Skip Maine state header navigation
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00 COMPLETION DATE : 10/01/04
=========
PROJECT(S): DPB-8685(60)X LOCATION(S): WINSLOW MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1021(100)X WINDSOR - CHINA
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 3,023,725.24 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 3,148,324.71 104.1207%
3 000855 BRIDGECORP $ 3,301,200.70 109.1766%
4 000036 H E SARGENT, INC. $ 3,560,730.14 117.7597%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000059 |( 3 ) 000855
|C P M CONSTRUCTORS |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.220 HA | 10500.00000 2310.00| 10000.00000 2200.00| 21000.00000 4620.00
CLEARING | | |
0020 201.23 74.000 EA | 550.00000 40700.00| 275.00000 20350.00| 625.00000 46250.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 73.000 EA | 225.00000 16425.00| 125.00000 9125.00| 265.00000 19345.00
REMOVING STUMP | | |
0040 202.12 20.000 M3 | 175.00000 3500.00| 75.00000 1500.00| 135.00000 2700.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.203 545.000 M2 | 20.00000 10900.00| 15.00000 8175.00| 14.00000 7630.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 9470.000 M3 | 6.50000 61555.00| 10.00000 94700.00| 7.50000 71025.00
COMMON EXCAVATION | | |
0070 203.21 1150.000 M3 | 75.00000 86250.00| 65.00000 74750.00| 145.00000 166750.00
ROCK EXCAVATION | | |
0080 204.41 25170.000 M2 | 2.25000 56632.50| 4.00000 100680.00| 2.40000 60408.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 211.21 13770.000 M | 7.00000 96390.00| 9.00000 123930.00| 8.10000 111537.00
INSLOPE REHABILITATION | | |
0100 211.30 860.000 M | 7.00000 6020.00| 9.00000 7740.00| 29.00000 24940.00
DITCH EXCAVATION | | |
0110 211.40 2440.000 M | 22.00000 53680.00| 13.00000 31720.00| 60.00000 146400.00
NEW DITCH EXCAVATION | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000059 |( 3 ) 000855
|C P M CONSTRUCTORS |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 211.41 210.000 M | 115.00000 24150.00| 75.00000 15750.00| 475.00000 99750.00
NEW DITCH EXCAVATION - LEDGE | | |
0130 304.10 8840.000 M3 | 20.00000 176800.00| 17.50000 154700.00| 24.00000 212160.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 304.103 700.000 M3 | 23.00000 16100.00| 40.00000 28000.00| 32.00000 22400.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0150 403.209 400.000 MG | 90.00000 36000.00| 95.00000 38000.00| 125.00000 50000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.210 9284.000 MG | 39.40000 365789.60| 41.85000 388535.40| 39.40000 365789.60
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0170 403.213 10319.000 MG | 39.40000 406568.60| 41.60000 429270.40| 39.40000 406568.60
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 18020.000 L | 1.05000 18921.00| 1.05000 18921.00| 1.25000 22525.00
BITUMINOUS TACK COAT APPLIED | | |
0190 411.10 122.000 M3 | 50.00000 6100.00| 50.00000 6100.00| 85.00000 10370.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 603.16 225.000 M | 90.00000 20250.00| 55.00000 12375.00| 82.00000 18450.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 33.048 M | 180.00000 5948.64| 175.00000 5783.40| 250.00000 8262.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 295.000 M | 95.00000 28025.00| 65.00000 19175.00| 95.00000 28025.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 230.000 M | 185.00000 42550.00| 225.00000 51750.00| 260.00000 59800.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 25.000 M | 130.00000 3250.00| 75.00000 1875.00| 105.00000 2625.00
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 22.500 M | 240.00000 5400.00| 275.00000 6187.50| 380.00000 8550.00
600 MM CULVERT PIPE OPTION III | | |
0260 603.34 17.800 M | 550.00000 9790.00| 750.00000 13350.00| 550.00000 9790.00
1050 MM SPAN 725 MM RISE PIPE ARCH | | |
0270 604.092 2.000 EA | 2000.00000 4000.00| 2500.00000 5000.00| 2400.00000 4800.00
CATCH BASIN TYPE B1-C | | |
0280 604.161 1.000 EA | 550.00000 550.00| 3500.00000 3500.00| 1000.00000 1000.00
ALTERING CATCH BASIN | | |
0290 604.182 5.000 EA | 225.00000 1125.00| 300.00000 1500.00| 200.00000 1000.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 605.09 100.000 M | 55.00000 5500.00| 75.00000 7500.00| 100.00000 10000.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000059 |( 3 ) 000855
|C P M CONSTRUCTORS |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.10 15.000 M | 70.00000 1050.00| 65.00000 975.00| 100.00000 1500.00
150 MM UNDERDRAIN OUTLET | | |
0320 606.17 194.300 M | 36.00000 6994.80| 37.50000 7286.25| 36.50000 7091.95
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0330 606.21 26.670 M | 40.00000 1066.80| 47.50000 1266.83| 40.00000 1066.80
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0340 606.22 26.670 M | 40.00000 1066.80| 47.50000 1266.83| 40.00000 1066.80
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0350 606.265 4.000 EA | 55.00000 220.00| 55.00000 220.00| 50.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0360 606.35 13.000 EA | 30.00000 390.00| 27.50000 357.50| 25.00000 325.00
GUARDRAIL DELINEATOR POST | | |
0370 606.47 18.000 EA | 40.00000 720.00| 37.50000 675.00| 35.00000 630.00
SINGLE WOOD POST | | |
0380 606.754 6.000 EA | 925.00000 5550.00| 1000.00000 6000.00| 1200.00000 7200.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0390 606.79 6.000 EA | 2000.00000 12000.00| 1750.00000 10500.00| 1700.00000 10200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0400 609.15 41.000 M | 120.00000 4920.00| 1845.00000 75645.00| 95.00000 3895.00
SLOPED CURB TYPE 1 | | |
0410 609.234 2.000 EA | 500.00000 1000.00| 600.00000 1200.00| 200.00000 400.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.31 1896.000 M | 15.00000 28440.00| 15.00000 28440.00| 19.00000 36024.00
CURB TYPE 3 | | |
0430 609.444 18.590 M | 100.00000 1859.00| 65.00000 1208.35| 80.00000 1487.20
REMOVE AND RESET EXISTING CURB | | |
0440 610.08 70.000 M3 | 45.00000 3150.00| 75.00000 5250.00| 55.00000 3850.00
PLAIN RIPRAP | | |
0450 610.18 1085.000 M3 | 55.00000 59675.00| 45.00000 48825.00| 50.00000 54250.00
STONE DITCH PROTECTION | | |
0460 613.319 4515.000 M2 | 1.75000 7901.25| 1.00000 4515.00| 3.00000 13545.00
EROSION CONTROL BLANKET | | |
0470 615.07 50.000 M3 | 55.00000 2750.00| 45.00000 2250.00| 50.00000 2500.00
LOAM | | |
0480 617.37 30.000 M3 | 55.00000 1650.00| 50.00000 1500.00| 50.00000 1500.00
WOODWASTE MULCH | | |
0490 618.1301 10.000 UN | 25.00000 250.00| 22.50000 225.00| 28.00000 280.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0500 618.1401 695.000 UN | 15.00000 10425.00| 12.50000 8687.50| 20.00000 13900.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000059 |( 3 ) 000855
|C P M CONSTRUCTORS |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 619.1201 695.000 UN | 8.00000 5560.00| 6.50000 4517.50| 9.00000 6255.00
MULCH - PLAN QUANTITY | | |
0520 620.58 3425.000 M2 | 1.75000 5993.75| 1.75000 5993.75| 4.35000 14898.75
EROSION CONTROL GEOTEXTILE | | |
0530 626.37 1.000 EA | 1600.00000 1600.00| 2500.00000 2500.00| 1500.00000 1500.00
SPECIAL FOUNDATION | | |
0540 627.76 LUMP| 3250.00000 3250.00| 5000.00000 5000.00| 3000.00000 3000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 75.000 HR | 35.00000 2625.00| 35.00000 2625.00| 20.00000 1500.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 75.000 HR | 95.00000 7125.00| 135.00000 10125.00| 125.00000 9375.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.14 150.000 HR | 95.00000 14250.00| 135.00000 20250.00| 110.00000 16500.00
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 600.000 HR | 40.00000 24000.00| 70.00000 42000.00| 45.00000 27000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.18 40.000 HR | 40.00000 1600.00| 25.00000 1000.00| 25.00000 1000.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0600 631.20 30.000 HR | 45.00000 1350.00| 150.00000 4500.00| 140.00000 4200.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0610 631.22 150.000 HR | 80.00000 12000.00| 125.00000 18750.00| 100.00000 15000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0620 631.32 50.000 HR | 300.00000 15000.00| 300.00000 15000.00| 250.00000 12500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 639.19 1.000 EA | 9500.00000 9500.00| 7500.00000 7500.00| 8000.00000 8000.00
FIELD OFFICE TYPE B | | |
0640 643.60 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 5000.00000 5000.00
FLASHING BEACON AT: | | |
0650 643.71 LUMP| 9000.00000 9000.00| 8000.00000 8000.00| 8000.00000 8000.00
TRAFFIC SIGNAL MODIFICATION | | |
0660 652.38 3330.000 HR | 15.00000 49950.00| 12.50000 41625.00| 18.00000 59940.00
FLAGGER | | |
0670 652.39 LUMP| 75000.00000 75000.00| 85000.00000 85000.00| 15000.00000 15000.00
WORK ZONE TRAFFIC CONTROL | | |
0680 656.75 LUMP| 37500.00000 37500.00| 15000.00000 15000.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0690 659.101 LUMP| 302750.00000 302750.00| 265000.00000 265000.00| 143000.00000 143000.00
MOBILIZATION | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 5
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000059 |( 3 ) 000855
|C P M CONSTRUCTORS |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 660.21 1000.000 HR | 0.10000 100.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,345,912.74| $ 2,448,822.21| $ 2,542,050.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 FOAMED ASPHALT
| | |
0710 309.36 108450.000 M2 | 6.25000 677812.50| 6.45000 699502.50| 7.00000 759150.00
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
SECTION TOTALS | $ 677,812.50| $ 699,502.50| $ 759,150.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,023,725.24| $ 3,148,324.71| $ 3,301,200.70
====================================================================================================================================
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 6
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.220 HA | 17050.00000 3751.00| |
CLEARING | | |
0020 201.23 74.000 EA | 260.00000 19240.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 73.000 EA | 200.00000 14600.00| |
REMOVING STUMP | | |
0040 202.12 20.000 M3 | 105.00000 2100.00| |
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.203 545.000 M2 | 12.00000 6540.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.20 9470.000 M3 | 15.50000 146785.00| |
COMMON EXCAVATION | | |
0070 203.21 1150.000 M3 | 100.00000 115000.00| |
ROCK EXCAVATION | | |
0080 204.41 25170.000 M2 | 2.50000 62925.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 211.21 13770.000 M | 26.00000 358020.00| |
INSLOPE REHABILITATION | | |
0100 211.30 860.000 M | 33.00000 28380.00| |
DITCH EXCAVATION | | |
0110 211.40 2440.000 M | 33.00000 80520.00| |
NEW DITCH EXCAVATION | | |
0120 211.41 210.000 M | 131.00000 27510.00| |
NEW DITCH EXCAVATION - LEDGE | | |
0130 304.10 8840.000 M3 | 15.00000 132600.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 304.103 700.000 M3 | 15.00000 10500.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0150 403.209 400.000 MG | 95.00000 38000.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.210 9284.000 MG | 41.85000 388535.40| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0170 403.213 10319.000 MG | 41.60000 429270.40| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 18020.000 L | 1.05000 18921.00| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 7
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 411.10 122.000 M3 | 48.00000 5856.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 603.16 225.000 M | 156.00000 35100.00| |
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 33.048 M | 156.00000 5155.49| |
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 295.000 M | 176.00000 51920.00| |
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 230.000 M | 176.00000 40480.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 25.000 M | 286.00000 7150.00| |
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 22.500 M | 286.00000 6435.00| |
600 MM CULVERT PIPE OPTION III | | |
0260 603.34 17.800 M | 650.00000 11570.00| |
1050 MM SPAN 725 MM RISE PIPE ARCH | | |
0270 604.092 2.000 EA | 3300.00000 6600.00| |
CATCH BASIN TYPE B1-C | | |
0280 604.161 1.000 EA | 2000.00000 2000.00| |
ALTERING CATCH BASIN | | |
0290 604.182 5.000 EA | 250.00000 1250.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 605.09 100.000 M | 111.00000 11100.00| |
150 MM UNDERDRAIN TYPE B | | |
0310 605.10 15.000 M | 243.00000 3645.00| |
150 MM UNDERDRAIN OUTLET | | |
0320 606.17 194.300 M | 36.00000 6994.80| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0330 606.21 26.670 M | 39.00000 1040.13| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0340 606.22 26.670 M | 39.00000 1040.13| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0350 606.265 4.000 EA | 50.00000 200.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0360 606.35 13.000 EA | 25.00000 325.00| |
GUARDRAIL DELINEATOR POST | | |
0370 606.47 18.000 EA | 35.00000 630.00| |
SINGLE WOOD POST | | |
0380 606.754 6.000 EA | 1250.00000 7500.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 8
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.79 6.000 EA | 1900.00000 11400.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0400 609.15 41.000 M | 66.00000 2706.00| |
SLOPED CURB TYPE 1 | | |
0410 609.234 2.000 EA | 193.00000 386.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.31 1896.000 M | 10.00000 18960.00| |
CURB TYPE 3 | | |
0430 609.444 18.590 M | 131.00000 2435.29| |
REMOVE AND RESET EXISTING CURB | | |
0440 610.08 70.000 M3 | 50.00000 3500.00| |
PLAIN RIPRAP | | |
0450 610.18 1085.000 M3 | 69.00000 74865.00| |
STONE DITCH PROTECTION | | |
0460 613.319 4515.000 M2 | 3.00000 13545.00| |
EROSION CONTROL BLANKET | | |
0470 615.07 50.000 M3 | 175.00000 8750.00| |
LOAM | | |
0480 617.37 30.000 M3 | 75.00000 2250.00| |
WOODWASTE MULCH | | |
0490 618.1301 10.000 UN | 20.50000 205.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0500 618.1401 695.000 UN | 14.00000 9730.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0510 619.1201 695.000 UN | 6.50000 4517.50| |
MULCH - PLAN QUANTITY | | |
0520 620.58 3425.000 M2 | 1.00000 3425.00| |
EROSION CONTROL GEOTEXTILE | | |
0530 626.37 1.000 EA | 1500.00000 1500.00| |
SPECIAL FOUNDATION | | |
0540 627.76 LUMP| 15000.00000 15000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 75.000 HR | 40.00000 3000.00| |
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 75.000 HR | 105.00000 7875.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.14 150.000 HR | 100.00000 15000.00| |
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 600.000 HR | 60.00000 36000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 08/27/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/27/03
PAGE : 9
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010211.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 631.18 40.000 HR | 50.00000 2000.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0600 631.20 30.000 HR | 100.00000 3000.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0610 631.22 150.000 HR | 75.00000 11250.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0620 631.32 50.000 HR | 120.00000 6000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 639.19 1.000 EA | 30000.00000 30000.00| |
FIELD OFFICE TYPE B | | |
0640 643.60 LUMP| 9500.00000 9500.00| |
FLASHING BEACON AT: | | |
0650 643.71 LUMP| 7900.00000 7900.00| |
TRAFFIC SIGNAL MODIFICATION | | |
0660 652.38 3330.000 HR | 12.00000 39960.00| |
FLAGGER | | |
0670 652.39 LUMP| 54000.00000 54000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0680 656.75 LUMP| 125000.00000 125000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0690 659.101 LUMP| 163900.00000 163900.00| |
MOBILIZATION | | |
0700 660.21 1000.000 HR | 27.00000 27000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,803,749.14| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 FOAMED ASPHALT
| | |
0710 309.36 108450.000 M2 | 6.98000 756981.00| |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
SECTION TOTALS | $ 756,981.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,560,730.14| $ 0.00| $
====================================================================================================================================