City Council

SPECIAL MEETING NOTICE AND AGENDA Sand Springs City Council July 22, 2014-12:00 noon Sand Springs Public Works Building 109 North Garfield Avenue - Conference Room Sand Springs, Oklahoma 74063 www.sandspringsok.org 1. Call to Order Time 2. Roll Call Ward 1-Phillips Ward 2-Nichols Ward 3-Burdge_ Ward 4-Fothergill_ Ward 5-Neal Ward 6-Jackson At Large - Rankin Resolution No. 15-05 regarding the River West Addition No. 3 project Council will consider approval of Resolution No. 15-05 related to a transfer of appropriations, award of bid, payment authorization, and signature authorization regarding the River West Addition No. 3 - Bid No. 1020 project. (Public Works) Adjournment Time This notice and agenda was filed in the office of the City Clerk and posted at 3:30 pm on July 17 2014, on the digital display board located in the lobby of the Sand Springs Municipal Building, 100 East Broadway, Sand Springs, Oklahoma 74063, by/Janifce L. Almy, City Clerk. Janice L. Almy, City  CITY OF SAND SPRINGS Sand Springs 100 E. Broadway St. • P.O. Box 338 • Sand Springs, Oklahoma 74063 O K L A H O M A Phone: 918.246.2500 • sandspringsok.org Agenda item #_ CITY OF SAND SPRINGS COUNCIL/AUTHORITY STAFF REPORT MEETING DATE: July 22. 2014 SUBJECT: RIVER WEST ADDITION NO. 3 COSS PROJECT NO. P-1311, BID NO. 1020 AWARD OF BID STAFF RECOMMENDATION: Approval of Resolution No. 15-05 related to a transfer of appropriations, award of bid, payment authorization, and signature authorization. BACKGROUND AND HISTORY: River West Addition No. 3 is a proposed commercial development located north of Morrow Road between State Hwy 97 and Main Street. Plans and specifications were prepared by the developer's engineer (SMC, Inc.) which include grading, public street & storm sewer, public water lines and public sanitary sewer lines. This project was previously bid as Bid No. 1015, with only one bid being submitted. After inquiries revealed that the low bid response was in part due to minor plan confusion among contractors attending the mandatory pre-bid meeting and a lack of awareness of the project among some contactors not in attendance, staff recommended the Sand Springs City Council consider rejection of all bids submitted under Bid No. 1015 in anticipation of receiving greater bid response with additional notification and minor plan clarification. On June 9, 2014, City Council formally rejected all bids received under Bid No. 1015. Upon engaging the developer's engineer {SMC, Inc.) to provide minor clarifications to the plans, City staff re-advertised, distributed plans, and conducted the mandatory pre-bid conference for this project. EXECUTIVE SUMMARY: On July 15th, the City received and opened sealed bids from four (4) contractors proposing to perform the work associated with this project. The attached bid tabulation depicts the low bid as being submitted by Dunham's Asphalt Services, Inc., in the amount of $2,554,371.00. Staff has prepared Resolution No. 15-05 transferring appropriations, awarding Bid No. 1020, authorizing payments, and authorizing the signature of all related documents. Estimated Start of construction is August 2014 with a 190 calendar day contract time.  Morrow WV/Pg 2 BUGETARY IMPACT: Funds are available within the various project accounts. COMPILED BY: Cody D Blair APPROVED BY: Public Works Engineer Attachments: Resolution No. 15-05 Bid Tabulation Budget Sheets  CITY OF SAND SPRINGS SAND SPRINGS, OKLAHOMA RESOLUTION No. 15-05 A RESOLUTION APPROVING A TRANSFER OF APPROPRIATIONS, AWARD OF BID, AUTHORIZING PAYMENTS, AUTHORIZING THE SIGNATURE OF ALL RELATED DOCUMENTS WHEREAS, the City of Sand Springs desires to construct a project known as River West Addition No. 3, Bid No. 1020; WHEREAS, a transfer of appropriations from the Capital Improvement Water and Wastewater Fund is necessary to construct public 8" water lines, public 8" and 10" sanitary sewer lines, and appurtenances as part of this project; WHEREAS, a transfer of appropriations from the Stormwater Capital Improvement Fund is necessary to construct stormwater detention facilities as part of this project; WHEREAS, a transfer of appropriations within the Street Improvement Fund is necessary to construct remaining portions of this project; WHEREAS, award of bid is necessary to construct this project; WHEREAS, authorizing payments pursuant to the contract is necessary to construct this project; WHEREAS, approval of the documents associated with this project are in the best interest of the citizens of the City of Sand Springs; THEREFORE, BE IT RESOLVED by the City Council of the City of Sand Springs as follows: 1. The following Transfer of Appropriations from the Capital Improvement Water and Wastewater Fund to the Street Improvement Fund is approved: Increase Expenditure: Street Improvement Fund River West Street Construction project $400,000 Decrease Expenditure: Capital Improvement Water and Wastewater Fund River West W&WW Construction project $400,000 2. The following Transfer of Appropriations from the Stormwater Capital Improvement Fund to the Street Improvement Fund is approved: Increase Expenditure: Street Improvement Fund River West Street Construction project $550,000 Decrease Expenditure: Stormwater Capital Improvement Fund River West Drainage Construction project $550,000  Resolution/Pg 2 3. The following Transfer of Appropriations within the Street Improvement Fund is approved: Increase Expenditure: River West Street Construction project $700,000 Decrease Expenditure: Airport Access Road project $700,000 4. Bid No. 1020 is awarded to Dunham's Asphalt Services, Inc. forthe Base Bid in an amount not to exceed $2,554,371.00. 5. All payments required pursuant to the contract are authorized. 6. The Mayor is authorized to sign all documents associated with the award of Bid No. 1020. This Resolution is approved in open meeting of the City of Sand Springs, Oklahoma, on the 22nd day of July, 2014. CITY OF SAND SPRINGS, OKLAHOMA Mike Burdge, Mayor ATTEST: Janice L. Almy, City Clerk Approved as to Form: David L. Weatherford, City Attorney  CITY OF SAND SPRINGS, OKLAHOMA River West Addition No. 3 Bid Opening: July 15, 2014 Bid No. 1020 Engineer's Estimate (SMC Consulting Engineers. Dunham's Asphalt Service*. Inc. Cherokee Pnde Construction, In Becco Contractors. In Item pascrlpnun Unit Price Bui Amount Unit Price Bid Amo Unil Price Bid Am PART1: WATER LINE BID 1 EXCAVATION "BENCHING £ BACKFILL UNCLASSIFIED CY 1.520 £ 30.00 $ 45 600 00 S 20.00 $ 30 400.00 J 500 $ 760000 £ 90C I 13.68000 £ 2500 S 33.000 00 2 8-IMCH AWWA C-900 pl/C OR-H CLASS MO LF 1 BOO S 2600 I 46 BOO 00 i 35.00 £ 6300000 1 3500 I S3 000.00 £ 3500 £ 83.000 00 t 3000 1 54.000.00 3 6-l-JCH AWWA C-800 PVCHR-14 CLASS MO LF 167 S 2400 $ 400300 I 31.00 £ 517700 1 3400 1 5 678 00 £ 2500 £ 4.17500 £ 2500 S 4.175.00 4 a-Xa-XB-TEEIFLiMJI EA 6 £ 750.00 £ 450000 I 35000 $ 2 10000 J 40000 I 2400.00 £ 440.00 S 2.640 00 I 45000 * 2 700.00 5 S"Xe"Xa"TEE(FLlMJl EA 1 S 750.00 £ 75000 £ 380.00 £ 38000 I 50000 I 500.00 £ 44000 £ 44000 £ 50000 I 50000 6 8JNCH 22 5 DEGREE BENO EA 1 £ 750 BO I 75000 £ 35000 £ 35000 i 40000 S 40000 £ 33000 £ 33000 I 30000 J 300.00 7 S-.8" INCREASES EA 1 S 75000 S 750.00 I 400.00 £ 40000 S 40000 s 40000 I 28000 £ 28000 $ 25000 S 250.00 B 8-INCH 45 DEGREE BEND EA 4 £ 75000 I 3.00000 t 400 oo I 1 60000S 26000 I 1.00000 S 30000 £ 1.20000 £ 30000 t 1 200 00 9 RESTRAINED JOINT. 6" PIPE/FITTING JOINT EA 18 £ 950.00 $ 17.10000 I 450.00 I 810000 S 5000 £ 900.00 I 11000 £ 1.980.00 S 5000 1 900.00 10 RESTRAINED JOINT r PIPE/FITTING JOINT EA 23 S 1 20000 S 27. BOO 00 1 430.00 I 3 390.00 S 6000 £ 1.33000 $ 17000 S 3.910.00 S 55.00 S 1 265.00 11 6-XB" TAPPING SLEEVE (CAST IRON OR D 1 ) i VALVE EA 1 I 3.500 00 I 3.500 00 I 1.500.00 I 1 50000S 2.000.00 £ 2.00000 i 3 500.00 t 350000 £ 3.000.00 J 300000 12 6-INCH GATE VALVE EA 6 £ 1.75000 S 10.50000 s 1.300.00 t 7 800 00 $ 75000 £ 4.50000 S 70000 £ 4.200.00 £ 750.00 £ 4 500 00 •3 8-INCH GATE VALVE EA 4 I 2.250 00 f 900000 S 2.10000 t 8400.00 S 1.250.00 £ S. 000 00 S 1.30000 S 5.200.00 £ 1000.00 S 4.000 00 •4 1-INCH AIR RELIEF VALVE & VAULT EA 1 i 7.50000 $ 750000 S 90000 i 900.00 I 1.750.00 £ 175000 t 240000 I 3.400.00 £ 1 500.00 £ 1.50000 15 6-INCH 3-WAY FIRE HYDRANT WITH RISER 4 5-FOOT BURY WITH 4JNCH STORZ CONNECTION EA S S 420000 I 25.20000 S 2.90000 S 17400.00 t 2.500 00 £ 15 000.00 £ 3 300.00 I 19.800.00 £ 3.000.00 £ 18000.00 16 8-INCH VALVE BOX EA B t 25000 S 1.50000 S 330.00 1 1.980.00 I 7500 t 450.00 £ B500 £ 51000 I 140.00 £ 84000 17 3-INCH VALVE BOX EA 4 t 350.00 I 1 .400 00 S 800.00 S 3.200.00 I 7500 £ 30000 £ B500 £ 340.00 1 16000 £ E40DO 18 8-INCH CONCRETE WITH 2-WCH ASPHALT (SAW CUT IS INCIDENTAL! SY 7 1 100.00 £ 700.00 s loooo S 700.00 I 5000 I 350.00 I 20000 £ 1.40000 I 15000 £ 1.050.00 19 AUTOMATIC WATER FILL ASSEMBLY WITH T WATER METER is 1 $ 12,50000 £ 12,500.00 t 10,000 00 £ 10.000-00 S 1500 t 1DTODOO £ 5,000.00 £ 5,00000 £ 10,000.00 £ 10,00000 I 1500 . .„ „ t 1 33,965. OO t 146,820.00 SUB-TOTAL FOR PART 1 WATER UNE BID- £ 2Z2,flSS.OO S 173.277.00 i^MftaMsoo PART2: SANITARY SEWER BID . ' - _ , -^^ nn 1 B-lNCH PVC SAM SEWER PIPE. SDR-35 LF 35! £ 35.00 t 12,23500 S 3200 I ;:,232.00 S 8000 £ 3500 S 12,385.00 £ 80.00 I 28,060.00 'ii .r.'" ..1-"28.080":00 2 10~INCH PVC SAN SEWER PIPE AWWA C-900. CLASS 200 IF 1 228 I 55.00 £ 67.54000 S 3JOO S 41.75200 i loooo t 122. BOO 00 I 4400 £ 54.032 00 I 100.00 I 12280000 3 10-INCH PVC SAN SEWER PIPE. SOH-35 IF 1 008 S 4000 $ 40 320 00 £ 3500 S 35 280 00 S B500 t 85.680.00 S 4200 £ 42 336 00 £ 90.00 £ 90.720.00 4 8-lNCH AWWA DIP PRESSURE CLASS 350 IF 105 S 3500 S 6.825.00 I 5600 I 5. 380 00 S 14000 £ 14700.00 S 5500 £ 5 775 00 S 150.00 S 15.750 00 5 10-INCH AWWA DIP PRESSURE CLASS 350 IF 77 £ 70.00 £ 5 390 00 $ 6600 I 5 082 00S 15000 I 11.550.00 £ 12000 £ 9 240 00 I 170 00 £ 1309000 6 SANITARY SEWER MANHOLE ff-W 3500 PSI FA 20 £ 3.500.00 I 70.000.00 S 2.200 00 I 44.000.00 f 2.00000 £ 40 000 00 I 3.200 00 £ 6400000 S 4.00000 x ao.ooo oo 7 SANITARY SEWER MANHOLE GREATER THAN 8'. 3500 PSI VLF a i soo.oo I 4,00000 t 35000 S 2 800.00 I 20000 I 1. SOD 00 S 230.00 J 1 84000 £ 30000 £ 240000 e f DUCTILE IRON SERVICE TEE FA 1 $ 75000 £ 750.00 S 1000.00 S 1 000.00 1 2.00000 S 2.00000 £ 35000 £ 35000 £ 1.50000 I 1 50000 9 CONNECTION TO EXISTING SSMH EA 2 S 1 500.00 £ 3.000.00 £ 1 000.00 S 200000 S 2.000.00 S 4 000 00 I 2.30000 £ 4.600 00 I 250000 S 500000 10 fl" CONCRETE WiTH f ASPHALT (SAW CUT S CURBING ARE INCIDENTAL SY 48 £ 100.00 £ 4.800.00 i loooo S 480000 S 50.00 J 2.400.00 £ 9000 I 4.32000 I 15000 S 7.20000 11 DEFLECTION TEST IS 1 £ 3.500.00 S 3.500 00 i B.OOOOO S 8.000.00 $ 1.00000 S 1.00000 £ 230000 I 230000 £ 7 500.00 £ 7.500 00 12 LEAKAGE TEST IS , I 4.50000 £ 4 500.00 S 1500000 $ 1500000 I 1.50000 $ 1 50000 S 2.300.00 t 230000 £ 8.000 00 s soon rm 13 REPLACE EXISTING LID S FRAME WITH WATER TIGHT LID S FRAME EA 2 i 500 oo S 1.000.00 £ aoooo I 1.800.00 I 750.00 £ 1.50000 £ 600.00 $ 1.200.00 £ 1,50000 I 3.000 00 SUB-TOTAL FOR PART 2 SANITARY SEWER BIO - | t 213.910.00 £ 178.4M.OO £ 204,578.00 I 335.0*0.00 * - ." 3tt.B10.00 PART 3: PAVING 1 DRAINAGE BID 1 CLEARING AND GRUBBING LS 1 S 17.50000 t 17.50000 £ 26000000 I 260.00000 I 20.000.00 S 2000000 £ 15000.00 £ 15.00000 £ 2500000 £ 25 oan nn 2 UNCLASSIFIED EXCAVATION IOK-fifT6 CUT S FILL! r.y 40.950 £ 500 t 204 750.00 £ 330 I 13513500 S 1450 S 593 775 00 £ 8.00 I 327.600 00 £ 2000 £ Sisaonnn 3 EMBANKMENT (INCLUDING THF TOP SOIL] (IMPORT) CY 37.965 I 1300 I 493.545.00 I 1300 S 493 545.00 I 7.00 I 265 755 00 I 19.00 S 721.33500 £ 1000 £ 379.6511 nn 4 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) is 1 £ 12.50000 I 1250000 S 6.00000 S 6.000.00 S 300000 S 300000 £ 5.000.00 S 5.00000 J 500000 £ 5.000.00 5 TEMPORARY SILT FENCE LF 4340 I 300 S 1302000 S 3.30 S 14.32200 s i.oo S 434000 £ 2.00 £ 6680.00 £ 200 £ 8.680 nn 6 ROCK CHECK DAM FA 4 £ 120000 £ 480000 £ 1.200.00 £ 4.80000 £ 500.00 J 200000 £ aoooo £ 3 200.00 £ i ooooo £ 4.000 00 7 TEMPORARY INLET SEDIMENT Fll TFR FA 17 $ 50000 I 8.50000 S 10000 s s aoooo S 30000 s s 100. oo s 13000 S 2.210 00 £ 15000 £ 2.550.00 a SOLID SLJVB SODDING SY 6.045 $ 400 i 24 180 00 S 2.60 S 1571700 J 3.00 $ IS 135 00 £ 270 £ 16.321.50 £ 2.00 £ 1209000 s HYDRO- MULCH SEEDING ACRE 160 £ 750000 i 12000000 £ 1.10000 S 1760000 £ 3.00000 S 48 DOO 00 I S 1 900 00 30.400 00 S 1 500 00 t 24 000 00 eiDTAB_Re-&a, River WnsAOfl No. 3  Engineer's Estimate (SMC Coti tuning Engineers. P. C.) Dunham's Asphalt S«vic«s, Inc. Cherokee Pride Construction. Inc. A1A Asphalt Inc. Becco Contractors. Inc. Item Docription Unit Qty Unit Price Bid Amount Unit Plica Bid Amount Unit Price Bid Amount Unit Pries Bid Amount Unit Prtc* Bid Amount 10 STABILIZED CONSTRUCTION ENTRANT EA 1 £ 3500.00 I 350000 I 3.300 00 S 3.30000 t 1.00000 £ 1 ooooo I 2 500.00 $ 250000 £ 500000 £ 500000 11 6-INCh STABILIZED SUBGRADE ISY 9.545 £ 5.00 £ 47.725.00 S 600 £ 57 270 00 £ 5.00 $ 47 775 00 S 650 I 6204250 I 500 £ 47 725 00 12 SEPARATOR FABRIC GEOTEXTILE in MIL [MSHTO M288] SY 23.805 £ 250 £ 5951250 S 2.25 £ 53.561 25 £ 1 00 £ 2380500 I 1.25 £ 28.758 25 £ 1.00 I 23 805.00 13 TACK COAT id OB GAUSY: GAI 1 158 t 300 I 3 474 DOS 4.00 £ 463200 £ 4.00 S 4 632.00 S 250 £ 283500 £ 300 £ 3 474.00 14 PRIME COAT (0.12 3AUSY) RAI 1.145 £ 300 I 343500 S 4.00 £ 4580.00 £ 7.00 £ 801500 £ 7.00 £ 8.015.00 £ 300 £ 3 435 00 15 2-WCH HOT MIX ASPHALT CONCRETE OOOT TYPE B 'SY 7.238 t 1200 I 86.856.00 S 8.00 £ 57904.00 I 9.02 £ 65 286.76 £ 8.20 I 59.351 60 £ 900 £ 65.14200 16 4-INCH HOT MIX ASPHALT CONCRFTF OfMlT TYPE A SY 16.783 I 22.00 I 36922600 S 11.50 £ 193.00450 I 12.62 £ 211601.46 S 12.85 I 21566155 £ 1300 £ 218.17900 17 'LF 3S5 £ 500 I 1 77500£ 5.00 £ 1.77500 t BOO I 2 840.00 £ 4.00 I 1.42000 $ 500 £ 1.775.00 18 RIP RAP PAD EROSION CONTROL DETAIL FA 4 £ 1 10000 S 440000 £ 1.500.00 S 6.00000 I 2. ODD. 00 £ 8000.00 £ 3 000.00 I 12.00000 S 1500.00 I 6.000 00 19 6-INCH HIGH COMBINATION CURB 1 GUTTER. 3000 PSI ; LF 3750 I 14.00 I 5250000 S 1800 £ 6000000 S 1500 £ 56 250 00 i 1300 t 48.750 00 £ 13.00 £ 48.750.00 _20_ 5-FOOT WIDE CONCRETE SIOEWAI * (4- THICK 3000 PSI) ^SY _2,415_ _£ 4500 S 108.675.00 S 4400 £ 1D6.J6000 I 5000 J 120 750 00 £ 4200 £ 10143000 S 3500 S 8452500 21 STORM WATER MANHOLE (41 I.D ]. L/C FRAME S UO PER DETAIL 4000 PSI IAJE) •EA I 3.750 DO £ 750000 £ 3 000.00 S 6. DOOM $ 2.500 00 I 3 900 00J 7800.00 £ 4DOODO S 8.000 00 STORM WATFR MANHOLE (51 1 D ) DC FRAME S LID PER DETAJL. 4000 PSI (WEI 'EA 10 S 45.00000 £ 5.000 DD £ 5000000 £ 3 000.00 £ 30 000 DO $ 4.400.00 £ 44 000 00 £ 480000 £ .18. 000 DO 23 STORM WATFR MANHOLE (S1 1 D.I UC FRAME 3 LID PER DETAIL. 4000 PSI IA/E1 iFfl 3 £ 5.50000 S 16.50000 £ 6 000 00 i laooooo £ 4.000.00 £ 1200000 £ 5 200.00 $ 15 soo.oo S 700000 £ 21 000 DO 24 CURB INLET DES 2-0 [UC FRAME. GRATE AND HOOD). 4000 PSI (MB EA 4 £ 3.200.00 t 12 800.00 j 500000 £ 20 000.00 £ 2 500 00 £ 1000000 S 3 900.00 I 15.600 OD s 6 ooo oo i 24 ooo.oo 25 CURB INLET DEE 2-1 [I/C FRAME. GRATE AND HOOD] 4000 PSI (WE) IFA 3 £ 375000 £ 11. 250 DO £ 5.000.00 £ 1500000 I 3.DOOOO S 9 000 00 £ 4 400 00 $ 13200.00 £ 700000 i 21 ODD 00 26 CURB INLET DES 1-1 (DC FRAME GRATE AWD HOOD). 4000 PSI (AJE)- W/2 EXTRA GRATES FA 1 £ 450000 £ 4.50000 £ 7 000 00 £ 7.00000 t 4.50000 $ 450000 S 5000.00 £ 5.000.00 I 9. 500 DO £ 9.500 00 27 GRATED AREA INLET. 4000 PSI (AJE) EA 3 S 3.500.00 £ 1050000 £ 3.500 00 I 10.50000 £ 3.000.00 s 900000 S 3 900.00 £ 1 1 700.00 £ 590000 £ 17.700.00 28 UTILITY MANHOLE ADJUSTTO GRADE EA 3 £ 750000 £ 23.500.00 £ 80000 £ 2.400.00 £ 1.00000 £ 3 000 DO £ 1 000.00 £ 300000 I 1.20000 I 3.600.00 28 1S-INCHR.C P'PE CLASS III [TRENCHING. BEDDINGS BACKFILL INCLUDED] IF 69 I 8000 I 5 520.00 £ £000 I 3.450 00 S 50.00 £ 3 450.00 £ 8000 £ 552000 £ 8000 I 5.520 00 30 24-INCH RC PIPE CLASS III fTRENCH ING BEDDING 8 BACKFILL INCLUDED] •IF 155 I 10500 I 16.27500 £ 60.00 I 9.300.00 £ 6000 £ 9 300 00 £ 83.00 1 12 865 00 £ 100 00 £ 15500.00 31 30-INCH R.C PIPE CLASS III fTRENCHING BEDDING S BACKFILL INCLUDED) 'LF 261 I 125.00 S 32.625 00 £ 8600 I 22.446.00 £ 7500 £ 1957500 £ 10000 i 26.10000 J 130 OD £ 33930.00 32 36-INCH R C PIPE CLASS III ITRENCHING BEDDING. £ BACKFILL INCLUDED) LF sea £ 150.00 t 85.200 00 S 120.00 S 6B. 160.00 £ 7600 I 43 168.00 i 11000 £ 62.480 00 I 18000 £ 102240.00 33 30-INCH CONCRETE SLOPE END WALL. 3000 PSI EA 1 £ 1.500.00 t 1 50000 S 7.500.00 S 7.500.00 $ 3.50000 I 2500.00 S 280000 £ 2.800 00 S 280000 £ 2800.00 34 38-INCH CONCRETE SLOPE END WALL 3000 PSI EA 3 £ 2.000.00 £ 6000.00 S 8.000.00 £ 24.000 00 S 350000 S 10.500 DO £ 3 100.00 £ 9 300 OD J 3 400.00 £ 10 200.00 35 DEMOLITION OF EXISTING PAVING/REMOVAL OF INLETS. PIPES MANHOLES ETC LS 1 £ 6500000 £ 65.000 00 £ 12.000.00 J 12.000.00 £ 2000000 £ 20 000.00 £ 85 000.00 £ S5.0000D £ 60 000 00 i so .000.00 36 SHEET ALUMINUM SiGN (COMPLETE INSTALLATION PER DETAIL) (UC STREET NAME SIGNAGEI EA 3 £ 500.00 £ 1.500.00 £ 25000 E 750.00 £ 49000 1 1 470.00 £ 33000 £ 960.00 £ 20000 I 600.00 37 TRAFFIC STRIPE (PLASTIC) 14' WIDE (SOLID YELLOW) LF 3.400 I 3.00 £ 10.200.00 £ 120 I 4.080.00 £ 100 £ 3 400.00 £ 110 £ 3 740.00 £ 1.00 £ 3. 400. DO 38 TRAFFIC STRIPE (PLASTIC] if WIDE) (DASHED YELLOW] LF 2.015 I 3.00 f 604500 £ 120 £ 2.418.00 t 1 00 £ 201600 I 1 10£ 2.216.50 S 1.00 £ 2015.00 39 TRAFFIC STRIPE (PLASTIC] (4" WIDE) (SOLID WHITE) LF as S 3.00 S 285.00 I 200 £ 190.00 £ 085 S 80.75 S 1 10 £ 10450 t 1.00 £ 9500 40 TRAFFIC STRIPE (PLASTIC) (8" WIDE (SOLID YELLOW) LF 265 £ 800 S 2.120.00 S 2.20 £ 583.00 I 170 S 450.50 £ 2.20 £ 58300 £ 2.00 1 53000 41 TRAFFIC STRIPE (PLASTIC) (24' WIDE FOR STOP BAR| (SOLID WHITE) LF 75 £ 30.00 £ 2.250. OD $ 10.00 £ 750.00 1 3.00 £ 1300 £ 975.00 £ 8.00 £ 60000 I 92500 42 TRAFFIC STRIPE (PLASTIC) ( 24' WIDE. 8' LONG STRIPE ACROSS CROSSWALK! (SOLID WHITE) .LF 335 I 40.00 £ 13,400.00 I 11.00 S 300 * . rule r,n I 1300 £ 4,355.00 I 11.00 £ 3.685 00 I 3.685.00 £ 1.005.00 43 TRAFFIC STRIPE (PLASTIC) (ARROWS) (SOLID WHITE) EA 25 S 500.00 I 12.500.00 s loooo £ 2 500 00 I 8500 £ 2125.00 s 10000 £ 2.500.00 £ 11000 £ 2.750 00 44 CONSTRUCTION ENTRANCE BARRICADE fTYPE ill) EA 5 £ 650.00 S 3.250.00 I 300.00 £ 1500.00 t 100.00 £ 50000 £ 140000 £ 700000 £ 275.00 £ 1 .375 00 45 CONSTRUCTION TRAFFIC CONTROL LS 1 £ 9.500.00 S 9.50000 £ 1000000 j 10.000.00 £ 3.200 00 f 320000 £ 3.800.00 I S.BOO.OO S 9.00000 £ 900000 46 PVC GEO-MEMBRANE 30 MIL (ASTM-7 176-00) SY 11 905 S 3.00 £ 35715.00 £ 10.00 1 119.050.00 £ 1300 I 154 765 00 S 650 $ 77.382.50 £ 1000 £ 119.05000 47 SEDIMENT flASIN SKIMMER 'EA 1 I 4 500 00 I 4.50000 S 5.DOODO £ 500000 I 5.20000 £ 5.200.00 £ 600000 £ 600000 £ 2.300.00 £ 2.300 00 43 SEDIMENT TRAP .EA 1 £ 1.500.00 I 1.50000 $ 2.500.00 £ 2.500 00 t 4.500.00 £ 450000 I 1.500.00 I V5OODO £ 300000 £ 3.000.00 49 ADA WHE£_ChAIR RAMP 3000 PSI EA 10 S 1.250.00 S 12 500 00 S 100000 I 10.000 00 £ 1 500 00 S 15000DO S 900.00 £ 9000.00 £ 100000 £ 1000000 SO CONSTRUCTION MATERIAL TESTING LS 1 £ 45.000 00 S 45.000.00 £ 60 000 00 £ 60 000.00 S 15.00000 $ 15000.00 £ 106.00000 £ 108.00000 I 25 000.00 £ 25.000 00 51 30-INCH POLYPROPYLENE DUAL WALL PIPE ITRENCHING BEDDING f. BACKFILL INCLUDED) (AASHTO M330 LF 145 S 6500 £ S.425 00 1 95DD £ 1377500 £ 69.00 I 1000500 £ 9000 £ 1305000 £ 10000 S 14.500.00 5! 36-INCH POLYPROPYLENE DUAL WALL PIPE ITRENCHING BEDDING f. aACKFIU. INCLUDED) [AASHTO M330) LF 995 S 85.00 S 84 575 00 £ 11500 J 114.42500 t 70.00 £ esesooo S 90.00 $ 8955000 £ 11500 £ 114.425.00 53 35-INCH HEADWALL W/24-INCH ORIFICE STEEL PLftTE EA 1 S 4500.00 I 4.50000 I 9.000.00 £ 900000 £ 4.900.00 S 4 SOO.OO £ 6 600 00 £ 6.600 00 £ 250000 S 2 500. on 54 CONCRETE PLUG FA 4 £ 1.250 M £ 5.DOODO £ 1 00000 £ 400000 s loooD £ 400 00 £ 80000 I 320000 £ 50000 £ 2.DOOOO 5S 6-INCH AWW A DIP PRESSURE Cl ASS 350 LF 32 I 5500 £ 1.76000 £ 50.00 £ 1.60000 £ 5000 S 160000 J 25000 £ 800000 £ 350.00 1 11.20000 56 6-INCH 45 DEGREE BEND EA 4 S 75000 £ 3 000 00 £ 35000 I 1.40000 I 400 00 S 1 60000 £ 30000 £ 1.200.00 S 210 00 s 840 nn 57 RESTRAINED JOINT S~ PIPEjmriNfi JOINT EA 10 £ 900.00 I 900000 i 400.00 I 4.00000 £ 5000 I 500.00 I 35000 £ 3.500DO £ 3500 £ 35000 SB 6-INCH GATE VALVE !EA 1 S 1 750.00 1 1 750 00£ 2 000.00 X 200000 £ 750.00 £ 750.00 I 50000 I 500.00 S 100000 £ 1 000.00 59 6-INCh VALVE BOX EA 1 £ 25000 £ 25000 £ 1,500.00 S 1.500.00 S 100.00 I 10000 £ 500.00 £ 500.00 £ 20000 £ 20000 „..„ TnT. cno „ , - , „„ ,nc ,, , '« >,» *•>„ ™ | 2,232,068.50 £ 2,501,185.00 I 2.152,687.75 i 1,999.S44\47 t------'Z3»,TT9M' BIDTAB Re-Bfl, River WesAdd. No 3  Engineer1! Estimate (SMC Consulting Engineers. P.C.) Dunham's Asphalt Services. In Cherokee Pride Consbudioti. In A B A Asphalt,Inc. Becco Contractors, Inc. Item Dateriplion CMy Unil Pnee Bid An Unit Price Bid Amount Unit Price Bid Amount Unit Price Bid Amount Un it Price BWAmou nl PART 4: MOBILIZATION 1 MOBILIZATION I LS 1 1 270,863 B5 $ 270.863 65 i 50 000.25 t 50,00025 5 232,00000 ! 232000.00 1 S 260.000.00 I 260,00000 I 165.00000 i 185.000.00 SUB-TOTAL FOR PART 4 MOBILIZATION BID = > 270.aS3.S5 1 50,000.25 ( 232,000.00 t 2BO.OOO.OO i 16S.OOO.OO TOTAL BID [PART 1 WATER LINE . PART 2 SANITARY SEWER- PART 3 PAVING & DRAINAGE * PART4 MOBILIZATION) - It 2.979.500.15 I 2.94fl,34JLBoJ t 3.21B,MS.Og CiTy o' Sand Spnngs Puofcc Wortts hereby certity mat tns 15 a true atid correct Tabulation of B«B recevfld by Die City of Sand Spfinas at 10'OOa.rn on the 15th day of June. 2014 CodyD Blair. P.»TPuDlic Works Enane BIDTAB_Rs-Bia. RiveiWestAOO No. 3 PREPARED 07/17/2014, 13:59:37 City of Sand Springs PAGE I PROGRAM GM188L PROJECT BUDGET REPORT ACCOUNT NUMBER/ PROJECT-TO-DT PROJECT-TO-DT 2015 PROJ-TO-DT UNENCUMBERED ACCOUNT DESCRIPTION BUDGET 2015 BUDGET EXPENDITURES EXPENDITURES ENCUMBRANCES PROJ-TO-DT BALANCE PROJECT:471501-River West W&WW Const TYPE: CP Capital Project SUB-TYPE: WM Water Misc STATUS: ACTIVE 470-9120-432.40-11 400,000.00 400,000.00 .00 .00 .00 400,000.00 Wtr Dist & WW Coll Syst FUND 470 TOTAL 400,000.00 EXPENSE TOTAL 400,000.00 400,000.00 .00 .00 .00 400,000.00 PROJECT TOTAL 400,000.00 400,000.00 .00 .00 .00 400,000.00 PREPARED 07/17/2014, 13:57:21 City of Sand Springs PAGE PROGRAM GM188L PROJECT BUDGET REPORT ACCOUNT NUMBER/ PROJECT-TO-DT PROJECT-TO-DT 2015 PROJ-TO-DT UNENCUMBERED ACCOUNT DESCRIPTION BUDGET 2015 BUDGET EXPENDITURES EXPENDITURES ENCUMBRANCES PROJ-TO-DT BALANCE PROJECT:461404-River West Drainage Const TYPE: CP Capital Project SUB-TYPE: SW Storm Water Drainage STATUS: ACTIVE 460-9820-435.40-10 550,000.00 500,000.00 .00 .00 .00 550,000.00 Public Improvements FUND 460 TOTAL 550,000.00 500,000.00 .00 .00 .00 550,000.00 EXPENSE TOTAL 550,000.00 500,000.00 .00 .00 .00 550,000.00 PROJECT TOTAL 550,000.00 500,000.00 .00 .00 .00 550,000.00 PREPARED 07/17/2014, 14:33:15 City of Sand Springs PAGE PROGRAM GM188L PROJECT BUDGET REPORT ACCOUNT NUMBER/ PROJECT-TO-DT PROJECT-TO-DT 2015 PROJ-TO-DT UNENCUMBERED ACCOUNT DESCRIPTION BUDGET 2015 BUDGET EXPENDITURES EXPENDITURES ENCUMBRANCES PROJ-TO-DT BALANCE PROJECT:440901-Airport Access Road TYPE: CP Capital Project SUB-TYPE: ST Streets STATUS: ACTIVE 440-5200-331.01-15 300,000.00 .00 .00 .00 .00 300,000.00 OK Dept of Transportation FUND 440 TOTAL 300,000.00 .00 .00 .00 .00 300,000.00 REVENUE TOTAL 300,000.00 .00 .00 .00 .00 300,000.00 440-5220-431.40-10 1, 200, 000. 00 200,000.00 .00 .00 .00 1,200,000.00 Publ ic Improvement s 440-5220-431.40-13 .00 .00 .00 .00 .00 .00 Easement & ROW Purchases 440-5220-431.40-20 .00 .00 .00 .00 .00 . 00 Legal & Admin Fees 440-5220-431.40-21 .00 .00 .00 .00 .00 .00 Engineering/ Architect Fee 440-5220-431.40-98 .00 .00 .00 .00 .00 .00 Direct Costs - Mgmt 440-5220-431.40-99 .00 .00 .00 .00 .00 .00 Indirect Costs - Mgmt FUND 440 TOTAL 1,200,000.00 200,000.00 .00 .00 .00 1,200,000.00 EXPENSE TOTAL 1,200,000.00 200,000.00 .00 .00 .00 1,200,000.00 PROJECT TOTAL 900,000.00 200,000.00 .00 .00 .00 900,000.00 - 700f OOO.OC 2.OO, OOO, &O PREPARED 07/17/2014, 13:53:59 City of Sand Springs PAGE : PROGRAM GM188L PROJECT BUDGET REPORT ACCOUNT NUMBER/ PROJECT-TO-DT PROJECT-TO-DT 2015 2015 UNENCUMBERED ACCOUNT DESCRIPTION BUDGET 2015 BUDGET EXPENDITURES EXPENDITURES ENCUMBRANCES 2015 BALANCE PROJECT:441501-River West Street Const TYPE: CP Capital Project SUB-TYPE: ST Streets STATUS: ACTIVE 440-5220-431.40-10 1,100,000.00 1,100,000.00 .00 .00 .00 1,100,000.00 Public Improvement s FUND 440 TOTAL 1,100,000.00 1,100,000.00 .00 .00 .00 1,100,000.00 EXPENSE TOTAL 1,100,000.00 1,100,000.00 .00 .00 .00 1,100,000.00 PROJECT TOTAL 1,100,000.00 1,100,000.00 .00 .00 .00 2,750,000,00