THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: RYE 12595 COUNTIES AND CODES: ROCKINGHAM 015 DATE BIDS OPEN: FEBRUARY 10, 2005 SCOPE OF WORK: RECONSTRUCTING AN INTERSECTION TO A ROUNDABOUT LOCATION: INTERSECTION OF SAGAMORE ROAD/ELWYN ROAD/PIONEER ROAD ALSO KNOWN AS FOYE'S CORNER COMPLETION DATE: JUNE 2, 2006 A GOVE CONSTRUCTION SERVICES CO., INC. 170 WEST RD., SUITE 10, PORTSMOUTH, NH 03801 $ 748,084.10 B NORTHEAST EARTH MECHANICS INC. 159 BARNSTEAD RD., PITTSFIELD, NH 03263 $ 772,466.60 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 203.1 COMMON EXCAVATION M3 4,300. 13.00 55,900.00 15.50 66,650.00 203.6 EMBANKMENT-IN-PLACE (F) M3 1,566. 12.00 18,792.00 8.00 12,528.00 206.1 COMMON STRUCTURE EXCAVATION M3 80. 23.00 1,840.00 20.00 1,600.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 39.00 1,950.00 26.00 1,300.00 206.2 ROCK STRUCTURE EXCAVATION M3 30. 260.00 7,800.00 229.00 6,870.00 209.4 GRANULAR BACKFILL (GRAV) M3 60. 40.00 2,400.00 65.00 3,900.00 214. FINE GRADING U 1. 13,000.00 13,000.00 20,000.00 20,000.00 304.1 SAND (F) M3 1,005. 22.00 22,110.00 27.50 27,637.50 304.2 GRAVEL (F) M3 1,014. 25.00 25,350.00 35.50 35,997.00 304.3 CRUSHED GRAVEL (F) M3 1,072. 32.00 34,304.00 38.50 41,272.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 225. 39.00 8,775.00 41.00 9,225.00 403.1105 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (SUPERPAVE) T 1,000. 63.00 63,000.00 60.00 60,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 250. 108.00 27,000.00 90.00 22,500.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 100. 88.00 8,800.00 75.00 7,500.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 459. 17.00 7,803.00 20.00 9,180.00 603.00204 375 MM R.C. PIPE, CLASS III LM 75. 160.00 12,000.00 131.00 9,825.00 603.34104 375 MM STEEL END SECTION EA 6. 200.00 1,200.00 110.00 660.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 45. 95.00 4,275.00 90.00 4,050.00 12595 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 11. 102.00 1,122.00 99.00 1,089.00 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 112. 203.00 22,736.00 164.00 18,368.00 604.0007 POLYETHYLENE LINER EA 6. 300.00 1,800.00 210.00 1,260.00 604.12 CATCH BASINS TYPE B U 5. 1,900.00 9,500.00 1,600.00 8,000.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 3. 3,000.00 9,000.00 2,350.00 7,050.00 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 2. 3,000.00 6,000.00 2,900.00 5,800.00 604.15 CATCH BASINS TYPE E U 1. 2,200.00 2,200.00 1,650.00 1,650.00 604.3218 DRAINAGE MANHOLES, 1.8 M DIA U 2. 2,000.00 4,000.00 3,900.00 7,800.00 604.45 ADJUSTING CATCH BASIN DROP INLET GRATE AND FRAMES EA 2. 330.00 660.00 300.00 600.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 15. 76.00 1,140.00 61.00 915.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 1. 2,100.00 2,100.00 1,900.00 1,900.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 1. 900.00 900.00 600.00 600.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 50. 140.00 7,000.00 80.00 4,000.00 608.210 100 MM CONCRETE SIDEWALK (F) M2 332. 40.00 13,280.00 60.00 19,920.00 608.220 200 MM CONCRETE SIDEWALK (F) M2 171. 47.00 8,037.00 120.00 20,520.00 608.4 CONCRETE PAVERS M2 150. 92.00 13,800.00 60.00 9,000.00 608.53 DETECTABLE WARNING PANELS YELLOW (SIDEWALK RAMPS) M2 25. 260.00 6,500.00 450.00 11,250.00 609.01 STRAIGHT GRANITE CURB LM 425. 67.00 28,475.00 57.00 24,225.00 609.02 CURVED GRANITE CURB LM 30. 95.00 2,850.00 84.00 2,520.00 609.21 STRAIGHT GRANITE SLOPE CURB LM 65. 50.00 3,250.00 40.00 2,600.00 614.3081 75 MM STEEL CONDUIT LM 35. 61.00 2,135.00 76.00 2,660.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 2. 360.00 720.00 325.00 650.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 18.9 1,100.00 20,790.00 1,100.00 20,790.00 615.03 TRAFFIC SIGN TYPE C (F) M2 13.99 550.00 7,694.50 550.00 7,694.50 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 4. 150.00 600.00 160.00 640.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 7.38 220.00 1,623.60 220.00 1,623.60 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 2. 26.00 52.00 26.00 52.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 15,000.00 15,000.00 15,000.00 15,000.00 618.7 FLAGGERS HR 1,000. 25.00 25,000.00 25.00 25,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 45,000.00 45,000.00 50,000.00 50,000.00 12595 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 3. 10.00 30.00 6.00 18.00 621.31 SINGLE DELINEATOR WITH POST EA 12. 25.00 300.00 26.00 312.00 622.2 CONCRETE BOUNDS EA 16. 210.00 3,360.00 200.00 3,200.00 622.4 STONE BOUNDS EA 20. 230.00 4,600.00 200.00 4,000.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 1. 600.00 600.00 800.00 800.00 625.52 LIGHT POLE (HIGHWAY) U 1. 2,700.00 2,700.00 1,900.00 1,900.00 628.2 SAWED BITUMINOUS PAVEMENT LM 100. 10.00 1,000.00 5.75 575.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 7,200. .65 4,680.00 .70 5,040.00 632.3115 RETROREFLECT. THERMOPLAS. PAVE. MARKING 150 MM LIN LM 80. 9.00 720.00 8.00 640.00 632.3120 RETROREFLECT. THERMOPLAS. PAVE. MARKING 200 MM LIN LM 140. 12.00 1,680.00 10.00 1,400.00 641. LOAM M3 350. 30.00 10,500.00 39.00 13,650.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 400. 2.50 1,000.00 2.40 960.00 645.3 EROSION STONE T 50. 39.00 1,950.00 20.50 1,025.00 645.531 SILT FENCE LM 200. 10.00 2,000.00 10.00 2,000.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 1,000.00 1,000.00 3,000.00 3,000.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 80. 50.00 4,000.00 100.00 8,000.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS M2 3,000. .50 1,500.00 .40 1,200.00 647.1 HUMUS M3 60. 20.00 1,200.00 13.00 780.00 658.4269 HEMEROCALLIS 'STELLA D' ORO', DAYLILLY, 2 GAL, 1 YR, POT CONT. EA 75. 30.00 2,250.00 28.00 2,100.00 658.4299 HEMEOCALLIS 'SILOAM MERLE KENT', DAYLILLY 2 GAL., 1YR., POT CONT. EA 20. 30.00 600.00 28.00 560.00 658.4329 HEMEROCALLIS 'LITTLE GRAPETTE' DAYLILLY, 2 GAL, 1 YR, POT CONT. EA 160. 30.00 4,800.00 28.00 4,480.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 5. 150.00 750.00 155.00 775.00 670.0661 MULTIPLE MAILBOXES SUPPORT ASSEMBLIES EA 3. 200.00 600.00 210.00 630.00 692. MOBILIZATION U 1. 74,000.00 74,000.00 60,000.00 60,000.00 698.13 FIELD OFFICE TYPE C MON 15. 1,400.00 21,000.00 1,250.00 18,750.00 698.2 PHYSICAL TESTING LABORATORY MON 8. 750.00 6,000.00 850.00 6,800.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 12595 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 1,000.00 1,000.00 1,000.00 1,000.00 $748,084.10 $772,466.60