Skip Maine state header navigation
LETTING DATSTP-9079(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : WINSLOW TABULATION OF BIDS
WATERVILLE
CONTRACT ID : 008685.30
=========
COMPLETION DATE : 11/15/01
PROJECT(S): DPB-8685(30)X COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000855 BRIDGECORP $ 1,393,723.69 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 1,434,547.97 102.9292%
3 000403 PRATT & SONS INC. $ 1,469,417.30 105.4310%
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000403
|BRIDGECORP |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 3.000 EA | 300.00000 900.00| 400.00000 1200.00| 500.00000 1500.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 150.00000 450.00| 200.00000 600.00| 330.00000 990.00
REMOVING STUMP | | |
0030 202.11 55.000 M2 | 5.00000 275.00| 75.00000 4125.00| 114.00000 6270.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0040 202.17 1.000 LS | 2000.00000 2000.00| 1000.00000 1000.00| 4000.00000 4000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.202 59305.000 M2 | 1.25000 74131.25| 1.35000 80061.75| 1.80000 106749.00
REMOVING PAVEMENT SURFACE | | |
0060 202.203 630.000 M2 | 28.00000 17640.00| 25.00000 15750.00| 7.40000 4662.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 7400.000 M3 | 8.00000 59200.00| 9.25000 68450.00| 8.70000 64380.00
COMMON EXCAVATION | | |
0080 203.2021 3550.000 M | 12.00000 42600.00| 7.50000 26625.00| 8.80000 31240.00
INSLOPE REHABILITATION | | |
0090 203.203 1400.000 M | 16.00000 22400.00| 12.00000 16800.00| 10.00000 14000.00
DITCH EXCAVATION | | |
0100 203.25 20.000 M3 | 17.00000 340.00| 35.00000 700.00| 29.00000 580.00
GRANULAR BORROW | | |
0110 204.41 407.000 M2 | 10.00000 4070.00| 8.00000 3256.00| 9.40000 3825.80
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
LETTING DATE : 04/11/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : WINSLOW TABULATION OF BIDS
WATERVILLE
CONTRACT ID : 008685.30
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000403
|BRIDGECORP |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10 3900.000 M3 | 16.00000 62400.00| 21.00000 81900.00| 22.35000 87165.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.50 12530.000 M2 | 17.00000 213010.00| 24.50000 306985.00| 25.00000 313250.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0140 403.209 340.000 MG | 100.00000 34000.00| 90.00000 30600.00| 95.00000 32300.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 5800.000 MG | 38.00000 220400.00| 38.00000 220400.00| 38.80000 225040.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 2460.000 MG | 40.00000 98400.00| 38.00000 93480.00| 45.00000 110700.00
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 9700.000 L | 1.00000 9700.00| 0.80000 7760.00| 1.55000 15035.00
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 70.000 M3 | 100.00000 7000.00| 60.00000 4200.00| 46.50000 3255.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 502.461 28.000 M3 | 100.00000 2800.00| 315.00000 8820.00| 395.00000 11060.00
STRUCTURAL CONCRETE, REPLACE CONCRETE | | |
SLAB | | |
0200 504.069 4.000 EA | 190.00000 760.00| 145.00000 580.00| 160.00000 640.00
CONCRETE PIPE TIES | | |
0210 603.16 131.000 M | 130.00000 17030.00| 90.00000 11790.00| 59.00000 7729.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 17.000 M | 225.00000 3825.00| 100.00000 1700.00| 83.00000 1411.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.175 7.320 M | 475.00000 3477.00| 240.00000 1756.80| 466.00000 3411.12
450 MM RCP CLASS III | | |
0240 603.179 69.500 M | 200.00000 13900.00| 140.00000 9730.00| 265.00000 18417.50
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 39.630 M | 200.00000 7926.00| 160.00000 6340.80| 260.00000 10303.80
600 MM CULVERT PIPE OPTION III | | |
0260 603.33 12.200 M | 900.00000 10980.00| 465.00000 5673.00| 605.00000 7381.00
975 MM SPAN 600 MM RISE PIPE ARCH | | |
OPTION III | | |
0270 603.736 4.200 M | 20.00000 84.00| 600.00000 2520.00| 1100.00000 4620.00
REMOVE AND RELAY 1500 MM METAL PIPE | | |
0280 604.18 10.000 EA | 375.00000 3750.00| 350.00000 3500.00| 350.00000 3500.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.182 18.000 EA | 150.00000 2700.00| 150.00000 2700.00| 90.00000 1620.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
LETTING DATE : 04/11/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : WINSLOW TABULATION OF BIDS
WATERVILLE
CONTRACT ID : 008685.30
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000403
|BRIDGECORP |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.178 137.160 M | 18.00000 2468.88| 15.75000 2160.27| 16.00000 2194.56
GUARDRAIL BEAM | | |
0310 606.265 1.000 EA | 41.00000 41.00| 25.00000 25.00| 25.50000 25.50
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0320 606.35 12.000 EA | 35.00000 420.00| 30.00000 360.00| 31.00000 372.00
GUARDRAIL DELINEATOR POST | | |
0330 606.351 4.000 EA | 12.00000 48.00| 19.00000 76.00| 19.40000 77.60
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0340 606.357 378.000 M | 3.00000 1134.00| 3.95000 1493.10| 4.00000 1512.00
GUARDRAIL, MODIFY, TYPE 3B | | |
0350 606.55 15.240 M | 39.00000 594.36| 29.80000 454.15| 30.50000 464.82
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0360 606.752 1.000 EA | 1000.00000 1000.00| 950.00000 950.00| 650.00000 650.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0370 606.76 9.000 EA | 1400.00000 12600.00| 960.50000 8644.50| 980.00000 8820.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 606.772 1.000 EA | 525.00000 525.00| 265.00000 265.00| 270.00000 270.00
REPAIR EXISTING BREAKAWAY CABLE TERMINA | | |
0390 609.237 54.000 EA | 400.00000 21600.00| 750.00000 40500.00| 530.00000 28620.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0400 609.31 2162.000 M | 12.00000 25944.00| 30.00000 64860.00| 20.00000 43240.00
CURB TYPE 3 | | |
0410 610.08 42.000 M3 | 60.00000 2520.00| 70.00000 2940.00| 90.00000 3780.00
PLAIN RIPRAP | | |
0420 610.18 90.000 M3 | 50.00000 4500.00| 70.00000 6300.00| 55.00000 4950.00
STONE DITCH PROTECTION | | |
0430 613.319 2800.000 M2 | 1.50000 4200.00| 1.50000 4200.00| 1.50000 4200.00
TEMPORARY EROSION CONTROL BLANKET | | |
0440 615.07 375.000 M3 | 30.00000 11250.00| 45.00000 16875.00| 55.00000 20625.00
LOAM | | |
0450 618.1301 100.000 UN | 19.00000 1900.00| 12.00000 1200.00| 12.50000 1250.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0460 618.1401 145.000 UN | 17.00000 2465.00| 12.00000 1740.00| 12.50000 1812.50
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 245.000 UN | 15.00000 3675.00| 12.00000 2940.00| 7.90000 1935.50
MULCH - PLAN QUANTITY | | |
0480 620.58 380.000 M2 | 3.00000 1140.00| 2.00000 760.00| 1.80000 684.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 04/11/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : WINSLOW TABULATION OF BIDS
WATERVILLE
CONTRACT ID : 008685.30
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000403
|BRIDGECORP |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 627.71 12680.000 M | 0.35000 4438.00| 0.30000 3804.00| 0.30000 3804.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0500 627.73 6186.000 M | 0.70000 4330.20| 0.60000 3711.60| 0.60000 3711.60
100 MM YELLOW PAVEMENT MARKING LINE | | |
0510 627.75 78.000 M2 | 19.00000 1482.00| 17.00000 1326.00| 16.50000 1287.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0520 627.76 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 4100.00000 4100.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0530 629.05 65.000 MH | 20.00000 1300.00| 25.00000 1625.00| 32.00000 2080.00
HAND LABOR, STRAIGHT TIME | | |
0540 631.12 30.000 HR | 80.00000 2400.00| 90.00000 2700.00| 97.00000 2910.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0550 631.14 20.000 HR | 100.00000 2000.00| 80.00000 1600.00| 102.00000 2040.00
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 40.000 HR | 40.00000 1600.00| 45.00000 1800.00| 40.00000 1600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.18 10.000 HR | 25.00000 250.00| 45.00000 450.00| 38.00000 380.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0580 631.32 10.000 HR | 125.00000 1250.00| 150.00000 1500.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 639.19 1.000 EA | 2000.00000 2000.00| 5500.00000 5500.00| 3200.00000 3200.00
FIELD OFFICE TYPE B | | |
0600 643.86 4.000 EA | 1000.00000 4000.00| 1100.00000 4400.00| 950.00000 3800.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0610 652.33 100.000 EA | 65.00000 6500.00| 55.00000 5500.00| 48.00000 4800.00
DRUM | | |
0620 652.34 200.000 EA | 17.50000 3500.00| 15.00000 3000.00| 10.00000 2000.00
CONE | | |
0630 652.35 188.000 M2 | 80.00000 15040.00| 70.00000 13160.00| 87.00000 16356.00
CONSTRUCTION SIGNS | | |
0640 652.36 98.000 CD | 20.00000 1960.00| 200.00000 19600.00| 85.00000 8330.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 3250.000 MH | 12.00000 39000.00| 15.00000 48750.00| 12.00000 39000.00
FLAGGER | | |
0660 656.75 LUMP| 19000.00000 19000.00| 27500.00000 27500.00| 40000.00000 40000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.10 LUMP| 245000.00000 245000.00| 107875.00000 107875.00| 108000.00000 108000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,393,723.69| $ 1,434,547.97| $ 1,469,417.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,393,723.69| $ 1,434,547.97| $ 1,469,417.30
====================================================================================================================================