101.506 3 2104.505 4 2104.513 5 2104.523 6 2105.501 7 2105.501 8 2211.501 9 2232.501 10 2350.609 11 2350.609 12 2357.502 13 2501.515 14 2501.515 15 2501.515 16 2503.511 17 2503.511 18 2503.511 19 2503.511 20 2504.602 SCHEDULE $.0 -185TH AVENUE CLEARING AC 0.06 $15,000.00 0.0O $0.00 GRUBBING AC 0.06 $5,000.00 0.00 $0.00 REMOVE PAVEMENT (BIT OVER CONC) S Y 1,600.00 $1.0O 0.00 $0.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L F 278.00 $3.00 0.0O $0.00 SALVAGE SIGN EACH 3.00 $14.50 0.00 $0.00 COMMON EXCAVATION (P) C Y 615.00 $4.00 615.00 $2,460.00 COMMON POND EXCAVATION (P) C Y 800.00 $3.00 400.00 $1,200.00 AGGREGATE BASE CLASS 5 TON 872.00 $5.88 0.0O $0.00 MILL BITUMINOUS SURFACE (1.5'~ S Y 80.00 $10.00 9.00 $90.00 TYPE MV3 NON WEARING COURSE MIXTURE TON 212.00 $27.10 0.00 $0.00 TYPE MV3 WEARING COURSE MIXTURE TON 165.00 $37.25 128.90 $4,801.53 BITUMINOUS MATERIAL FOR TACK COAT GAL 86.00 $1.00 75.00 $75.00 12" RC PIPE APRON EACH 1.00 S285.83 0.00 $0.00 18" RC PiPE APRON WiTH TRASHGUARD EACH 1.00 $619.14 0,00 $0.00 21" RC PIPE APRON EACH 1.00 $372.18 0.00 $0.00 12" RC PIPE SEWER, DESIGN 3006 CL V L F 22.00 $19.00 0.00 $0.00 15" RC PiPE SEWER, DESIGN 3006 CL V L F 107.00 $20.36 0.00 $0.00 18" RC PIPE SEWER, DESIGN 3006 CL V LF 20.00 $22.27 0.00 $0.00 21" RC PIPE SEWER, DESIGN 3006 CL Ill LF 203.00 $24.59 0.00 $0.00 1" CORPORATION STOP EACH 1.00 $15.76 0.00 $0.00 0.06 $900.00 0.06 $300.00 1,386.00 $1,386.00 0.0O $0.0O 2.O0 $29.00 615.00 $2,460.00 800.00 $2,400.00 1,556.00 $9,149.28 9.00 $90.00 300.00 $8,130.00 128.90 $4,801.53 75.00 $75.0O 1.00 $285.83 1.00 $619.14 1.00 $372.18 55.00 $1,045.00 0.00 $0.o0 16.00 $356,32 205.00 $5,040.95 1.0o $15.76 o:~P~o~8O765o\oo? ~Pay Esl. fi7 21 2504.602 CURB STOP EACH 1.00 $57.75 0.00 $0.00 1,00 $57.75 22 2504.602 WATER SERVICE (1") LF 39.00 $9.20 0~00 23 2504.602 8" GATE VALVE EACH 1.00 $746.55 0.00 24 2504.602 HYDRANT & VALVB EACH 1.00 $1,944.85 0.00 25 2504.603 24" STEEL CASING PIPE (JACKED) LF 160.00 $172.50 0.00 26 2504.603 CONNECT TO EXISTING MANHOLE EACH 1.00 $585.00 1.00 27 2504.603 6" WATER MAIN-DUCT IRON CL 52 L F 22.00 $22.60 0,00 28 2504.603 8" WATER MAIN-DUCT ~RON CL 52 L F 409.00 $16.07 0.00 29 2504.608 DUCTILE IRON FI~-FINGS LB 440.00 $0.90 0.00 30 2506.502 CONS3- DRAINAGE STRUCTURE DESIGN 48-4020 EACH 1.00 $1,400.00 0.00 31 2506,502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24" x 3( EACH 1.00 $977.00 0.00 32 2511.502 RANDOM RIPRAP CLASS IV TON 17.00 $40.00 0.00 33 2531.501 CONCRETE CURB & GUTTER TYPE B618 L F 490.00 $6.80 0.00 34 2531.501 CONCRETE CURB & GUTTER TYPE B618 (MEDIAN) L F 116.00 $6.80 0.00 35 2531.503 CONCRETE MEDIAN SY 20,00 $20.70 0.00 36 2531.507 8" CONCRETE DRIVEWAY PAVEMENT (APRON) S Y 18.00 $27.00 0.00 37 2531.507 BITUMINOUS DRIVEWAY PAVEMENT SY 90.00 $10.00 0.00 38 2531.602 CONCRETE MEDIAN NOSE DESIGN 7113A EACH 2.00 $200.00 0.00 39 2564.602 FURNISH AND INSTALL SiGN PANELS, TYPE C SF 42.25 $22.00 0.00 40 2564.602 PAVEMENT MESSAGE (LEFT ARROW) EPOXY EACH 1.00 $125.00 0.00 41 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPOXY EACH 1.00 $125.00 0.00 42 2564.602 PAVEMENT MESSAGE (THRU ARROW) EPOXY EACH t.00 $12500 0.00 43 2564.603 24" SOLID LINE WHiTE-EPOXY LF 5600 $8.00 0.00 44 2564.603 24" SOLID LINE YELLOW-EPOXY LF 16.00 $8.00 0.00 45 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY L F 280.00 $0.72 0.00 46 2564.603 4" SOLID LINE WHITE-EPOXY LF 128.00 $0.34 0.00 47 2573.502 SILT FENCE, TYPE HEAVY DUTY L F 425.00 $1.90 0~00 48 2575.501 SEEDING ACRE 0.84 $200.00 0.14 49 2575.502 SEED MIXTURE 25A MOD. LB 12.00 $30.00 0.00 50 2575.502 SEED MIXTURE 50A MOD. LB 23.00 $4.00 0.00 51 2575.505 SODDING TYPE LAWN S Y 218.00 $2.10 1,200.00 52 2575.511 MULCH MATERIAL TYPE 1 TON 1.70 $100.00 0.00 5:3 2575.519 DISK ANCHORING ACRE 0.84 $50.00 0.00 54 2575.532 COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 152.00 $0.35 0.00 55 SPEC GRADATION TEST, CLASS 5 EACH 1.00 $65.00 0.00 56 SPEC PROCTOR TEST, CLASS 5 EACH 1.00 $85.00 0.00 57 SPEC PROCTOR TEST EACH 1.00 $85.00 000 58 SPEC DENSITY TEST, INPLACE EACH 5.00 $40.00 0.00 59 SPEC CONCRETE TESTING EACH 1.00 $135.00 0.00 60 SPEC BITUMINOUS CORE DENSITY EACH 6.00 $110.00 0.00 $0.00 $0.00 $0.00 $0.00 $585.00 $0.00 $0.00 $0.00 $0.00 0.00 ~0,00 ~0.00 ~0.00 ~0.00 ~0.00 ;0.00 ;0.00 ;0.00 ;o.00 ;0.00 ;0.00 ;0.(3(] ;0.00 ;0.00 $0.00 $28.00 $0.00 $0.00 $2,520.00 $0.0o $0.00 $0.00 $0.00 $000 $0.00 $0.00 $0.00 $0.00 38.00 $349.60 1.00 $746.58 1.00 $1,944.85 160.00 $27,800,00 1.00 $585.00 23.00 $519.80 365.00 $5,865.55 395.00 $355.50 1,00 $1,400.00 1.00 $97700 0.00 $0.00 435.00 $2,958.00 92.00 $625.60 0.00 $0.00 9.80 $264.60 o.oo $o.oo 2.00 $400.00 36.00 $792.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.52 $104.00 12.00 $36000 0.00 S0.00 1,200.00 $2,520.00 0.76 $76.00 0.38 $19.00 48.00 $16.80 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 SCHEDULE 3.0 - 185TH AVENUE - TOTAL $11,759.53 $85,993.62 SCHEDULE 4.0 - OLD WACO STREET 1 2104.505 REMOVE BITUMINOUS PAVEMENT SY 2,020.00 $1.00 0.00 2 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 148.00 $3.00 0.00 3 2105.501 COMMON EXCAVATION (P) CY 178.00 $4.00 0.00 4 2104.523 SALVAGE SION EACH 3.00 $14.50 3.00 5 2211.501 AGGREGATE BASE CLASS 5 TON 267.00 $6.45 0.00 6 2232.501 MILL BITUMINOUS SURFACE (1.5") SY 11.00 $10,00 Q00 7 2350.609 TYPE MV3 WEARING COURSE MIXTURE 3-ON 99.00 $32.50 0.00 8 2531.507 BITUMINOUS DRIVEWAY PAVEMENT (APRON) SY 24.00 $10.00 0.00 9 2557.602 RELOCATE MAILBOX EACH 1.00 $125.00 0.00 10 2575.501 SEEDING ACRE 0.42 $200.00 0.67 11 2575.502 SEED MIXTURE 50A MOD. LB 21.00 $4.00 0.00 12 2575.511 MULCH MATERIAL TYPE 1 TON 0.~4 $100.00 0.00 13 2575.519 DISK ANCHORING ACRE 0.42 $50.00 0.00 14 2575.532 COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 105.00 $0.35 0.00 15 SPEC GRADATION TEST, CLASS 5 EACH 1.00 $65.00 0.00 16 SPEC PROCTOR TEST, CLASS 5 EACH 1.00 $85.00 0.00 17 SPEC PROCTOR TEST EACH 1.00 $85.00 0.00 18 SPEC DENSITY TEST, 1NPLACE EACH 4.00 $40.00 0.00 19 SPEC BITUMINOUS CORE DENSITY EACH 3.00 $110.00 0.00 $0.00 2,020,00 $2,020.00 $0.00 92.00 $276,00 $0,00 178.00 $712.00 $43.50 3.00 $43.50 $0.00 253.00 $1,631.85 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $134.00 0.67 $134.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 SQ00 $0.00 0.00 $0.00 SCHEDULE 4.0 - OLD WACO STREET - TOTAL $177.50 $4,817.35 SCHEDULE 8.0 - TH 10 TURN LANES O:~Proj\807650~007 l~Pay Est. #7 1 2102.502 PAVEMENT MARKING REMOVAL LF 3,075.00 $0.50 0.00 $0.00 0.00 $0.00 2 2104.501 3 2104.501 4 2104.505 5 2104.513 6 2104.523 7 2105.501 8 2105.601 9 2211.501 10 2232.501 11 2350.609 12 2350.609 13 2357.502 14 2503.511 15 25O3,602 16 2506.502 17 2531.501 18 2531.503 19 2564.602 20 2564.602 21 2564.602 22 2564.602 23 2564.603 24 2564,603 25 2573.501 26 2575.501 27 2575.502 28 2575.511 29 2575.519 3O 2575.532 31 SPEC 32 SPEC 33 SPEC 34 SPEC 35 SPEC 36 SPEC REMOVE CONCRETE CULVERT LF 115.00 $5.00 115.00 $575.00 115.00 $575.00 REMOVE METAL CULVERT LF 50,00 $4.00 50.00 $200.00 50.00 $200.00 REMOVE BfTUMINOUS PAVEMENT S Y 3,325.00 $1.00 822.00 $822.00 3,032.00 $3,032.00 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L F 3,735.00 $2.50 0.00 $0.00 0.00 $0.00 SALVAGE SIGN EACH 3.00 $14.50 3.00 $43.50 3.00 $43.50 COMMON EXCAVATION (P) CY 550.65 $4.00 550.00 $2,200.00 550.00 $2,200.00 EXCAVATION SPECIAL LS 1.00 $5,000.00 1.00 $5,000.00 1.00 $5,000.00 AGGREGATE BASE CLASS 5 TON 1,862.00 $5.88 34.00 $199.92 2,572.00 $15,123.36 MILL BITUMINOUS SURFACE (1.5") S Y 1,01900 $2.50 0.00 $0.00 0.00 $0.00 TYPE MV3 NON WEARING COURSE MIXTURE TON 345.00 $27.75 0.00 $0.00 824.81 $22,888.48 TYPE MV3 WEARING COURSE MIXTURE TON 345.00 $30.75 328.38 $10,097.59 328.38 $10,097.69 BITUMINOUS MATERIAL FOR TACK COAT GAL 140.00 $1.00 100.00 $100.00 100.00 $100.00 18" RC PIPE SEWER, DESIGN 3006 CL. V LF 360.00 $19.77 0.00 $0.00 362.00 $7,156.74 CONNECT TO EXISTING MANHOLE EACH 1.00 $700.00 0.00 $0.00 1.00 $700.00 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24" x 3( EACH 1.00 $977.00 000 $0.00 0.00 $0.00 CONCRETE CURB & GU'i-FER DESIGN S518 (MEDIAN) L F 230.00 $12.00 0.00 $0.00 0.00 $0.00 CONCRETE MEDIAN SY 126.00 $20.70 0.00 $0,00 0.00 $0.00 FURNISH AND INSTALL SIGN PANELS, TYPE C SF 100.00 $22.00 0.00 $0.00 0.00 $0.00 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM EACH 4.00 $335.00 0.00 $0.00 0,00 $0.00 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM EACH 4.00 $335.00 0.00 $0.00 0.00 $0.00 RELOCATE SIGN EACH 4.00 $100.00 0.00 $0.00 0.00 $0.00 4" SINGLE LINE WHITE-EPOXY L F 7,572.00 $0.34 0.00 $0.00 0.00 $0.00 4" SINGLE LINE YELLOW-EPOXY LF 3,692.00 $0.36 0.00 $0.00 0.00 $0.00 BALE CHECK EACH 10.00 $10.00 0.00 $0.00 0.00 $0.00 SEEDING ACRE 0.79 $200.00 0.00 $0.00 0.00 $0.00 SEED MIXTURE 50A MOD. LB 40.00 $4.00 0.00 $0.00 0.00 $0.00 MULCH MATERIAL TYPE 1 TON 1.60 $100.00 0.00 $0.00 0.00 $0.00 DISK ANCHORING ACRE 0.79 $50.00 0.00 $0.00 0.00 $0.00 COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 198.00 $0.35 0.00 $0.00 0.00 $0.00 GRADATION TEST, CLASS 5 EACH 1.00 $65.00 0.00 $0.00 0.00 $0.00 PROCTOR TEST, CLASS 5 EACH 1.00 $85.00 0.00 $0.00 0.00 $0.00 PROCTOR TEST EACH 1.00 $85.00 0.00 $0,00 0.00 $0.00 DENSITY TEST, INPLACE EACH 10.00 $40.00 0.00 $0.00 O.00 $0.00 CONCRETE TESTING EACH 1.00 $135.00 0.00 $0.00 0.00 $0.00 BITUMINOUS CORE DENSITY EACH 6.00 $110.00 0.00 $0.00 1.00 $110.00 SCHEDULE 5.0 - TH 10 TURN LANES - TOTAL $19,238.11 $67,226.76 SCHEDULE 6.0 - EXTENSION OF TRUNK UTILITIES 1 2503.603 12" PVC SEWER PIPE SDR 26 (12-16 FEET DEEP) LF 1,050.00 $1537 0.00 2 2503.603 12" PVC SEWER PIPE SDR 26 (22-26 FEET DEEP) LF 1,570.00 $19.37 0.00 3 2503.603 CONNECT TO EXISTING SANITARY MANHOLE EACH 1.00 $585.00 0.00 4 2504.802 10" GATE VALVE EACH 2.00 $988.04 0.00 5 2504.602 CONNECT TO EXISTING WATER MAIN EACH 1.00 $225.00 0.00 6 2504.603 10" WATER MAIN-DUCT IRON CL 52 L F 2,244.00 $18.82 0.00 7 2504.608 DUCTILE IRON FII-J'INGS LB 370.00 $0.90 0.00 8 2506.602 CONSTRUCT SANITARY MANHOLE EACH 5.00 $1,905.00 0.00 9 2575.501 SEEDING ACRE 2.70 $200.00 0.00 10 2575.502 SEED MIXTURE 50A MOD. LB 135.00 $4.00 0.00 11 2575.511 MULCH MATERIAL TYPE 1 TON 5.40 $100.00 0.00 12 2575.519 DISK ANCHORING ACRE 2.70 $50.00 0.00 13 2575.532 COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 675.00 $0.35 0.00 14 SPEC PROCTOR TEST EACH 1.00 $85.00 0.00 15 SPEC DENSITY TEST, INPLACE EACH 50.00 $40.00 0.00 ~0.00 1,050.00 $16,138.50 ;0.00 1,569.00 $30,391.53 ~0.00 1.00 $585.00 ;0.00 2.00 $1,976.08 ;0.00 1.00 $225.00 ;0.00 2,247.00 $42,288,54 ;0.00 740.00 $66600 ;0.00 6.00 $11,430.00 ;0.00 1.00 $200.00 ;O.00 50.00 $200.00 ;0.00 0.00 $0.00 ;0.00 0.00 $0.00 ;0.00 0.00 $0.00 ;0.00 1.00 $85.00 ;0.00 50.00 $2,000.00 SCHEDULE 6.0 - EXTENSION OF TRUNK UTILITIES - TOTAL $0.00 $106,185.65 SCHEDULE 7.0 - EXTRA WORK I SPEC WINTER TRAFFIC CONTROL LS 1.00 $262.13 0.00 2 SPEC WINTER TRAFFIC CONTROL LS 1.00 $1,310.65 0.00 3 SPEC LOWER WATER MAIN LS 1.00 $4,636.95 0.00 4 SPEC SERVICES TO WEST OAKS PROPERTY LS 1.00 $5,284.40 0.00 $0.00 1.00 $262.13 $0.00 1.00 $1,310.65 $0.00 1.00 $4,636.95 $0.00 1.00 $5,284.40 o:~°roj~O765o'~oo71 \Pay Est. #7 5 SPEC WOOD FIBER BLANKET SY 2,285.00 $1 60 0.00 $0.00 2,285.00 $3,65600 6 SPEC INSTALLING CONDUIT LS 1.00 $23500 0.00 $0.00 1.00 $235.00 SCHEDULE 7.0 o EXTRA WORK - TOTAL SCHEDULE 8.0 - THREE LANE STRIPING OF BUSINESS CENTER DRIVF $0.00 $15,385.13 1 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 259.00 55.00 0.00 $0.00 120.00 $600.00 2 2104.503 REMOVE CONCRETE MEDIAN SF 1,141.00 $3.00 0.00 $0.00 1,233.00 $3,699.00 3 2104.513 SAW BITUMINOUS PAVEMENT (FULL DEPTH) LF 150.00 $500 0.00 50.00 12.00 560.00 4 2104.511 SAW CONCRETE PAVEMENT (FULL DEPTH) LF 10.00 $15.00 0.O0 $0.00 0.00 $0.00 5 2104.501 REMOVE 4" SKIP STRIPING LF 1,700.00 50.65 0.00 $0.00 0.00 $0.00 6 2104.501 REMOVE 4" SOLID DOUBLE STRIPING LF 2,000.00 5310 0.00 $0.00 0.00 $0.00 7 2350.609 TYPE MV3 NON WEARING COURSE MIXTURE TON 11.00 $8700 0.0O $0.00 0.00 $0.00 8 2350.609 TYPE MV3 WEARING COURSE MIXTURE TON 11.00 $87.00 1.34 $116.58 1.34 $116.58 9 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 4.50 $2.90 0.00 $0.00 0.00 $0.00 10 22531.501 CONCRETE CURB AND GUTTER B618 (MEDIAN) LF 270.00 $15.00 0.00 $0.00 94.00 $1,410.00 11 2531.503 CONCRETE MEDIAN SY 68.00 $31.00 0.00 $0.00 0.00 $0.00 12 2531.602 CONCRETE MEDIAN NOSE DESIGN 7113A EACH 1.00 $259.00 0.00 $0.00 1.00 ' $259.00 13 2564.602 FURNISH A~ID INSTALL SIGN PANELS, TYPE C SF 15725 $22.50 0.00 $0.00 0.00 $0.00 14 2564.602 PAVEMENT MESSAGE (LEFT ARROW) EPOXY EACH 39.00 $11500 0.00 $0.00 0.00 $0.00 15 2564.602 PAVEMENT MESSAGE (RIGHT AR ROW) EPOXY EACH 2.00 5115.00 0.00 $0.00 0.00 $0.00 16 2564.602 PAVEMENT MESSAGE (THRU ARROW) EPOXY ' EACH 3.00 $85.00 0.00 $0.00 0.00 $000 17 2564.603 4" SOLID LINE WHITE EPOXY LF 9,166.00 $0.35 0.00 $0.00 0.00 $0.00 18 2564.603 4" BROKEN LINE WHITE EPOXY LF 1,299.00 $0.15 0.00 $0.00 0.00 $0.00 19 2564.603 4" DOUBLE SOLID LINE YELLOW EPOXY LF 663.00 $0.75 0.00 $0.00 0.00 $0.00 20 2564.603 4" SOLID LINE YELLOW EPOXY LF 8,075.00 $0.40 0.00 $0.00 0.00 $0.00 21 2564.603 4" BROKEN LINE YELLOW EPOXY LF 7,265.00 $0.20 0.00 $0.00 0.00 $0.(30 22 2564.603 24" SOLID LINE YELLOW EPOXY LF 135.00 $6.25 0.00 $0.00 0.00 $0.00 23 2564.604 CROSSWALK MARKING EPOXY SF 290.00 $4.00 0.00 $0.00 0.00 $0.00 24 2563.601 TRAFFIC CONTROL LS 1.00 $1,500.00 0.00 $0.00 0.00 $0.00 SCHEDULE 8.0 - THREE LANE STRIPING OF BUSINESS CENTER DRIVE-TOTAL $116.58 $6,144.58 BID SUMMARY TOTAL THiS PERIOD TOTAL TO DATE SCHEDULE 1.0 - BUSINESS CENTER DRIVE - TOTAL $62,087.64 $634,646.87 SCHEDULE 2.0 - WACO STREET - TOTAL 547,220.50 $307,827.11 SCHEDULE 3.0 . 185TH AVENUE - TOTAL $11,759.53 $85,993.62 SCHEDULE 4.0 - OLD WACO STREET - TOTAL $177.50 54,817.35 SCHEDULE S.8 - TH 18 TURN LANES - TOTAL $19,238.11 $67,226.76 SCHEDULE 6.0 - EXTENSION OF TRUNK UTIETIES - TOTAL $0.00 $106,185.65 SCHEDULE 7.0 - EXTRA WORK - TOTAL 50.00 $15,385.13 SCHEDULE 8.8 - THREE LANE STRIPING OF BUSINESS CENTER DRIVE-TOTAL $116.58 $6,144.58 TOTAL BID SUMMARY THIS PERIOD TOTAL BID SUMMARY TO DATE $140 599.85 $1,228,22706 AMOUNT EARNED i i;::i::iliiii::%!i!::::!::!iiiiiiiii!iiii::::i%:::C: AMOUNT RETAINED MATER~AL ON S~TE MATERIAL DEDUCT. PREVIOUS PAYMENTS i li::::ii!i!~ii::i::iii::~ililili!il;"~ii::iiiiii~}iiiiiiil AMOUNT DUE O:~J~roj~807650~0071 \Pay Est. ~7 I hereby certify thai all itm"ns and amounts shown by this pay estimate are r-flrrect for the work completed to date. CO/IT/L4CTO/L' BB;ed on the ENGINEER'~ on.site ;nspections as an expeTieneed ;~1 qualified design professorial and on re~ of appfice~on for ~aymenx ;~d the accompanying data and ~chedules, &he ENGINE~ has dete~ine~, to the bes~ of his knowledge an~ ~hat the quantities shown by ~; esti~te are correct and ~hat, ba~ed on such ~;p~ctio~ and review. ~at the work has progressed Io ~e point inflated ~ubject lo afl evaluation of such work as a functioning Pro, ct upon Substantial Completion, to the r~ult8 of any subsequent tests re,ired by 1he Con,ct Documents. and to any qualificatio~ stated in his recommendation), and that pa~ent of the ~ount recommended is due Conuactods); but by reco~n~ng any pay~nt, the ENGINEER w~l not t~reby be deemed to have reviewed me means, methods, sequence, techniques, or proceedums of ~mtmcUon or safety pre~utions or programs incident thereto or thaL the ENGIN~R has made any ~aminaQon to ~ce~ain hew or fo~ what pu~ose any CDntra~or has used the ~ni~ paid on acca~t of t~ Contract Price, or ~at title to any of the work, mate~als, or equipm~c has pass~ ~o the Owner free and clear of any ~in, cla~s, security inte[~ts or m ~at the Cont~ctor(s) have completed t~lr work exactly in accordance wilh ~ Cenuact Documents. ElfgilIfEEi~; HOWARD R. GREEN COMPANY -- TITLE: Approved by Own~lCornmission CITY OF £;K RIVFR, t, fI#IitE$OTA BY: TITLE: DATE;