THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: COLEBROOK STP-T-X-000S(452), 13662 COUNTIES AND CODES: COOS 007 DATE BIDS OPEN: FEBRUARY 13, 2003 SCOPE OF WORK: CUTTING BACK OF UNSTABLE LEDGE, STABILIZING THE CONNECTICUT RIVER BANK AND PAVEMENT REHABILITATION LOCATION: US ROUTE 3 NORTH OF THE COLEBROOK REST AREA COMPLETION DATE: SEPTEMBER 30, 2004 A WINTERSET INC. PO BOX 968, LYNDONVILLE, VT 05851 $ 2,858,385.28 B PARAGON CONSTRUCTION, INC. PO BOX 274, RTE 25A, ORFORD, NH 03777 $ 2,996,777.77 C SCOTT'S CONSTRUCTION INC. PO BOX 909, NEWPORT, NH 05855 $ 3,136,992.30 D ALVIN J. COLEMAN & SON, INC. 9 NH ROUTE 113, CONWAY, NH 03818 $ 3,357,777.00 E J.A. MCDONALD, INC. PO BOX 132, 585 GILMAN ROAD, LYNDON CENTER, VT 05850 $ 3,432,065.87 F H.E. SARGENT, INC. 101 BENNOCH ROAD, STILLWATER, MAINE 04489 $ 4,210,662.22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.011 CLEARING A 3. 2,000.00 6,000.00 5,000.00 15,000.00 2,500.00 7,500.00 201.1 CLEARING AND GRUBBING (F) A 6. 6,900.00 41,400.00 15,000.00 90,000.00 6,000.00 36,000.00 202.31 FILL ABANDONED PIPE CY 9. 45.00 405.00 100.00 900.00 250.00 2,250.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 18. 35.00 630.00 60.00 1,080.00 12.00 216.00 202.7 REMOVAL OF GUARDRAIL (F) LF 6,265. 1.00 6,265.00 1.00 6,265.00 1.00 6,265.00 203.1 COMMON EXCAVATION CY 33,500. 6.00 201,000.00 7.50 251,250.00 5.00 167,500.00 203.2 ROCK EXCAVATION CY 61,100. 10.50 641,550.00 11.00 672,100.00 12.00 733,200.00 203.5552 GUARDRAIL ELT PLATFORM U 6. 900.00 5,400.00 2,100.00 12,600.00 1,000.00 6,000.00 203.6 EMBANKMENT-IN-PLACE (F) CY 3,300. 1.30 4,290.00 3.00 9,900.00 4.00 13,200.00 203.81 PRESPLITTING HOLES LF 28,300. 7.00 198,100.00 7.45 210,835.00 9.00 254,700.00 203.82 EXTRA DRILLED HOLES WITHOUT EXPLOSIVES LF 3,000. 3.50 10,500.00 3.90 11,700.00 5.00 15,000.00 203.9 SCALING OF ROCK SLOPE - HAND METHOD HR 150. 80.00 12,000.00 100.00 15,000.00 50.00 7,500.00 203.91 SCALING OF ROCK SLOPE - MACHINE METHOD HR 250. 85.00 21,250.00 100.00 25,000.00 200.00 50,000.00 206.1 COMMON STRUCTURE EXCAVATION CY 950. 6.00 5,700.00 10.00 9,500.00 8.00 7,600.00 206.2 ROCK STRUCTURE EXCAVATION CY 540. 60.00 32,400.00 50.00 27,000.00 55.00 29,700.00 13662 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.1 GRANULAR BACKFILL CY 100. 23.00 2,300.00 12.00 1,200.00 25.00 2,500.00 214. FINE GRADING U 1. 20,000.00 20,000.00 21,000.00 21,000.00 150,000.00 150,000.00 214.3 FINE GRADING EARTH BERMS IN ROCKCUTS LF 2,150. 1.50 3,225.00 3.00 6,450.00 3.00 6,450.00 224.1 HORIZONTAL DRAINS IN ROCK LF 2,600. 11.00 28,600.00 12.50 32,500.00 14.00 36,400.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING CY 50. 100.00 5,000.00 60.00 3,000.00 30.00 1,500.00 306.110 RECLAIMED STABILIZED BASE PROCESSED IN PLACE, 10" DEEP (F) SY 16,223. .77 12,491.71 .78 12,653.94 2.00 32,446.00 315.5 CRUSHED STONE (ENERGY- ABSORBING MATERIAL) CY 400. 24.00 9,600.00 19.00 7,600.00 25.00 10,000.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 3,950. 49.00 193,550.00 45.50 179,725.00 55.00 217,250.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 15. 100.00 1,500.00 133.00 1,995.00 120.00 1,800.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 325. 49.00 15,925.00 58.00 18,850.00 52.00 16,900.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 475. 53.00 25,175.00 58.00 27,550.00 56.00 26,600.00 417. COLD PLANING BITUMINOUS SURFACES (F) SY 1,112. 7.00 7,784.00 8.40 9,340.80 7.00 7,784.00 570.401 MORTAR RUBBLE MASONRY CY 18. 290.00 5,220.00 400.00 7,200.00 400.00 7,200.00 585.2 STONE FILL, CLASS B CY 18,500. 9.00 166,500.00 4.00 74,000.00 10.00 185,000.00 585.3 STONE FILL, CLASS C CY 900. 10.00 9,000.00 12.00 10,800.00 24.00 21,600.00 593.22 MEDIUM STRENGTH GEOTEXTILE, NON-WOVEN SY 3,300. 2.00 6,600.00 1.00 3,300.00 1.50 4,950.00 603.00218 18" R.C. PIPE, 2000D LF 162. 41.00 6,642.00 45.00 7,290.00 40.00 6,480.00 603.00224 24" R.C. PIPE, 2000D LF 92. 60.00 5,520.00 60.00 5,520.00 45.00 4,140.00 603.34124 24" STEEL END SECTIONS EA 1. 275.00 275.00 100.00 100.00 350.00 350.00 603.83112 12" PLASTIC PIPE (CORR. INTERIOR) LF 120. 13.00 1,560.00 38.00 4,560.00 30.00 3,600.00 603.83124 24" PLASTIC PIPE (CORR. INTERIOR) LF 58. 21.00 1,218.00 45.00 2,610.00 45.00 2,610.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 100. 31.00 3,100.00 60.00 6,000.00 32.00 3,200.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 36. 32.00 1,152.00 65.00 2,340.00 38.00 1,368.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 22. 34.00 748.00 70.00 1,540.00 47.00 1,034.00 603.85212 12" CORR. POLYETHYLENE END SECTION EA 5. 120.00 600.00 70.00 350.00 300.00 1,500.00 603.85218 18" CORR. POLYETHYLENE END SECTION EA 1. 165.00 165.00 90.00 90.00 375.00 375.00 604.15 CATCH BASINS TYPE E U 12. 1,400.00 16,800.00 1,700.00 20,400.00 1,600.00 19,200.00 604.242 DROP INLETS TYPE D-B U 5. 950.00 4,750.00 1,700.00 8,500.00 1,400.00 7,000.00 604.32 DRAINAGE MANHOLES U 16. 1,500.00 24,000.00 1,500.00 24,000.00 1,700.00 27,200.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 1,400. 15.00 21,000.00 16.00 22,400.00 13.00 18,200.00 605.512 12" PERF. CORR. POLYETHLY PIPE UND. LF 895. 18.00 16,110.00 18.00 16,110.00 24.00 21,480.00 13662 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 1,300. 19.00 24,700.00 22.00 28,600.00 26.00 33,800.00 605.79 UNDERDRAIN FLUSHING BASINS EA 1. 250.00 250.00 160.00 160.00 150.00 150.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LF 7,800. 12.50 97,500.00 12.75 99,450.00 13.00 101,400.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 6. 1,500.00 9,000.00 1,550.00 9,300.00 1,500.00 9,000.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 1,500. 15.00 22,500.00 25.00 37,500.00 20.00 30,000.00 607.1 WOVEN WIRE FENCE LF 3,400. 5.00 17,000.00 5.00 17,000.00 5.00 17,000.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 10. 60.00 600.00 60.00 600.00 100.00 1,000.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 1,140. 2.50 2,850.00 5.00 5,700.00 6.00 6,840.00 615.02 TRAFFIC SIGN TYPE B (F) SF 20. 125.00 2,500.00 130.00 2,600.00 130.00 2,600.00 615.03 TRAFFIC SIGN TYPE C (F) SF 47.67 50.00 2,383.50 52.00 2,478.84 60.00 2,860.20 615.06 TRAFFIC SIGN TYPE CC (F) SF 21.67 21.00 455.07 23.00 498.41 30.00 650.10 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 24,000.00 24,000.00 30,000.00 30,000.00 25,000.00 25,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 112,000.00 112,000.00 112,000.00 112,000.00 112,000.00 112,000.00 618.7 FLAGGERS HR 5,000. 16.00 80,000.00 20.00 100,000.00 18.00 90,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 97,000.00 97,000.00 32,000.00 32,000.00 15,000.00 15,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 5,000.00 10,000.00 12,000.00 24,000.00 18,000.00 36,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 85. 5.00 425.00 5.25 446.25 4.00 340.00 621.31 SINGLE DELINEATOR WITH POST EA 84. 26.00 2,184.00 26.00 2,184.00 30.00 2,520.00 622.1 STEEL WITNESS MARKERS EA 34. 19.00 646.00 21.00 714.00 25.00 850.00 622.2 CONCRETE BOUNDS EA 11. 200.00 2,200.00 275.00 3,025.00 250.00 2,750.00 628.2 SAWED BITUMINOUS PAVEMENT LF 80. 2.50 200.00 4.50 360.00 3.00 240.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 45,500. .14 6,370.00 .12 5,460.00 .20 9,100.00 632.1118 PREFORMED RETROREFLECTIVE TAPE, TYPE I (REMOVABLE) 18" LINE LF 24. 5.50 132.00 16.00 384.00 6.00 144.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 1,375. .60 825.00 1.00 1,375.00 1.00 1,375.00 644.6 CROWNVETCH SEED LB 100. 25.00 2,500.00 23.00 2,300.00 20.00 2,000.00 645.12 TEMPORARY MULCH A 3. 410.00 1,230.00 455.00 1,365.00 600.00 1,800.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) SY 10,000. 2.00 20,000.00 1.45 14,500.00 1.50 15,000.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 2,450. 1.50 3,675.00 1.30 3,185.00 1.30 3,185.00 645.3 EROSION STONE TON 300. 30.00 9,000.00 24.00 7,200.00 23.00 6,900.00 645.531 SILT FENCE LF 4,000. 3.00 12,000.00 2.00 8,000.00 1.50 6,000.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 5,000.00 5,000.00 5,000.00 5,000.00 7,000.00 7,000.00 13662 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 140. 80.00 11,200.00 125.00 17,500.00 50.00 7,000.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 6. 1,200.00 7,200.00 1,400.00 8,400.00 1,500.00 9,000.00 647.1 HUMUS CY 2,800. 12.00 33,600.00 20.00 56,000.00 16.00 44,800.00 647.16 HUMUS, 6-INCH DEEP CY 400. 10.00 4,000.00 15.00 6,000.00 18.00 7,200.00 652.06048 ACER RUBRUM RED MAPLE 4 FT BARE RT EA 30. 26.00 780.00 45.00 1,350.00 50.00 1,500.00 655.37028 CORNUS RACEMOSA GRAY DOGWOOD 18" BARE RT EA 135. 10.00 1,350.00 25.00 3,375.00 30.00 4,050.00 655.38028 CORNUS SERICEA RED-OSIER DOGWOOD 18" BARE RT EA 134. 10.00 1,340.00 25.00 3,350.00 30.00 4,020.00 656.48028 SALIX DISCOLOR PUSSY WILLOW 18" BARE RT EA 135. 9.00 1,215.00 25.00 3,375.00 30.00 4,050.00 656.82028 VIBURNUM DENTATUM ARROWWOOD 18" BARE RT EA 134. 11.00 1,474.00 25.00 3,350.00 30.00 4,020.00 670.001 REMOVE AND SALVAGE RAILROAD MATERIAL LF 2,200. 7.00 15,400.00 15.00 33,000.00 6.00 13,200.00 670.046 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 55,000.00 55,000.00 76,000.00 76,000.00 45,000.00 45,000.00 670.101 TEMPORARY LIGHTING U 5. 3,000.00 15,000.00 3,500.00 17,500.00 3,000.00 15,000.00 692. MOBILIZATION U 1. 270,000.00 270,000.00 246,087.53 246,087.53 174,000.00 174,000.00 698.12 FIELD OFFICE TYPE B MON 17. 1,100.00 18,700.00 1,000.00 17,000.00 1,700.00 28,900.00 699. TEMPORARY PROJECT WATER POLLUTION CONTROL $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 1008.1 ALTERATIONS AND ADDITIONS AS NEEDED - SLOPE STABILIZATION $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 $2,858,385.28 $2,996,777.77 $3,136,992.30 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: COLEBROOK STP-T-X-000S(452), 13662 COUNTIES AND CODES: COOS 007 DATE BIDS OPEN: FEBRUARY 13, 2003 SCOPE OF WORK: CUTTING BACK OF UNSTABLE LEDGE, STABILIZING THE CONNECTICUT RIVER BANK AND PAVEMENT REHABILITATION LOCATION: US ROUTE 3 NORTH OF THE COLEBROOK REST AREA COMPLETION DATE: SEPTEMBER 30, 2004 A WINTERSET INC. PO BOX 968, LYNDONVILLE, VT 05851 $ 2,858,385.28 B PARAGON CONSTRUCTION, INC. PO BOX 274, RTE 25A, ORFORD, NH 03777 $ 2,996,777.77 C SCOTT'S CONSTRUCTION INC. PO BOX 909, NEWPORT, NH 05855 $ 3,136,992.30 D ALVIN J. COLEMAN & SON, INC. 9 NH ROUTE 113, CONWAY, NH 03818 $ 3,357,777.00 E J.A. MCDONALD, INC. PO BOX 132, 585 GILMAN ROAD, LYNDON CENTER, VT 05850 $ 3,432,065.87 F H.E. SARGENT, INC. 101 BENNOCH ROAD, STILLWATER, MAINE 04489 $ 4,210,662.22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.011 CLEARING A 3. 3,700.00 11,100.00 4,000.00 12,000.00 8,500.00 25,500.00 201.1 CLEARING AND GRUBBING (F) A 6. 10,857.61 65,145.66 5,000.00 30,000.00 9,000.00 54,000.00 202.31 FILL ABANDONED PIPE CY 9. 146.28 1,316.52 100.00 900.00 332.00 2,988.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 18. 6.26 112.68 30.00 540.00 131.00 2,358.00 202.7 REMOVAL OF GUARDRAIL (F) LF 6,265. 1.00 6,265.00 1.00 6,265.00 1.10 6,891.50 203.1 COMMON EXCAVATION CY 33,500. 5.52 184,920.00 6.00 201,000.00 11.00 368,500.00 203.2 ROCK EXCAVATION CY 61,100. 13.52 826,072.00 17.00 1,038,700.00 17.75 1,084,525.00 203.5552 GUARDRAIL ELT PLATFORM U 6. 489.72 2,938.32 800.00 4,800.00 350.00 2,100.00 203.6 EMBANKMENT-IN-PLACE (F) CY 3,300. 2.89 9,537.00 2.50 8,250.00 11.00 36,300.00 203.81 PRESPLITTING HOLES LF 28,300. 7.86 222,438.00 6.75 191,025.00 7.00 198,100.00 203.82 EXTRA DRILLED HOLES WITHOUT EXPLOSIVES LF 3,000. 3.75 11,250.00 3.50 10,500.00 4.00 12,000.00 203.9 SCALING OF ROCK SLOPE - HAND METHOD HR 150. 174.32 26,148.00 130.00 19,500.00 70.00 10,500.00 203.91 SCALING OF ROCK SLOPE - MACHINE METHOD HR 250. 257.70 64,425.00 200.00 50,000.00 190.00 47,500.00 206.1 COMMON STRUCTURE EXCAVATION CY 950. 10.86 10,317.00 14.00 13,300.00 9.50 9,025.00 206.2 ROCK STRUCTURE EXCAVATION CY 540. 44.36 23,954.40 45.00 24,300.00 50.00 27,000.00 13662 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.1 GRANULAR BACKFILL CY 100. 13.88 1,388.00 20.00 2,000.00 17.50 1,750.00 214. FINE GRADING U 1. 15,722.91 15,722.91 10,000.00 10,000.00 30,000.00 30,000.00 214.3 FINE GRADING EARTH BERMS IN ROCKCUTS LF 2,150. 2.14 4,601.00 2.00 4,300.00 6.00 12,900.00 224.1 HORIZONTAL DRAINS IN ROCK LF 2,600. 12.00 31,200.00 11.00 28,600.00 11.00 28,600.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING CY 50. 16.47 823.50 20.00 1,000.00 26.00 1,300.00 306.110 RECLAIMED STABILIZED BASE PROCESSED IN PLACE, 10" DEEP (F) SY 16,223. 1.60 25,956.80 1.60 25,956.80 1.00 16,223.00 315.5 CRUSHED STONE (ENERGY- ABSORBING MATERIAL) CY 400. 18.91 7,564.00 25.00 10,000.00 26.00 10,400.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 3,950. 49.00 193,550.00 49.00 193,550.00 49.00 193,550.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 15. 100.00 1,500.00 100.00 1,500.00 100.00 1,500.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 325. 49.00 15,925.00 49.00 15,925.00 49.00 15,925.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 475. 53.00 25,175.00 53.00 25,175.00 53.00 25,175.00 417. COLD PLANING BITUMINOUS SURFACES (F) SY 1,112. 7.00 7,784.00 7.00 7,784.00 7.00 7,784.00 570.401 MORTAR RUBBLE MASONRY CY 18. 306.34 5,514.12 250.00 4,500.00 350.00 6,300.00 585.2 STONE FILL, CLASS B CY 18,500. 13.07 241,795.00 13.00 240,500.00 18.00 333,000.00 585.3 STONE FILL, CLASS C CY 900. 26.38 23,742.00 22.00 19,800.00 26.00 23,400.00 593.22 MEDIUM STRENGTH GEOTEXTILE, NON-WOVEN SY 3,300. 1.90 6,270.00 2.00 6,600.00 3.00 9,900.00 603.00218 18" R.C. PIPE, 2000D LF 162. 42.15 6,828.30 70.00 11,340.00 36.00 5,832.00 603.00224 24" R.C. PIPE, 2000D LF 92. 40.44 3,720.48 90.00 8,280.00 47.00 4,324.00 603.34124 24" STEEL END SECTIONS EA 1. 217.91 217.91 700.00 700.00 700.00 700.00 603.83112 12" PLASTIC PIPE (CORR. INTERIOR) LF 120. 19.75 2,370.00 40.00 4,800.00 35.00 4,200.00 603.83124 24" PLASTIC PIPE (CORR. INTERIOR) LF 58. 26.91 1,560.78 60.00 3,480.00 48.00 2,784.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 100. 20.20 2,020.00 40.00 4,000.00 36.00 3,600.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 36. 24.01 864.36 50.00 1,800.00 41.00 1,476.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 22. 27.73 610.06 70.00 1,540.00 50.00 1,100.00 603.85212 12" CORR. POLYETHYLENE END SECTION EA 5. 162.54 812.70 400.00 2,000.00 400.00 2,000.00 603.85218 18" CORR. POLYETHYLENE END SECTION EA 1. 178.11 178.11 575.00 575.00 410.00 410.00 604.15 CATCH BASINS TYPE E U 12. 1,448.25 17,379.00 1,500.00 18,000.00 1,600.00 19,200.00 604.242 DROP INLETS TYPE D-B U 5. 1,185.62 5,928.10 1,400.00 7,000.00 1,250.00 6,250.00 604.32 DRAINAGE MANHOLES U 16. 1,337.45 21,399.20 1,500.00 24,000.00 2,500.00 40,000.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 1,400. 10.45 14,630.00 20.00 28,000.00 32.00 44,800.00 605.512 12" PERF. CORR. POLYETHLY PIPE UND. LF 895. 13.58 12,154.10 24.00 21,480.00 33.00 29,535.00 13662 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 1,300. 16.34 21,242.00 31.00 40,300.00 35.00 45,500.00 605.79 UNDERDRAIN FLUSHING BASINS EA 1. 221.48 221.48 290.00 290.00 1,600.00 1,600.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LF 7,800. 12.39 96,642.00 12.40 96,720.00 13.00 101,400.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 6. 1,400.00 8,400.00 1,400.00 8,400.00 1,450.00 8,700.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 1,500. 20.01 30,015.00 12.00 18,000.00 36.00 54,000.00 607.1 WOVEN WIRE FENCE LF 3,400. 4.40 14,960.00 4.50 15,300.00 4.95 16,830.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 10. 80.00 800.00 60.00 600.00 65.00 650.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 1,140. 6.00 6,840.00 6.00 6,840.00 6.00 6,840.00 615.02 TRAFFIC SIGN TYPE B (F) SF 20. 125.00 2,500.00 125.00 2,500.00 142.00 2,840.00 615.03 TRAFFIC SIGN TYPE C (F) SF 47.67 50.00 2,383.50 50.00 2,383.50 61.00 2,907.87 615.06 TRAFFIC SIGN TYPE CC (F) SF 21.67 21.00 455.07 21.00 455.07 30.00 650.10 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 23,604.00 23,604.00 24,000.00 24,000.00 40,000.00 40,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 112,000.00 112,000.00 112,000.00 112,000.00 112,000.00 112,000.00 618.7 FLAGGERS HR 5,000. 17.50 87,500.00 12.00 60,000.00 18.00 90,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 42,886.33 42,886.33 100,000.00 100,000.00 50,000.00 50,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 14,670.00 29,340.00 15,000.00 30,000.00 24,000.00 48,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 85. 4.25 361.25 5.00 425.00 4.50 382.50 621.31 SINGLE DELINEATOR WITH POST EA 84. 26.00 2,184.00 25.00 2,100.00 54.00 4,536.00 622.1 STEEL WITNESS MARKERS EA 34. 19.00 646.00 25.00 850.00 270.00 9,180.00 622.2 CONCRETE BOUNDS EA 11. 175.00 1,925.00 75.00 825.00 540.00 5,940.00 628.2 SAWED BITUMINOUS PAVEMENT LF 80. 5.88 470.40 6.00 480.00 11.00 880.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 45,500. .12 5,460.00 .12 5,460.00 .15 6,825.00 632.1118 PREFORMED RETROREFLECTIVE TAPE, TYPE I (REMOVABLE) 18" LINE LF 24. 15.75 378.00 16.00 384.00 39.00 936.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 1,375. .92 1,265.00 1.00 1,375.00 .65 893.75 644.6 CROWNVETCH SEED LB 100. 20.00 2,000.00 20.00 2,000.00 21.00 2,100.00 645.12 TEMPORARY MULCH A 3. 450.00 1,350.00 450.00 1,350.00 486.00 1,458.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) SY 10,000. 1.80 18,000.00 1.40 14,000.00 1.50 15,000.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 2,450. 1.70 4,165.00 1.25 3,062.50 1.35 3,307.50 645.3 EROSION STONE TON 300. 30.62 9,186.00 15.00 4,500.00 19.00 5,700.00 645.531 SILT FENCE LF 4,000. 1.72 6,880.00 2.50 10,000.00 3.65 14,600.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 3,500.00 3,500.00 16,000.00 16,000.00 15,000.00 15,000.00 13662 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 140. 200.00 28,000.00 150.00 21,000.00 50.00 7,000.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 6. 1,495.00 8,970.00 1,500.00 9,000.00 1,600.00 9,600.00 647.1 HUMUS CY 2,800. 10.49 29,372.00 8.00 22,400.00 15.00 42,000.00 647.16 HUMUS, 6-INCH DEEP CY 400. 10.54 4,216.00 8.00 3,200.00 15.00 6,000.00 652.06048 ACER RUBRUM RED MAPLE 4 FT BARE RT EA 30. 45.00 1,350.00 45.00 1,350.00 45.00 1,350.00 655.37028 CORNUS RACEMOSA GRAY DOGWOOD 18" BARE RT EA 135. 25.00 3,375.00 25.00 3,375.00 25.00 3,375.00 655.38028 CORNUS SERICEA RED-OSIER DOGWOOD 18" BARE RT EA 134. 25.00 3,350.00 25.00 3,350.00 25.00 3,350.00 656.48028 SALIX DISCOLOR PUSSY WILLOW 18" BARE RT EA 135. 25.00 3,375.00 25.00 3,375.00 25.00 3,375.00 656.82028 VIBURNUM DENTATUM ARROWWOOD 18" BARE RT EA 134. 25.00 3,350.00 25.00 3,350.00 25.00 3,350.00 670.001 REMOVE AND SALVAGE RAILROAD MATERIAL LF 2,200. 14.44 31,768.00 32.00 70,400.00 17.00 37,400.00 670.046 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 53,036.06 53,036.06 60,000.00 60,000.00 120,000.00 120,000.00 670.101 TEMPORARY LIGHTING U 5. 2,917.00 14,585.00 3,000.00 15,000.00 6,000.00 30,000.00 692. MOBILIZATION U 1. 397,025.81 397,025.81 220,000.00 220,000.00 420,000.00 420,000.00 698.12 FIELD OFFICE TYPE B MON 17. 1,371.77 23,320.09 1,200.00 20,400.00 2,000.00 34,000.00 699. TEMPORARY PROJECT WATER POLLUTION CONTROL $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 1008.1 ALTERATIONS AND ADDITIONS AS NEEDED - SLOPE STABILIZATION $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 $3,357,777.00 $3,432,065.87 $4,210,662.22