RFB Addendum 3
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- Jessica Miles
- 5 years ago
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1 Yes GENERAL CONDITIONS 1.00 MOBLIZATION AND DEMOBILIZATION 1 LS $ 293, $ 293, STORMWATER POLLUTION PREVENTION PLAN (INCLUDES EROSION CONTROL AND SEDIMENT IMPLEMATION PLAN) 1.02 STORMWATER POLLUTIONPRVENTION IMPLEMENTATION (INCLUDES EROSION CONTROL AND SEDIMENTATION IMPLEMENTATION 1 LS $ 1, $ 1, LS $ 25, $ 25, TRAFFIC CONTROL PLAN 13 MO $ $ 5, TRAFFIC CONTROL IMPLEMENTATION 13 MO $ 7, $ 95, TRENCH SAFETY PLAN LF $ 2.25 $ 23, CITY OF WACO PROJECT SIGN 4 EA $ 1, $ 4, GENERAL CONDITIONS SUBTOTAL: $ 450, SEWER IMPROVEMENTS 2.00 EXCAVATION (ROADWAY) 28 CY $ $ LIME (HYDRATED LIME (SLURRY)) 2 TON $ $ LIME TRT (SUBGRADE)(8") 69 SY $ $ 1, PORTLAND CEMENT TREATMENT (PUG BASE)(SLURRY) 69 SY $ $ 2, CEMENT 2 TON $ $ PRIME COAT (RC 250) 21 GAL $ 5.00 $ D GR HMA(SQ) TY C PG TON $ $ 1, " SDR 26 PVC SEWER LINE (+5' 10' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 179 LF 8" SDR 26 PVC SEWER LINE (+5' 10' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 719 LF 10" SDR 26 PVC SEWER LINE (+5' 10' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 57 LF 12" SDR 26 PVC SEWER LINE (+0' 5' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 372 LF 12" SDR 26 PVC SEWER LINE (+5' 10' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 3930 LF 12" SDR 26 PVC SEWER LINE (+10' 15' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 412 LF 15" SDR 26 PVC SEWER LINE (+10' 15' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 815 LF $ $ 15, $ $ 63, $ $ 5, $ $ 28, $ $ 383, $ $ 55, $ $ 117, " SDR 26 PVC SEWER LINE INCLUDING HORIZONTAL AUGER BORING 457 LF $ $ 58, PSI RATED 8" SDR 26 PVC SEWER LINE (+5' 10' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 36 LF $ $ 2, " DIA. (MIN. 15" I.D.) DR 11 HDPE SEWER LINE INCLUDING PIPE BURST 518 LF " DIA. (0.5" THICK) STEEL CASING PIPE INSTALL BY HORIZONTAL AUGER BORE 457 LF 2.18 CONCRETE ENCASEMENT CENTER JOINT 392 LF $ $ 184, $ $ 262, $ $ 34, " (MIN.) SANITARY SEWER SERVICE (SHORT) W/ 2 WAY CLEANOUT AND CONNECT TO PRIVATE SERVICE W/ CURB AND GUTTER REPLACEMENT 47 EA 4" (MIN.) SANITARY SEWER SERVICE (LONG) W/ 2 WAY CLEANOUT AND CONNECT TO PRIVATE SERVICE W/ CURB AND GUTTER REPLACEMENT 42 EA Page 1 of 5 $ 1, $ 62, $ 1, $ 77,616.00
2 RELOCATE EXISTING PRIVATE 4" SCH. 40 PVC SANITARY SEWER SERVICE (FRONT $ 2, $ 4, OR SIDE YARD TO ROW) 2 EA " (MIN.) SANITARY SEWER SERVICE (LONG) W/ 2 WAY CLEANOUT AND CONNECT TO COMMERCIAL SERVICE 2 EA RELOCATE EXISTING PRIVATE 6" SCH. 40 PVC SANITARY SEWER SERVICE (LONG) (FRONT OR SIDE OF BUILDING TO ROW) 1 EA $ 1, $ 2, $ 2, $ 2, BYPASS PUMPING 1 LS $ 107, $ 107, NEW 4' DIAMETER MANHOLE (0 5' DEEP) WITH STANDARD COVER AND CONCRETE COLLAR 58 EA $ 4, $ 263, EXTRA DEPTH FOR 4' DIAMETER MANHOLE OVER 5' DEEP 191 VF $ $ 70, REHABILITATE 4' DIAMETER MANHOLE (10' 16' DEEP) WITH STANDARD COVER AND CONCRETE COLLAR 2 EA $ 2, $ 5, ABANDON 4' DIAMETER MANHOLE (10' 16' DEEP) WITH STANDARD COVER 2 EA 2.29 REMOVE EXISTING 4' DIA.MANHOLE (10' 16' Deep) WITH STANDARD COVER 30 EA 2.30 CONNECT EXISTING SANITARY SEWER TO NEW OR REHABILITATED MANHOLE 11 EA 2.31 CONNECT SANITARY SEWER TO EXISTING MANHOLE 3 EA 2.32 REMOVE EXISTING 6" SANITARY SEWER LINE 203 LF 2.33 REMOVE EXISTING 8" SANITARY SEWER 795 LF 2.34 REMOVE EXISTING 10" SANITARY SEWER LINE 1337 LF 2.35 REMOVE EXISTING 12" SANITARY SEWER 1098 LF 2.36 ABANDON EXISTING 6" SANITARY SEWER LINE 100 LF 2.37 ABANDON EXISTING 8" SANITARY SEWER LINE 658 LF 2.38 ABANDON EXISTING 10" SANITARY SEWER LINE 316 LF 2.39 ABANDON EXISTING 12" SANITARY SEWER LINE 1467 LF 2.40 ABANDON EXISTING 15" SANITARY SEWER LINE 466 LF 2.41 DEMOLISH EXISTING CHAIN LINK FENCE W/ SWING GATE 72 LF 2.42 NEW CHAIN LINK FENCE W/ SWING GATE 72 LF 2.43 VIDEO NEW SANITARY SEWER LINE 6099 LF " DIA. (0.5" THICK) STEEL CASING PIPE INSTALL BY OPEN CUT 38 LF $ 1, $ 3, $ 1, $ 54, $ $ 10, $ $ 2, $ $ 10, $ $ 44, $ $ 76, $ $ 64, $ $ 2, $ $ 15, $ $ 9, $ $ 44, $ $ 14, $ 9.00 $ $ $ 3, $ 3.75 $ 22, $ $ 6, SEWER IMPROVEMENTS SUBTOTAL: $ 2,201, WATER IMPROVEMENTS 3.00 EXCAVATION (ROADWAY) 841 CY $ $ 18, LIME (HYDRATED LIME (SLURRY)) 57 TON $ $ 11, LIME TRT (SUBGRADE)(8") 2177 SY $ $ 26, PORTLAND CEMENT TREATMENT (PUG BASE)(SLURRY) 2177 SY $ $ 39, CEMENT 72 TON $ $ 13, Page 2 of 5
3 3.05 PRIME COAT (RC 250) 653 GAL $ 5.00 $ 3, D GR HMA(SQ) TY C PG TON $ $ 48, HYDROSTATIC TESTING 3 EA $ 4, $ 14, TEMPORARY WATER SERVICE 1 LS $ 43, $ 43, " C 900 PVC WATER LINE (+0' 5' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 466 LF 12" C 900 PVC WATER LINE (+0' 5' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 3083 LF 12" C 900 PVC WATER LINE (+5' 10' STREET TRENCH) INCLUDING EXCAVATION AND BACKFILL 725 LF $ $ 25, $ $ 175, $ $ 50, CONCRETE ENCASEMENT CENTER JOINT 36 LF $ $ 3, " GATE VALVE 13 EA $ 1, $ 16, " GATE VALVE 19 EA $ 2, $ 43, " WATER (SHORT) SERVICE CONNECTION W/ CURB AND GUTTER REPLACEMENT 50 EA $ $ 47, " WATER (LONG) SERVICE CONNECTION W/ CURB AND GUTTER REPLACEMENT 46 EA $ 1, $ 61, FIRE HYDRANT ASSEMBLY 9 EA $ 4, $ 42, REMOVE EXISTING FIRE HYDRANT ASSEMBLY 6 EA $ $ 2, " BEND, DI, MJ 2 EA $ $ " 45 BEND, DI, MJ 2 EA $ $ " 45 BEND, DI, MJ 12 EA $ $ 5, " x 6" REDUCER, DI, MJ 4 EA $ $ 1, " BEND, DI, MJ 5 EA $ $ 3, " 45 BEND, DI, MJ 23 EA $ $ 17, " 90 BEND, DI, MJ 1 EA $ $ " x 6" TEE, DI, MJ 2 EA $ $ 1, " x 8" TEE, DI, MJ 1 EA $ $ " x 12" TEE, DI, MJ 4 EA $ 1, $ 4, " x 8" REDUCING TEE, DI, MJ 14 EA $ $ 11, CONNECT TO EXISTING WATER LINE 20 EA $ 3, $ 65, " WET TAP EXISTING 20" PCCP 1 EA $ 9, $ 9, " WET TAP EXISTING 24" PCCP 1 EA $ 10, $ 10, ABANDON EXISTING 4" WATER LINE 375 LF $ $ 7, ABANDON EXISTING 8" WATER LINE 23 LF $ $ ABANDON EXISTING 12" WATER LINE 3060 LF $ $ 91, REMOVE EXISTING 4" WATER LINE 53 LF $ $ 1, Page 3 of 5
4 3.39 REMOVE EXISTING 8" WATER LINE 25 LF $ $ REMOVE EXISTING 12" WATER LINE 567 LF $ $ 17, WATER IMPROVEMENTS SUBTOTAL: $ 940, ROADWAY IMPROVEMENTS 4.00 REMOVING CONC (DRIVEWAYS) 334 SY $ $ 6, REMOVING CONC (CURB AND GUTTER) 3482 LF $ 9.00 $ 31, EXCAVATION (ROADWAY) 8361 CY $ $ 150, EMBANKMENT (FINAL)(ORD COMP)(TY A) 66 CY $ $ 4, FURNISHING AND PLACING TOPSOIL (4") 1705 SY $ 7.50 $ 12, BLOCK SODDING 1705 SY $ 7.50 $ 12, VEGETATIVE WATERING 28 MG $ $ 1, LIME (HYDRATED LIME (SLURRY)) 414 TON $ $ 83, LIME TRT (SUBGRADE)(8") SY $ 9.00 $ 194, CEMENT 814 TON $ $ 157, PORTLAND CEMENT TREATMENT (PUG BASE)(SLURRY) SY $ $ 389, PRIME COAT (RC 250) 3923 GAL $ 5.00 $ 19, D GR HMA(SQ) TY C PG TON $ $ 517, PLANE ASPH CONC PAV (2") 5162 SY $ 4.00 $ 20, ADJUSTING MANHOLES 14 EA $ $ 4, SANDBAGS FOR EROSION CONTROL (6") 260 LF $ 5.00 $ 1, CONC CURB & GUTTER (TY II) 3482 LF $ $ 59, DRIVEWAYS (CONC) 334 SY 4.18 CONDT (PVC) (SCH 40) (3") 145 LF 4.19 CONDT (PVC) (SCH 40) (3") (BORE) 190 LF 4.20 ELEC CONDR (NO.8) BARE 335 LF 4.21 IN SM RD SN SUP&AM TY10BWG(1) SA(P) 22 EA 4.22 WK ZN PAV MRK REMOV (Y)4"(SLD) 8066 LF 4.23 REFL PAV MRK TY I (W)4"(SLD)(090MIL) LF 4.24 REFL PAV MRK TY I (W)8"(SLD)(090MIL) 100 LF 4.25 REFL PAV MRK TY I (W)12"(SLD)(090MIL) 40 LF 4.26 REFL PAV MRK TY I (W)24"(SLD)(090MIL) 289 LF 4.27 REFL PAV MRK TY I (W)(ARROW)(090MIL) 2 EA 4.28 REFL PAV MRK TY I (W)(WORD)(090MIL) 1 EA Page 4 of 5 $ $ 27, $ $ 13, $ $ 24, $ 6.00 $ 2, $ $ 10, $ 1.75 $ 14, $ 1.00 $ 15, $ 2.50 $ $ 4.50 $ $ 9.00 $ 2, $ $ $ $
5 $ $ 2, REFL PAV MRK TY I (W)(BIKE ARW)(090MIL) 17 EA 4.30 REFL PAV MRK TY I(W)(BIKE SYML)(090MIL) 17 EA 4.31 REFL PAV MRK TY I(W)(BIKE WORD)(090MIL) 12 EA 4.32 REFL PAV MRK TY I (Y)4"(SLD)(090MIL) 8066 LF 4.33 REFL PAV MRKR TY I C 5 EA 4.34 REFL PAV MRKR TY II A A 109 EA 4.35 INSTALL HWY TRF SIG (UPGRADE) 1 EA 4.36 PAV MRK TY I (GREEN BIKE BOX) 320 SF 4.37 VIVDS PROCESSOR SYSTEM 1 EA 4.38 VIVDS CAMERA ASSEMBLY 4 EA 4.39 VIVDS SET UP SYSTEM 1 EA 4.40 VIVDS COMMUNICATION CABLE (COAXIAL) 923 LF $ $ 4, $ $ 3, $ 1.00 $ 8, $ $ $ 8.50 $ $ 13, $ 13, $ $ 8, $ 9, $ 9, $ 2, $ 11, $ 1, $ 1, $ 7.25 $ 6, ROADWAY IMPROVEMENTS SUBTOTAL: $ 1,848, TOTAL AMOUNT OF BASE BID $ - $ 5,442, Page 5 of 5
$ CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/11/18 234, PROJECT: RMC SH0020
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