THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: EPPING X-A000(135), 13940 COUNTIES AND CODES: ROCKINGHAM 015 DATE BIDS OPEN: JANUARY 22, 2004 SCOPE OF WORK: BRIDGE REHABILITATION LOCATION: MILL STREET BRIDGE OVER THE LAMPREY RIVER COMPLETION DATE: NOVEMBER 1, 2004 A R.M. PIPER, INC. PO BOX 490, PLYMOUTH, NH 03264 $ 1,037,574.00 B ALVIN J. COLEMAN & SON, INC. 9 NH RTE 113, CONWAY, NH 03818 $ 1,199,177.00 C SPS NEW ENGLAND, INC. 98 ELM STREET, SALISBURY, MA 01952 $ 1,281,528.50 D EVROKS CORPORATION PO BOX 669, WINNISQUAM, NH 03289 $ 1,285,501.25 E E.D. SWETT, INC. 8 INDUSTRIAL PARK DR., CONCORD, NH 03301 $ 1,352,302.82 F NORTH EAST EARTH MECHANICS, INC. 159 BARNSTEAD ROAD, PITTSFIELD, NH 03263 $ 1,395,417.90 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.01 CLEARING (F) A .2 10,000.00 2,000.00 20,000.00 4,000.00 35,000.00 7,000.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 77. 8.00 616.00 10.00 770.00 6.00 462.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 1. 180.00 180.00 200.00 200.00 250.00 250.00 202.7 REMOVAL OF GUARDRAIL (F) LF 265. 1.00 265.00 4.00 1,060.00 4.00 1,060.00 203.1 COMMON EXCAVATION CY 130. 10.00 1,300.00 20.00 2,600.00 11.00 1,430.00 203.6 EMBANKMENT-IN-PLACE (F) CY 25. 10.00 250.00 20.00 500.00 12.00 300.00 206.1 COMMON STRUCTURE EXCAVATION CY 13. 8.00 104.00 40.00 520.00 8.50 110.50 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 10. 15.00 150.00 60.00 600.00 65.00 650.00 206.2 ROCK STRUCTURE EXCAVATION CY 2. 150.00 300.00 200.00 400.00 75.00 150.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION CY 650. 20.00 13,000.00 15.00 9,750.00 14.00 9,100.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 190. 20.00 3,800.00 25.00 4,750.00 35.00 6,650.00 214. FINE GRADING U 1. 2,500.00 2,500.00 2,500.00 2,500.00 3,500.00 3,500.00 304.101 SAND CY 41. 10.00 410.00 20.00 820.00 24.00 984.00 304.201 GRAVEL CY 44. 11.00 484.00 25.00 1,100.00 28.00 1,232.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 232. 15.00 3,480.00 25.00 5,800.00 34.00 7,888.00 13940 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 304.35 CRUSHED GRAVEL FOR DRIVES CY 17. 16.00 272.00 50.00 850.00 38.00 646.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 82. 155.00 12,710.00 60.00 4,920.00 150.00 12,300.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 18. 105.00 1,890.00 90.00 1,620.00 100.00 1,800.00 403.9112 HOT BITUMINOUS BRIDGE PAVEMENT,VARIABLE DEPTH BASE COURSE (F) TON 44. 210.00 9,240.00 120.00 5,280.00 200.00 8,800.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 20,000.00 20,000.00 25,000.00 25,000.00 25,000.00 25,000.00 503.101 WATER DIVER'N. STRUCTURES U 1. 65,000.00 65,000.00 40,000.00 40,000.00 55,000.00 55,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 700. 8.00 5,600.00 21.00 14,700.00 28.00 19,600.00 504.2 ROCK BRIDGE EXCAVATION CY 110. 75.00 8,250.00 110.00 12,100.00 115.00 12,650.00 508. STRUCTURAL FILL CY 35. 75.00 2,625.00 35.00 1,225.00 85.00 2,975.00 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) CY 90. 180.00 16,200.00 264.00 23,760.00 295.00 26,550.00 520.422 CONCRETE CLASS F, FLOWABLE FILL, NON-EXCAVATABLE (F) CY 350. 100.00 35,000.00 94.00 32,900.00 50.00 17,500.00 520.5 FLOWABLE GROUT BED CY 18. 400.00 7,200.00 250.00 4,500.00 165.00 2,970.00 528.3236 PRESTRESSED CONCRETE BRIDGE DECK, BUTTED BOX BEAMS (F) SF 3,276. 75.00 245,700.00 78.45 257,002.20 91.00 298,116.00 529.002 PRECAST CONCRETE SUBSTRUCTURE U 2. 100,000.00 200,000.00 125,500.00 251,000.00 125,000.00 250,000.00 529.010 RAPID BRIDGE COMPONENT ASSEMBLY U 1. 45,000.00 45,000.00 86,000.00 86,000.00 195,000.00 195,000.00 534.3 WATER REPELLENT (SILANE- SILOXANE) (F) SF 3,850. 1.00 3,850.00 .50 1,925.00 .50 1,925.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 45. 20.00 900.00 10.00 450.00 18.00 810.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) SY 310. 29.00 8,990.00 28.80 8,928.00 26.50 8,215.00 548.11 ELASTOMERIC BEARING PADS (F) EA 28. 150.00 4,200.00 185.00 5,180.00 200.00 5,600.00 563.739 BRIDGE RAIL F (3-BAR) (ANODIZED) (F) LF 237.3 90.00 21,357.00 93.00 22,068.90 110.00 26,103.00 565.739 BRIDGE APPROACH RAIL F (3-BAR) (ANODIZED) (F) LF 68. 140.00 9,520.00 146.00 9,928.00 150.00 10,200.00 565.7391 BRIDGE APPROACH RAIL F (3-BAR) (ANODIZED) (MODIFIED) (F) LF 119. 140.00 16,660.00 146.00 17,374.00 150.00 17,850.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 230. 25.00 5,750.00 45.00 10,350.00 75.00 17,250.00 585.3 STONE FILL, CLASS C CY 13. 30.00 390.00 40.00 520.00 85.00 1,105.00 586.5 PLACING EXCAVATED ROCK FOR PIER RECONSTRUCTION SF 1,200. 6.00 7,200.00 6.00 7,200.00 25.00 30,000.00 593.21 LOW STRENGTH GEOTEXTILE, NON-WOVEN SY 63. 1.50 94.50 5.00 315.00 2.50 157.50 13940 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.22 MEDIUM STRENGTH GEOTEXTILE, NON-WOVEN SY 530. 2.00 1,060.00 6.00 3,180.00 3.00 1,590.00 603.00215 15" R.C. PIPE, 2000D LF 282. 30.00 8,460.00 25.00 7,050.00 35.00 9,870.00 603.34118 18" STEEL END SECTIONS EA 3. 250.00 750.00 175.00 525.00 250.00 750.00 604.0007 POLYETHYLENE LINER EA 3. 200.00 600.00 200.00 600.00 200.00 600.00 604.12 CATCH BASINS TYPE B U 4. 1,500.00 6,000.00 1,500.00 6,000.00 1,350.00 5,400.00 604.15 CATCH BASINS TYPE E U 1. 1,800.00 1,800.00 1,500.00 1,500.00 1,350.00 1,350.00 604.45 ADJUSTING CATCH BASIN DROP INLET GRATE AND FRAMES EA 1. 200.00 200.00 450.00 450.00 200.00 200.00 604.55 ADJUSTING MANHOLE COVERS AND FRAMES EA 1. 200.00 200.00 475.00 475.00 175.00 175.00 606.1409 BEAM GUARDRAIL (STANDARD) SECTION- WOOD POSTS) (GALV-PAINTED) LF 119.8 32.50 3,893.50 48.00 5,750.40 50.00 5,990.00 606.1479 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) (GALV- PAINTED) U 2. 900.00 1,800.00 960.00 1,920.00 975.00 1,950.00 609.5 RESET GRANITE CURB LF 40. 18.00 720.00 20.00 800.00 15.00 600.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 115.5 20.00 2,310.00 11.00 1,270.50 30.00 3,465.00 614.522 MOLDED PULL BOX 13"X24" EA 4. 400.00 1,600.00 390.00 1,560.00 410.00 1,640.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 220. 9.00 1,980.00 9.00 1,980.00 9.50 2,090.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 180.00 180.00 200.00 200.00 185.00 185.00 618.6 UNIFORMED OFFICERS $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 618.7 FLAGGERS HR 100. 18.00 1,800.00 22.00 2,200.00 18.00 1,800.00 619.1 MAINTENANCE OF TRAFFIC U 1. 22,000.00 22,000.00 7,500.00 7,500.00 15,000.00 15,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 6. 5.00 30.00 8.00 48.00 8.50 51.00 621.31 SINGLE DELINEATOR WITH POST EA 4. 25.00 100.00 28.00 112.00 32.00 128.00 622.1 STEEL WITNESS MARKERS EA 6. 20.00 120.00 24.00 144.00 26.00 156.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 2. 540.00 1,080.00 520.00 1,040.00 550.00 1,100.00 625.5519 ORNAMENTAL LIGHT POLES, 20 FEET TALL EA 2. 6,500.00 13,000.00 6,070.00 12,140.00 6,500.00 13,000.00 628.2 SAWED BITUMINOUS PAVEMENT LF 230. 2.00 460.00 7.00 1,610.00 3.00 690.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 36. 28.00 1,008.00 27.50 990.00 25.00 900.00 641. LOAM CY 34. 20.00 680.00 44.00 1,496.00 22.00 748.00 644.15 PARK SEED TYPE 15 LB 9. 10.00 90.00 10.00 90.00 11.00 99.00 644.52 SLOPE SEED, TYPE 52 LB 4. 20.00 80.00 20.00 80.00 21.00 84.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) SY 25. 3.00 75.00 3.00 75.00 3.25 81.25 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) SY 85. 4.00 340.00 4.00 340.00 4.25 361.25 645.3 EROSION STONE TON 30. 20.00 600.00 50.00 1,500.00 18.00 540.00 13940 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 30. 6.00 180.00 7.00 210.00 6.50 195.00 645.531 SILT FENCE LF 300. 2.75 825.00 2.50 750.00 2.00 600.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 7,500.00 7,500.00 2,500.00 2,500.00 2,700.00 2,700.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 25. 85.00 2,125.00 90.00 2,250.00 85.00 2,125.00 646.1 TURF ESTABLISHMENT WITH MULCH A .1 3,500.00 350.00 3,500.00 350.00 3,600.00 360.00 647.1 HUMUS CY 24. 10.00 240.00 36.00 864.00 9.00 216.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 2. 200.00 400.00 150.00 300.00 175.00 350.00 670.202 UTILITY CABINET AND POLE U 1. 5,500.00 5,500.00 5,100.00 5,100.00 5,500.00 5,500.00 692. MOBILIZATION U 1. 100,000.00 100,000.00 178,761.00 178,761.00 45,000.00 45,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1002.2 PAY ADJUSTMENT INCENTIVE/DISINCENTIVE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $1,037,574.00 $1,199,177.00 $1,281,528.50 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: EPPING X-A000(135), 13940 COUNTIES AND CODES: ROCKINGHAM 015 DATE BIDS OPEN: JANUARY 22, 2004 SCOPE OF WORK: BRIDGE REHABILITATION LOCATION: MILL STREET BRIDGE OVER THE LAMPREY RIVER COMPLETION DATE: NOVEMBER 1, 2004 A R.M. PIPER, INC. PO BOX 490, PLYMOUTH, NH 03264 $ 1,037,574.00 B ALVIN J. COLEMAN & SON, INC. 9 NH RTE 113, CONWAY, NH 03818 $ 1,199,177.00 C SPS NEW ENGLAND, INC. 98 ELM STREET, SALISBURY, MA 01952 $ 1,281,528.50 D EVROKS CORPORATION PO BOX 669, WINNISQUAM, NH 03289 $ 1,285,501.25 E E.D. SWETT, INC. 8 INDUSTRIAL PARK DR., CONCORD, NH 03301 $ 1,352,302.82 F NORTH EAST EARTH MECHANICS, INC. 159 BARNSTEAD ROAD, PITTSFIELD, NH 03263 $ 1,395,417.90 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.01 CLEARING (F) A .2 35,000.00 7,000.00 12,500.00 2,500.00 35,000.00 7,000.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 77. 15.00 1,155.00 20.00 1,540.00 15.00 1,155.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 1. 400.00 400.00 500.00 500.00 400.00 400.00 202.7 REMOVAL OF GUARDRAIL (F) LF 265. 4.00 1,060.00 1.00 265.00 1.25 331.25 203.1 COMMON EXCAVATION CY 130. 15.00 1,950.00 20.00 2,600.00 15.00 1,950.00 203.6 EMBANKMENT-IN-PLACE (F) CY 25. 4.00 100.00 20.00 500.00 4.00 100.00 206.1 COMMON STRUCTURE EXCAVATION CY 13. 35.00 455.00 20.00 260.00 35.00 455.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 10. 35.00 350.00 20.00 200.00 35.00 350.00 206.2 ROCK STRUCTURE EXCAVATION CY 2. 150.00 300.00 100.00 200.00 150.00 300.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION CY 650. 20.00 13,000.00 20.00 13,000.00 20.00 13,000.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 190. 40.00 7,600.00 30.00 5,700.00 40.00 7,600.00 214. FINE GRADING U 1. 3,000.00 3,000.00 15,000.00 15,000.00 3,000.00 3,000.00 304.101 SAND CY 41. 20.00 820.00 20.00 820.00 20.00 820.00 304.201 GRAVEL CY 44. 24.00 1,056.00 20.00 880.00 24.00 1,056.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 232. 27.00 6,264.00 25.00 5,800.00 27.00 6,264.00 13940 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 304.35 CRUSHED GRAVEL FOR DRIVES CY 17. 28.00 476.00 25.00 425.00 28.00 476.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 82. 100.00 8,200.00 150.00 12,300.00 85.00 6,970.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 18. 150.00 2,700.00 100.00 1,800.00 85.00 1,530.00 403.9112 HOT BITUMINOUS BRIDGE PAVEMENT,VARIABLE DEPTH BASE COURSE (F) TON 44. 100.00 4,400.00 200.00 8,800.00 85.00 3,740.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 30,000.00 30,000.00 25,000.00 25,000.00 75,000.00 75,000.00 503.101 WATER DIVER'N. STRUCTURES U 1. 60,000.00 60,000.00 100,000.00 100,000.00 95,000.00 95,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 700. 20.00 14,000.00 20.00 14,000.00 20.00 14,000.00 504.2 ROCK BRIDGE EXCAVATION CY 110. 150.00 16,500.00 100.00 11,000.00 150.00 16,500.00 508. STRUCTURAL FILL CY 35. 45.00 1,575.00 50.00 1,750.00 45.00 1,575.00 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) CY 90. 176.00 15,840.00 100.00 9,000.00 200.00 18,000.00 520.422 CONCRETE CLASS F, FLOWABLE FILL, NON-EXCAVATABLE (F) CY 350. 87.00 30,450.00 125.00 43,750.00 125.00 43,750.00 520.5 FLOWABLE GROUT BED CY 18. 500.00 9,000.00 500.00 9,000.00 570.00 10,260.00 528.3236 PRESTRESSED CONCRETE BRIDGE DECK, BUTTED BOX BEAMS (F) SF 3,276. 90.00 294,840.00 100.00 327,600.00 114.00 373,464.00 529.002 PRECAST CONCRETE SUBSTRUCTURE U 2. 127,500.00 255,000.00 120,000.00 240,000.00 128,000.00 256,000.00 529.010 RAPID BRIDGE COMPONENT ASSEMBLY U 1. 120,000.00 120,000.00 175,000.00 175,000.00 91,250.00 91,250.00 534.3 WATER REPELLENT (SILANE- SILOXANE) (F) SF 3,850. 1.00 3,850.00 1.00 3,850.00 1.25 4,812.50 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 45. 30.00 1,350.00 50.00 2,250.00 35.00 1,575.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) SY 310. 30.00 9,300.00 30.00 9,300.00 35.00 10,850.00 548.11 ELASTOMERIC BEARING PADS (F) EA 28. 170.00 4,760.00 150.00 4,200.00 200.00 5,600.00 563.739 BRIDGE RAIL F (3-BAR) (ANODIZED) (F) LF 237.3 95.00 22,543.50 100.00 23,730.00 103.00 24,441.90 565.739 BRIDGE APPROACH RAIL F (3-BAR) (ANODIZED) (F) LF 68. 140.00 9,520.00 150.00 10,200.00 158.00 10,744.00 565.7391 BRIDGE APPROACH RAIL F (3-BAR) (ANODIZED) (MODIFIED) (F) LF 119. 135.00 16,065.00 150.00 17,850.00 152.00 18,088.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 230. 45.00 10,350.00 50.00 11,500.00 45.00 10,350.00 585.3 STONE FILL, CLASS C CY 13. 50.00 650.00 50.00 650.00 50.00 650.00 586.5 PLACING EXCAVATED ROCK FOR PIER RECONSTRUCTION SF 1,200. 8.00 9,600.00 5.00 6,000.00 8.50 10,200.00 593.21 LOW STRENGTH GEOTEXTILE, NON-WOVEN SY 63. 3.25 204.75 2.50 157.50 3.25 204.75 13940 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.22 MEDIUM STRENGTH GEOTEXTILE, NON-WOVEN SY 530. 3.50 1,855.00 3.00 1,590.00 3.50 1,855.00 603.00215 15" R.C. PIPE, 2000D LF 282. 40.00 11,280.00 30.00 8,460.00 40.00 11,280.00 603.34118 18" STEEL END SECTIONS EA 3. 130.00 390.00 150.00 450.00 130.00 390.00 604.0007 POLYETHYLENE LINER EA 3. 160.00 480.00 300.00 900.00 160.00 480.00 604.12 CATCH BASINS TYPE B U 4. 2,000.00 8,000.00 1,500.00 6,000.00 2,000.00 8,000.00 604.15 CATCH BASINS TYPE E U 1. 2,100.00 2,100.00 1,500.00 1,500.00 2,100.00 2,100.00 604.45 ADJUSTING CATCH BASIN DROP INLET GRATE AND FRAMES EA 1. 300.00 300.00 500.00 500.00 300.00 300.00 604.55 ADJUSTING MANHOLE COVERS AND FRAMES EA 1. 300.00 300.00 500.00 500.00 300.00 300.00 606.1409 BEAM GUARDRAIL (STANDARD) SECTION- WOOD POSTS) (GALV-PAINTED) LF 119.8 30.00 3,594.00 25.90 3,102.82 35.00 4,193.00 606.1479 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) (GALV- PAINTED) U 2. 850.00 1,700.00 944.00 1,888.00 970.00 1,940.00 609.5 RESET GRANITE CURB LF 40. 15.00 600.00 15.00 600.00 17.50 700.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 115.5 10.00 1,155.00 5.00 577.50 4.00 462.00 614.522 MOLDED PULL BOX 13"X24" EA 4. 390.00 1,560.00 390.00 1,560.00 445.00 1,780.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 220. 10.00 2,200.00 9.00 1,980.00 11.00 2,420.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 500.00 500.00 50.00 50.00 230.00 230.00 618.6 UNIFORMED OFFICERS $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 618.7 FLAGGERS HR 100. 16.00 1,600.00 25.00 2,500.00 24.00 2,400.00 619.1 MAINTENANCE OF TRAFFIC U 1. 20,000.00 20,000.00 7,500.00 7,500.00 7,600.00 7,600.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 6. 8.00 48.00 6.00 36.00 6.00 36.00 621.31 SINGLE DELINEATOR WITH POST EA 4. 25.00 100.00 28.00 112.00 29.00 116.00 622.1 STEEL WITNESS MARKERS EA 6. 20.00 120.00 24.00 144.00 23.00 138.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 2. 525.00 1,050.00 520.00 1,040.00 595.00 1,190.00 625.5519 ORNAMENTAL LIGHT POLES, 20 FEET TALL EA 2. 6,100.00 12,200.00 6,070.00 12,140.00 7,000.00 14,000.00 628.2 SAWED BITUMINOUS PAVEMENT LF 230. 2.00 460.00 2.00 460.00 2.00 460.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 36. 30.00 1,080.00 27.50 990.00 32.00 1,152.00 641. LOAM CY 34. 45.00 1,530.00 25.00 850.00 45.00 1,530.00 644.15 PARK SEED TYPE 15 LB 9. 10.00 90.00 10.00 90.00 57.00 513.00 644.52 SLOPE SEED, TYPE 52 LB 4. 20.00 80.00 20.00 80.00 57.00 228.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) SY 25. 3.00 75.00 3.00 75.00 3.00 75.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) SY 85. 4.00 340.00 4.00 340.00 3.50 297.50 645.3 EROSION STONE TON 30. 35.00 1,050.00 50.00 1,500.00 35.00 1,050.00 13940 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 30. 7.00 210.00 6.00 180.00 7.00 210.00 645.531 SILT FENCE LF 300. 5.00 1,500.00 2.50 750.00 4.00 1,200.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 3,500.00 3,500.00 2,500.00 2,500.00 3,000.00 3,000.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 25. 100.00 2,500.00 50.00 1,250.00 100.00 2,500.00 646.1 TURF ESTABLISHMENT WITH MULCH A .1 3,500.00 350.00 3,500.00 350.00 4,000.00 400.00 647.1 HUMUS CY 24. 30.00 720.00 20.00 480.00 30.00 720.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 2. 300.00 600.00 150.00 300.00 230.00 460.00 670.202 UTILITY CABINET AND POLE U 1. 5,100.00 5,100.00 5,100.00 5,100.00 5,900.00 5,900.00 692. MOBILIZATION U 1. 134,500.00 134,500.00 100,000.00 100,000.00 100,000.00 100,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1002.2 PAY ADJUSTMENT INCENTIVE/DISINCENTIVE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $1,285,501.25 $1,352,302.82 $1,395,417.90