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ST0001-EM020122L /v ZZ �c,Q 0 L l ,Page 2 :) CITY OF COPPELL P.O. BOX 478 COPPELL, TEXAS 75019 Periodical Estimate No.: ONE Period: 11/15/2001 to 1/15/2002 Project: Creekview Drive and Freport Parkway Contractor: Infrastructure Services, Inc. Project No.: ST 00-01 Address: P.O. Box 496448 Fund: Garland, Tx. 75049 -6448 Original Contract Amount: 1,040,811.40 Original Contract Time: 150 c. days Plus Change Orders: With Adjustments: Value of Work to Date: 1,040,811.40 Time Charged to Date: _ 64 days Item Description Unit Unit No. Original Quantity Value of Of Price Estimated Completed Completed Measure Bid Quantity to Date Work 101 Right-of-way Prep LS $ 500.00 102 Unclassified Excavation 1 1 $ 500.00 V CY $ 1.00 6500 6500 00.00 V 103 Roadway Fill CY $ 1 $ 6, 5 104 8" Lime Su rade 3000 3000 $ 3,000.00 SY $ 1.25 19000 _ 105 H drated Lime TNS $ 110.00 $ 106 T' Pave/6" Mono Curb 333 $ - SY $ 23.25 12800 107 8" Pave/6" Mono Curb SY $ 27.00 5100 $ _ _ 108 6" HMAC Pavement SY $ 23.00 1550 $ 109 5" Sidewalk/Ram s SY $ " 110 Median Paving/Pavers $ 29.70 2300 $ 111 --Sodding _ SY $ 26.90 500 $ _ SY $ 2.70 16200 _ 112 Modular Block Wall SY $ 117.66 $ 113 TXDOT Ped. Rail 190 $ - LF $ 48.68 255 $ _ 114 Gabion Ret. Wall CY $ 133.56 115 Stomiwater Prev. Plan 420 210 $ 28,047.60 LS $ 500.00 1 1 $ 500.00 116 Sawcut Exist. Pavement LF $ 1.70 Remove exist Pavement $ SY 956 117 118 Remove exist HMAC Pav SY $ 6.25 511 $ 119 Remove exist Barricade $ 2.55 1341 $ _ LF $ 25.00 40 40 $ 1,000.00 120 Concrete Header LF $ 20 00 121 4" white N/R Buttons 50 $ _ $ 3.71 100 122 $ 4" white Reflect Buttons EA $ 4 51 - 123 4" Yellow dbl Ref. Buttons 4.51 300 300 $ _ � $ 124 x $ _ 66 Ref. Jiggle Bars EA $ 14.84 125 Pay. Markin s Arrow T5 0-0 20 $ _ � $ 1 g $ 126 Pay. Marki s Lane Tran LF $ 2 12 127 Traffic Control 810 $ _ LS $ 1,000.00 1 $ � 128 H dromulch Seed ing SY $ 0.2T' - 201 10' Recess curb inlet 7606 $ - $ 1,200.00 6 202 T $ A Manhole EA $ 1 200 00 203 21 " C 11 I RCP 2 $ - LF $ 47.31 125 $ _ 204 24" C III RCP LF $ 57.37 205 206 207 208 209 301 302 303 304 305 306 307 308 309 310 311 312 313 401 501 502 503 505 506 507 509 510 511 512 513 514 601 602 603 604 2T'(C III )RCP Connect exist 30" RCP Field Conn. Exist 60 "RCP Trench Saf Erosion Control Mattin 6" PVC(C -900 ) Water 8" PVC(C -900 ) Water 12" PVC C -900 Water 6" Gate Valv SD15 8" Gate Valv SD15 12" Gate Valv SD15 Connect exist 8" PVC Connect exist 12" PVC Fire Hydrant (SD16 2" Comb.air/vac Valve 6" Blowoff assembl Ductile fittings Trench Saf Sanitary Sewer Manhole 1/2" Sch 40 PVC 3/4" Sch 40 PVC 1" Sch 40 PVC 1 1/4" Sch 40 PVC 1 1/2" Sch 40 PVC PGM 4" pop-up Rotors 2" Rainbird PGA zone valve Conc. Valve Box Irritrol IBOC 100 Bat. Cont. 2" TypeK Serv. Line 2" Con 40-100 dbl ck a ssy 4" Sch 40 PVC 2" tap on 12" water line Rep. Umg irrigation WWP Light Pole Foundation 2" SCH 40 PVC Sin le Arm Luiminair Dual Arm Luiminair LF $ 65.03 EA $ 600.00 EA $ 600.00 LF $ 1.30 SY $ 4.50 LF $ 26.54 LF $ 24.48 LF $ 28.35 EA $ 523.57 EA $ 580.50 EA $ 1,088.09 EA $ 636.00 EA $ 636.00 EA $ 1,575.58 EA $ 1,464.39 EA $ 1, 546.68 TNS $ 3,889.37 LF $ 1.38 EA $ 331.78 LF $ 2.18 LF $ 2.90 LF $ 7.14 LF $ 25.18 LF $ 30.28 EA $ 79.50 EA $ 954.00 EA $ 282.67 EA $ 901.00 LF $ 15.25 EA $ 1,007.00 LF $ 16.96 EA $ 848.00 LS $ 1,060.00 EA $ 550.00 LF $ 6.36 EA $ 2,850.00 EA $ 3,500.00 Page 2 Ip $ 1,592.40 $ 8,812.80 WA $ 2,1 76.18 w $ $ 1,272.00 $ 11,029.06 R 0 0 0 0 0 0 0 0 0 0 s s s $163,638.56 Remarks `' ., ; Value of Original Contract Performed: Value of Extra Work Performed: Total Value of Work to Date: Less Retainage $163,638.56 $163,638.56 5% $ 8,181.93 Page 3 Total, Less Retainage Less Previous Payments(s): Current Payment Due: $155,456.63 $ Recommended for payment by: Date: APPROVED: City Engineer Date: EXTRA WORK PE RFORMED No. of Price Measu Bid Estimated Completed Quanti to Date Completed Work CHANGE ORDER NO.: DATE OF APPROVAL: