THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: MANCHESTER MGS-STP-X-5285(035), 12328 COUNTIES AND CODES: HILLSBOROUGH 011 DATE BIDS OPEN: JANUARY 6, 2005 SCOPE OF WORK: ROADWAY REHABILITATION LOCATION: CANDIA ROAD IN THE CITY OF MANCHESTER COMPLETION DATE: JUNE 22, 2007 A R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 8,760,392.41 B SEVERINO TRUCKING CO., INC. P. O. BOX 202, CANDIA, NH 03034 $ 9,818,645.27 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA .9 40,000.00 36,000.00 25,000.00 22,500.00 201.21 REMOVING SMALL TREES EA 14. 400.00 5,600.00 150.00 2,100.00 201.22 REMOVING LARGE TREES EA 10. 800.00 8,000.00 500.00 5,000.00 201.4 REMOVING STUMPS EA 6. 175.00 1,050.00 150.00 900.00 202.31 FILL ABANDONED PIPE M3 35. 235.00 8,225.00 400.00 14,000.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 350. 50.00 17,500.00 50.00 17,500.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 10. 60.00 600.00 250.00 2,500.00 202.43 REMOVAL OF EXIST. ASBEST. CEMENT PIPE 0-600 MM DIA LM 35. 135.00 4,725.00 100.00 3,500.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 35. 260.00 9,100.00 300.00 10,500.00 202.7 REMOVAL OF GUARDRAIL (F) LM 105. 6.00 630.00 10.00 1,050.00 203.1 COMMON EXCAVATION M3 57,000. 12.75 726,750.00 10.00 570,000.00 203.17 PREPARE SURFACE FOR PAVEMENT M2 7,400. 3.30 24,420.00 2.00 14,800.00 203.2 ROCK EXCAVATION M3 3,500. 25.00 87,500.00 20.00 70,000.00 203.36 HANDLING/SEGREGATING EXCAVATED SOLID WASTE M3 3,400. 20.00 68,000.00 10.00 34,000.00 203.4 MUCK EXCAVATION M3 100. 12.75 1,275.00 25.00 2,500.00 203.6 EMBANKMENT-IN-PLACE (F) M3 10,225. 14.00 143,150.00 8.00 81,800.00 206.1 COMMON STRUCTURE EXCAVATION M3 2,214. 15.00 33,210.00 15.00 33,210.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 176. 39.00 6,864.00 165.00 29,040.00 206.2 ROCK STRUCTURE EXCAVATION M3 1,647. 50.00 82,350.00 260.00 428,220.00 209.1 GRANULAR BACKFILL M3 1,600. 30.00 48,000.00 25.00 40,000.00 209.4 GRANULAR BACKFILL (GRAV) M3 80. 30.00 2,400.00 65.00 5,200.00 12328 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.5 GRANULAR BACKFILL (STONE) M3 764. 30.00 22,920.00 25.00 19,100.00 210.63 GROUNDWATER OBSERVATION WELL (EXCAVATED) LM 5. 255.00 1,275.00 1,000.00 5,000.00 210.7 PROTECTIVE CASING WITH CAP AND LOCK EA 1. 75.00 75.00 250.00 250.00 211.11 VIBRATION MONITORING SERVICES HR 200. 45.00 9,000.00 60.00 12,000.00 214. FINE GRADING U 1. 125,000.00 125,000.00 150,000.00 150,000.00 304.1 SAND (F) M3 6,770. 18.00 121,860.00 18.00 121,860.00 304.2 GRAVEL (F) M3 6,872. 18.00 123,696.00 18.00 123,696.00 304.3 CRUSHED GRAVEL (F) M3 7,748. 23.00 178,204.00 26.00 201,448.00 304.301 CRUSHED GRAVEL FOR FILL M3 9,300. 15.00 139,500.00 24.00 223,200.00 304.31 CRUSHED GRAVEL FOR SHIMMING M3 1,400. 30.00 42,000.00 30.00 42,000.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING T 50. 25.00 1,250.00 50.00 2,500.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 2,000. 30.00 60,000.00 30.00 60,000.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD T 2,800. 40.00 112,000.00 43.00 120,400.00 403.11052 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (SUPERPAVE) (QC/QA) T 14,700. 41.00 602,700.00 44.00 646,800.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 1,650. 75.00 123,750.00 90.00 148,500.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 350. 44.00 15,400.00 70.00 24,500.00 411.1 HOT BITUMINOUS CONCRETE LEVELING COURSE T 500. 44.00 22,000.00 50.00 25,000.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 2,212. 5.00 11,060.00 6.00 13,272.00 504.101 COMMON BRIDGE EXCAVATION M3 875. 15.50 13,562.50 20.00 17,500.00 504.2 ROCK BRIDGE EXCAVATION M3 10. 50.00 500.00 200.00 2,000.00 508. STRUCTURAL FILL M3 85. 50.00 4,250.00 35.00 2,975.00 520.1 CONCRETE CLASS A M3 20. 1,000.00 20,000.00 700.00 14,000.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 110. 10.00 1,100.00 12.00 1,320.00 544.1 REINFORCING STEEL (ROADWAY) KG 300. 4.00 1,200.00 5.00 1,500.00 570.4 MORTAR RUBBLE MASONRY (F) M3 22.1 450.00 9,945.00 650.00 14,365.00 585.2 STONE FILL, CLASS B M3 175. 41.00 7,175.00 50.00 8,750.00 585.3 STONE FILL, CLASS C M3 450. 45.00 20,250.00 45.00 20,250.00 592.31 PRECAST CONCRETE MODULAR WALL M2 235. 520.00 122,200.00 465.00 109,275.00 593.4213 GEO-TEXTILE, PERM EROSION CONTROL, CL. 2, NON-WOVEN, CAT 3 M2 1,075. 3.50 3,762.50 2.00 2,150.00 603.00203 300 MM R.C. PIPE, CLASS III LM 70. 140.00 9,800.00 125.00 8,750.00 603.00204 375 MM R.C. PIPE, CLASS III LM 2,080. 148.00 307,840.00 130.00 270,400.00 12328 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00205 450 MM R.C. PIPE, CLASS III LM 1,490. 155.00 230,950.00 140.00 208,600.00 603.00206 600 MM R.C. PIPE, CLASS III LM 560. 170.00 95,200.00 165.00 92,400.00 603.00208 750 MM R.C. PIPE, CLASS III LM 110. 205.00 22,550.00 200.00 22,000.00 603.00209 900 MM R.C. PIPE, CLASS III LM 60. 250.00 15,000.00 265.00 15,900.00 603.00211 1050 MM R.C. PIPE, CLASS III LM 25. 310.00 7,750.00 750.00 18,750.00 603.00303 300 MM R.C. PIPE, CLASS IV LM 150. 145.00 21,750.00 160.00 24,000.00 603.11003 300 MM CORR. STEEL PIPE, 1.63 MM LM 10. 130.00 1,300.00 118.00 1,180.00 603.11004 375 MM CORR. STEEL PIPE, 1.63 MM LM 5. 140.00 700.00 125.00 625.00 603.30104 375 MM R.C. END SECT. EA 5. 480.00 2,400.00 800.00 4,000.00 603.30105 450 MM R.C. END SECT. EA 2. 510.00 1,020.00 825.00 1,650.00 603.30106 600 MM R.C. END SECT. EA 3. 610.00 1,830.00 900.00 2,700.00 603.30108 750 MM R.C. END SECT. EA 1. 680.00 680.00 1,000.00 1,000.00 603.34104 375 MM STEEL END SECTION EA 1. 185.00 185.00 100.00 100.00 603.34105 450 MM STEEL END SECTION EA 1. 205.00 205.00 125.00 125.00 604.0007 POLYETHYLENE LINER EA 175. 230.00 40,250.00 350.00 61,250.00 604.0009 OIL-WATER SEPARATORS FOR CATCH BASINS EA 9. 450.00 4,050.00 750.00 6,750.00 604.12 CATCH BASINS TYPE B U 135. 1,550.00 209,250.00 1,700.00 229,500.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 20. 2,350.00 47,000.00 2,250.00 45,000.00 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 1. 3,200.00 3,200.00 3,500.00 3,500.00 604.15 CATCH BASINS TYPE E U 15. 1,650.00 24,750.00 1,800.00 27,000.00 604.16 CATCH BASINS TYPE F U 19. 1,625.00 30,875.00 1,800.00 34,200.00 604.1615 CATCH BASINS TYPE F, 1.5 M DIA U 2. 2,450.00 4,900.00 2,350.00 4,700.00 604.1911 SPECIAL CATCH BASIN WITH SLUICE GATE U 1. 9,000.00 9,000.00 10,000.00 10,000.00 604.22 DROP INLETS TYPE B U 8. 1,200.00 9,600.00 1,200.00 9,600.00 604.2221 DROP INLETS TYPE B, 2.1 M DIA U 2. 4,000.00 8,000.00 3,000.00 6,000.00 604.245 DROP INLETS TYPE D-E U 1. 1,100.00 1,100.00 1,300.00 1,300.00 604.26 DROP INLETS TYPE F U 1. 1,250.00 1,250.00 1,300.00 1,300.00 604.32 DRAINAGE MANHOLES U 8. 1,600.00 12,800.00 1,500.00 12,000.00 604.3215 DRAINAGE MANHOLES, 1.5 M DIA U 5. 2,400.00 12,000.00 2,050.00 10,250.00 604.3218 DRAINAGE MANHOLES, 1.8 M DIA U 3. 3,200.00 9,600.00 3,300.00 9,900.00 604.4 RECONSTRUCTING CATCH BASINS & DROP INLETS LM 6. 650.00 3,900.00 650.00 3,900.00 604.45 ADJUSTING CATCH BASIN DROP INLET GRATE AND FRAMES EA 10. 270.00 2,700.00 350.00 3,500.00 12328 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 604.52 RECONSTRUCTING DRAINAGE MANHOLE LM 2. 650.00 1,300.00 650.00 1,300.00 604.55 ADJUSTING MANHOLE COVERS AND FRAMES EA 3. 270.00 810.00 350.00 1,050.00 604.62 DRAIN MANHOLE COVERS AND FRAMES EA 4. 485.00 1,940.00 500.00 2,000.00 604.85 WATER REPELLENT FOR EXISTING CB'S AND DI'S EA 20. 125.00 2,500.00 250.00 5,000.00 605.79 UNDERDRAIN FLUSHING BASINS EA 1. 500.00 500.00 500.00 500.00 605.915 150 MM PIPE UND.(CONTRACT ORS OPTION) LM 4,900. 52.00 254,800.00 50.00 245,000.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 530. 55.00 29,150.00 55.00 29,150.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 25. 70.00 1,750.00 60.00 1,500.00 606.1442 BEAM GUARDRAIL (THRIE BEAM) INCLUDING TRAN. SECTIONS LM 13. 98.00 1,274.00 100.00 1,300.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 3. 1,850.00 5,550.00 1,800.00 5,400.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 200. 65.00 13,000.00 115.00 23,000.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 3. 1,250.00 3,750.00 1,800.00 5,400.00 607.1 WOVEN WIRE FENCE LM 90. 36.00 3,240.00 40.00 3,600.00 607.212 CHAIN LINK FENCE WITH ALU COATED STEEL FABRIC, 1.2 METERS HIGH LM 250. 57.00 14,250.00 65.00 16,250.00 607.31236 3.6 METER CHAIN LINK GATE WITH VINYL-COATED STEEL FABRIC, 1.2 METERS HIGH EA 1. 750.00 750.00 500.00 500.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 2. 125.00 250.00 125.00 250.00 607.412 POST ASSEMBLIES FOR CHAIN LINK FENCE, 1.2 METERS HIGH EA 12. 190.00 2,280.00 150.00 1,800.00 607.7184 STOCKADE SCREEN 1.8M HIGH LM 20. 150.00 3,000.00 115.00 2,300.00 607.9 RESETTING RAILING AND FENCING LM 120. 26.00 3,120.00 40.00 4,800.00 608.1005 IMPRINTING AND COLORING BITUMINOUS SIDEWALK M2 130. 110.00 14,300.00 90.00 11,700.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 8,591.13 11.50 98,798.00 18.00 154,640.34 608.210 100 MM CONCRETE SIDEWALK (F) M2 545.99 43.00 23,477.57 45.00 24,569.55 608.215 150 MM CONCRETE SIDEWALK (F) M2 353.79 46.00 16,274.34 47.00 16,628.13 608.411 RESET BRICK SIDEWALK M2 4. 150.00 600.00 200.00 800.00 12328 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 608.53 DETECTABLE WARNING PANELS, YELLOW (SIDEWALK RAMPS) M2 85. 265.00 22,525.00 250.00 21,250.00 609.01 STRAIGHT GRANITE CURB LM 4,600. 45.75 210,450.00 49.00 225,400.00 609.02 CURVED GRANITE CURB LM 220. 69.00 15,180.00 72.00 15,840.00 609.0930 STRAIGHT GRANITE CURB 300 MM HIGH LM 65. 165.00 10,725.00 185.00 12,025.00 609.0945 STRAIGHT GRANITE CURB 450 MM HIGH LM 70. 210.00 14,700.00 236.00 16,520.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 310. 40.00 12,400.00 42.00 13,020.00 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 45. 40.00 1,800.00 42.00 1,890.00 609.5 RESET GRANITE CURB LM 1,129. 17.00 19,193.00 27.00 30,483.00 609.811 BITUMINOUS CURB TYPE B (100 MM REVEAL) LM 20. 16.50 330.00 20.00 400.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 10. 350.00 3,500.00 600.00 6,000.00 611.05225 250 MM CEMENT LINED DUCTILE IRON WATER PIPE, CL. 52 LM 60. 450.00 27,000.00 800.00 48,000.00 611.50102 19 MM COPPER WATER PIPE LM 75. 125.00 9,375.00 165.00 12,375.00 611.50103 25 MM COPPER WATER PIPE LM 75. 145.00 10,875.00 165.00 12,375.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 15. 1,500.00 22,500.00 1,750.00 26,250.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 65. 400.00 26,000.00 125.00 8,125.00 611.951 WATER MAIN INSULATION M2 100. 20.00 2,000.00 40.00 4,000.00 612.199 BY-PASS PUMPING SYSTEM FOR THE EAST IND. DRIVE PUMP STATION U 1. 15,000.00 15,000.00 50,000.00 50,000.00 612.31120 PVC TEES, WYES - - 200MM PIPE (8") EA 32. 500.00 16,000.00 100.00 3,200.00 612.31136 PVC TEES, WYES - - 375MM PIPE (15") EA 23. 600.00 13,800.00 250.00 5,750.00 612.31152 SEWER MANHOLES 1.5M (5') DIA. INCLUDE. FRAME AND COVER VM 35. 925.00 32,375.00 1,100.00 38,500.00 612.31182 SEWER MANHOLES 1.8M (6') DIA. INCLUDE. FRAME AND COVER VM 12. 1,050.00 12,600.00 5,500.00 66,000.00 612.312 SEWER MANHOLES 1.2M (4') DIA. INCL. FRAME AND COVER VM 107. 875.00 93,625.00 1,000.00 107,000.00 612.3515 150 MM DIA. PVC SEWER SERVICE (6") LM 585. 180.00 105,300.00 260.00 152,100.00 612.3520 200 MM DIA. PVC SEWER PIPE, SDR 35 (8") LM 1,240. 220.00 272,800.00 245.00 303,800.00 12328 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 612.3525 250MM (10") PVC SEWER PIPE, SDR 35 LM 70. 275.00 19,250.00 246.00 17,220.00 612.3538 375 MM DIA. PVC SEWER PIPE, SDR 35 (15") LM 1,030. 310.00 319,300.00 385.00 396,550.00 612.3545 450 MM DIA. PVC SEWER PIPE, SDR 35 (18") LM 28. 500.00 14,000.00 280.00 7,840.00 612.3560 600 MM DIA. PVC SEWER PIPE, SDR 35 (24") LM 20. 550.00 11,000.00 320.00 6,400.00 612.43220 200 MM DIA. D.I. SEWER FORCEMAIN PIPE, CLASS 52 (8") LM 728. 200.00 145,600.00 130.00 94,640.00 612.71020 200MM GATE VALVE EA 1. 800.00 800.00 750.00 750.00 614.3081 75 MM STEEL CONDUIT LM 41. 30.00 1,230.00 31.00 1,271.00 614.511 CONCRETE PULL BOX 350 MM EA 42. 300.00 12,600.00 275.00 11,550.00 614.523 MOLDED PULL BOX 425 MM X 750 MM EA 5. 325.00 1,625.00 300.00 1,500.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 520. 22.00 11,440.00 21.00 10,920.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 295. 40.00 11,800.00 30.00 8,850.00 614.70824 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LM 90. 24.00 2,160.00 22.00 1,980.00 614.70828 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LM 37. 45.00 1,665.00 40.00 1,480.00 615.02 TRAFFIC SIGN TYPE B (F) M2 3.2 575.00 1,840.00 550.00 1,760.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 14. 800.00 11,200.00 1,300.00 18,200.00 615.03 TRAFFIC SIGN TYPE C (F) M2 50. 350.00 17,500.00 332.00 16,600.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 56. 150.00 8,400.00 165.00 9,240.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 16. 150.00 2,400.00 235.00 3,760.00 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 1. 75.00 75.00 55.00 55.00 616.101 TRAFFIC SIGNALS U 1. 74,000.00 74,000.00 77,856.00 77,856.00 616.102 TRAFFIC SIGNALS U 1. 75,000.00 75,000.00 82,709.00 82,709.00 616.103 TRAFFIC SIGNALS U 1. 61,000.00 61,000.00 64,317.00 64,317.00 616.104 TRAFFIC SIGNALS U 1. 60,000.00 60,000.00 59,326.00 59,326.00 616.105 TRAFFIC SIGNALS U 1. 4,000.00 4,000.00 12,540.00 12,540.00 616.122 COMMUNICATION CABLE LM 150. 6.50 975.00 4.50 675.00 616.141 COMPUTER EQUIPMENT AND SOFTWARE LM 1. 4,500.00 4,500.00 8,044.00 8,044.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 12,000.00 12,000.00 12,200.00 12,200.00 616.162 TRAFFIC SIGNALS (TEMP.) U 1. 13,500.00 13,500.00 10,000.00 10,000.00 616.163 TRAFFIC SIGNALS (TEMP.) U 1. 12,000.00 12,000.00 10,000.00 10,000.00 616.164 TRAFFIC SIGNALS (TEMP.) U 1. 12,000.00 12,000.00 10,000.00 10,000.00 616.191 ALTERATIONS TO TRAFFIC SIGNALS U 1. 18,000.00 18,000.00 27,459.00 27,459.00 618.6 UNIFORMED OFFICERS $ 1. 37,800.00 37,800.00 37,800.00 37,800.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 215,500.00 215,500.00 215,500.00 215,500.00 12328 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 618.7 FLAGGERS HR 5,380. 17.50 94,150.00 15.00 80,700.00 619.1 MAINTENANCE OF TRAFFIC U 1. 210,000.00 210,000.00 350,000.00 350,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 5. 20,000.00 100,000.00 25,000.00 125,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 35. 4.00 140.00 4.00 140.00 621.31 SINGLE DELINEATOR WITH POST EA 80. 24.00 1,920.00 25.00 2,000.00 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 9. 25.00 225.00 28.00 252.00 622.1 STEEL WITNESS MARKERS EA 30. 25.00 750.00 20.00 600.00 622.4 STONE BOUNDS EA 49. 225.00 11,025.00 280.00 13,720.00 628.1 SAWED CONCRETE PAVEMENT LM 1,990. 6.50 12,935.00 10.00 19,900.00 628.2 SAWED BITUMINOUS PAVEMENT LM 2,600. 6.50 16,900.00 5.00 13,000.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 31,800. .33 10,494.00 .36 11,448.00 632.0115 RETROREFLECTIVE PAINT PAVEMENT MARKING, 150 MM LINE LM 3,000. .75 2,250.00 .82 2,460.00 632.0120 RETROREFLECTIVE PAINT PAVEMENT MARKING, 200 MM LINE LM 370. 1.00 370.00 .95 351.50 632.0145 RETROREFLECTIVE PAINT PAVEMENT MARKING, 450 MM LINE LM 200. 5.00 1,000.00 4.10 820.00 632.02 RETROREFLECTIVE PAINT PAVEMENT MARKING, SYMBOL OR WORD M2 95. 15.00 1,425.00 15.60 1,482.00 632.1110 PREFORMED RETROREFLECTIVE TAPE, TYPE I (REMOVABLE) 100 MM LINE LM 800. 4.00 3,200.00 4.10 3,280.00 632.1145 PREFORMED RETROREFLECTIVE TAPE, TYPE I (REMOVABLE) 450 MM LINE LM 200. 7.00 1,400.00 20.50 4,100.00 632.3115 RETROREFLECT. THERMOPLAS. PAVE. MARKING 150 MM LIN LM 1,175. 2.00 2,350.00 1.75 2,056.25 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 200. 8.00 1,600.00 7.40 1,480.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 95. 40.00 3,800.00 42.50 4,037.50 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 1,600. 1.50 2,400.00 1.50 2,400.00 641. LOAM M3 1,200. 37.00 44,400.00 23.50 28,200.00 642. LIMESTONE T 13. 100.00 1,300.00 110.00 1,430.00 643.12 FERTILIZER FOR INITIAL APPLICATION T 2.8 350.00 980.00 475.00 1,330.00 643.22 FERTILIZER FOR REFERTIL- IZATION T 2.8 350.00 980.00 475.00 1,330.00 12328 PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 644.15 PARK SEED TYPE 15 KG 160. 20.00 3,200.00 15.00 2,400.00 644.45 SLOPE SEED (WF) TYPE 45 KG 120. 20.00 2,400.00 33.00 3,960.00 644.6 CROWNVETCH SEED KG 3. 40.00 120.00 33.00 99.00 644.73 EMERGENT SEED MIX KG 4. 125.00 500.00 65.00 260.00 645.11 MULCH HA 3. 1,200.00 3,600.00 1,500.00 4,500.00 645.1510 BARK MULCH 100 MM DEEP M2 220. 6.50 1,430.00 6.00 1,320.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 1,645. 1.75 2,878.75 2.00 3,290.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) M2 485. 4.00 1,940.00 2.00 970.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 805. 1.75 1,408.75 2.00 1,610.00 645.3 EROSION STONE T 300. 45.00 13,500.00 40.00 12,000.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 900. 6.00 5,400.00 11.00 9,900.00 645.531 SILT FENCE LM 2,100. 9.00 18,900.00 10.00 21,000.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 2,500.00 2,500.00 5,000.00 5,000.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 260. 45.00 11,700.00 100.00 26,000.00 647.1 HUMUS M3 1,200. 26.00 31,200.00 25.00 30,000.00 647.29 WETLAND HUMUS M3 1,225. 30.00 36,750.00 25.00 30,625.00 648. SOD M2 450. 6.50 2,925.00 10.00 4,500.00 651.61042 PINUS RESINOSA RED PINE 1.2M CONT.GROWN EA 100. 125.00 12,500.00 145.00 14,500.00 659.101 WATERING (INCLUDING LABOR MATERIALS,EQUIPMENT) U 1. 200.00 200.00 1,500.00 1,500.00 659.401 LANDSCAPE ESTABLISHMENT CREW (4 MEN- 8 HR DAY) DAY 1. 1,300.00 1,300.00 2,500.00 2,500.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 70. 275.00 19,250.00 200.00 14,000.00 670.101 TEMPORARY LIGHTING AS NEEDED - TEMPORARY LIGHTING U 7. 2,350.00 16,450.00 1,500.00 10,500.00 670.42 CONCRETE FILLED BOLLARD EA 4. 475.00 1,900.00 500.00 2,000.00 692. MOBILIZATION U 1. 650,000.00 650,000.00 955,000.00 955,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 1,200.00 1,200.00 1,200.00 1,200.00 698.12 FIELD OFFICE TYPE B MON 30. 1,400.00 42,000.00 1,100.00 33,000.00 698.2 PHYSICAL TESTING LABORATORY MON 30. 600.00 18,000.00 600.00 18,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 1007. MISCELLANEOUS LANDSCAPE TREATMENT $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 1008.5 ALTERATIONS AND ADDITIONS AS NEEDED - MOUND AND POOL MICROTOPOGRAPHY $ 1. 8,000.00 8,000.00 8,000.00 8,000.00 12328 PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - SOLID WASTE DISPOSAL $ 1. 45,000.00 45,000.00 45,000.00 45,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 3,000.00 3,000.00 3,000.00 3,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 $8,760,392.41 $9,818,645.27