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LETTING DATE : 09/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/06/06
PAGE : 1
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010212.00 COMPLETION DATE : 11/30/07
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PROJECT(S): STP-1021(200)X LOCATION(S): NEWCASTLE-DAMARISCOTTA, HIGHWAYMIMPROVEMENTSEPARTMENT OF TRANSPORTATION
CM-1034(103)X NOBLEBORO, PARK AND RIDE
CM-1034(107)X WALDOBORO, PARK AND RIDE A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : NEWCASTLE-DAMARISCOTTA AREA, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000855 BRIDGECORP $ 1,997,200.47 100.0000%
2 000707 SARGENT CORPORATION $ 2,089,790.05 104.6360%
3 000164 C P M CONSTRUCTORS $ 2,152,683.69 107.7851%
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000707 |( 3 ) 000164
|BRIDGECORP |SARGENT CORPORATION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS (BASIS OF AWARD)
| | |
0010 201.23 6.000 EA | 581.68000 3490.08| 500.00000 3000.00| 550.00000 3300.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 6.000 EA | 581.62000 3489.72| 250.00000 1500.00| 300.00000 1800.00
REMOVING STUMP | | |
0030 201.28 1.000 EA | 1382.86000 1382.86| 400.00000 400.00| 400.00000 400.00
PRUNING SINGLE TREE | | |
0040 202.15 12.000 EA | 435.10000 5221.20| 500.00000 6000.00| 550.00000 6600.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.202 4500.000 M2 | 5.29000 23805.00| 4.00000 18000.00| 5.29000 23805.00
REMOVING PAVEMENT SURFACE | | |
0060 203.20 3768.000 M3 | 25.95000 97779.60| 24.00000 90432.00| 35.00000 131880.00
COMMON EXCAVATION | | |
0070 203.2312 LUMP | 8500.00000 8500.00| 12500.00000 12500.00| 3000.00000 3000.00
HEALTH AND SAFETY PLAN | | |
0080 203.2333 30.000 MG | 140.33000 4209.90| 200.00000 6000.00| 110.00000 3300.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0090 203.24 100.000 M3 | 17.68000 1768.00| 20.00000 2000.00| 0.01000 1.00
COMMON BORROW | | |
0100 206.07 135.000 M3 | 301.65000 40722.75| 450.00000 60750.00| 300.00000 40500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.08 455.000 M3 | 36.51000 16612.05| 44.00000 20020.00| 52.00000 23660.00
AGGREGATE BASE COURSE - SCREENED | | |
LETTING DATE : 09/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/06/06
PAGE : 2
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010212.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000707 |( 3 ) 000164
|BRIDGECORP |SARGENT CORPORATION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 304.09 300.000 M3 | 1.00000 300.00| 50.00000 15000.00| 55.00000 16500.00
AGGREGATE BASE COURSE - CRUSHED | | |
0130 304.10 2750.000 M3 | 46.90000 128975.00| 44.00000 121000.00| 45.00000 123750.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 65.000 MG | 164.77000 10710.05| 181.25000 11781.25| 164.77000 10710.05
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1505.000 MG | 83.19000 125200.95| 91.50000 137707.50| 83.19000 125200.95
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 550.000 MG | 108.46000 59653.00| 119.00000 65450.00| 130.00000 71500.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0170 403.211 65.000 MG | 164.77000 10710.05| 181.25000 11781.25| 164.77000 10710.05
HOT MIX ASPHALT (SHIM) | | |
0180 403.213 450.000 MG | 101.09000 45490.50| 111.20000 50040.00| 101.09000 45490.50
HOT MIX ASPHALT 12.5 MM, BASE | | |
0190 404.60 84.000 M2 | 374.53000 31460.52| 60.00000 5040.00| 70.00000 5880.00
COLORED AND TEXTURED WEARING SURFACE | | |
0200 409.15 2065.000 L | 5.84000 12059.60| 5.85000 12080.25| 5.32000 10985.80
BITUMINOUS TACK COAT APPLIED | | |
0210 525.326 15.000 M2 | 1037.44000 15561.60| 2500.00000 37500.00| 750.00000 11250.00
FIELD STONE RETAINING WALL | | |
0220 603.159 38.000 M | 191.54000 7278.52| 220.00000 8360.00| 300.00000 11400.00
300 MM CULVERT PIPE OPTION III | | |
0230 603.161 13.000 M | 128.14000 1665.82| 200.00000 2600.00| 300.00000 3900.00
375 MM CORRUGATED METAL PIPE | | |
0240 603.169 55.000 M | 389.98000 21448.90| 240.00000 13200.00| 400.00000 22000.00
375 MM CULVERT PIPE OPTION III | | |
0250 603.195 8.000 M | 1736.93000 13895.44| 2500.00000 20000.00| 3000.00000 24000.00
600 MM RCP CLASS III w/ drilling & tide | | |
gate inc. | | |
0260 604.072 29.000 EA | 3497.87000 101438.23| 4000.00000 116000.00| 2500.00000 72500.00
CATCH BASIN TYPE A1-C | | |
0270 604.092 4.000 EA | 3162.53000 12650.12| 3600.00000 14400.00| 2200.00000 8800.00
CATCH BASIN TYPE B1-C | | |
0280 604.15 7.000 EA | 3118.44000 21829.08| 4000.00000 28000.00| 3300.00000 23100.00
MANHOLE | | |
0290 604.16 6.000 EA | 748.94000 4493.64| 750.00000 4500.00| 600.00000 3600.00
ALTERING CATCH BASIN TO MANHOLES | | |
0300 604.18 5.000 EA | 460.80000 2304.00| 400.00000 2000.00| 300.00000 1500.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 09/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/06/06
PAGE : 3
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010212.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000707 |( 3 ) 000164
|BRIDGECORP |SARGENT CORPORATION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 604.182 9.000 EA | 288.10000 2592.90| 175.00000 1575.00| 250.00000 2250.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0320 604.252 4.000 EA | 2904.97000 11619.88| 3200.00000 12800.00| 2700.00000 10800.00
CATCH BASIN TYPE A5-C | | |
0330 605.09 275.000 M | 118.55000 32601.25| 140.00000 38500.00| 110.00000 30250.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 330.000 M | 223.70000 73821.00| 180.00000 59400.00| 125.00000 41250.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 122.000 M | 245.98000 30009.56| 200.00000 24400.00| 170.00000 20740.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 50.000 M | 268.72000 13436.00| 230.00000 11500.00| 175.00000 8750.00
450 MM UNDERDRAIN TYPE C | | |
0370 605.15 115.000 M | 335.66000 38600.90| 300.00000 34500.00| 200.00000 23000.00
600 MM UNDERDRAIN TYPE C | | |
0380 608.26 40.000 M2 | 511.46000 20458.40| 200.00000 8000.00| 500.00000 20000.00
CURB RAMP DETECTABLE WARNING FIELD | | |
0390 609.11 260.000 M | 86.38000 22458.80| 82.46000 21439.60| 90.00000 23400.00
VERTICAL CURB TYPE 1 | | |
0400 609.12 120.000 M | 116.58000 13989.60| 111.84000 13420.80| 130.00000 15600.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0410 609.237 125.000 EA | 188.42000 23552.50| 179.85000 22481.25| 200.00000 25000.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0420 609.2371 45.000 EA | 256.38000 11537.10| 244.75000 11013.75| 300.00000 13500.00
TERMINAL CURB TYPE 1- 2.1M - CIRCULAR | | |
0430 609.34 56.000 M | 79.03000 4425.68| 75.44000 4224.64| 70.00000 3920.00
CURB TYPE 5 | | |
0440 609.35 13.000 M | 209.94000 2729.22| 200.42000 2605.46| 200.00000 2600.00
CURB TYPE 5 - CIRCULAR | | |
0450 609.38 685.000 M | 61.59000 42189.15| 18.04000 12357.40| 85.00000 58225.00
RESET CURB TYPE 1 | | |
0460 610.18 1.000 M3 | 110.45000 110.45| 75.00000 75.00| 80.00000 80.00
STONE DITCH PROTECTION | | |
0470 615.07 140.000 M3 | 85.49000 11968.60| 30.00000 4200.00| 80.00000 11200.00
LOAM | | |
0480 618.1301 11.000 UN | 57.57000 633.27| 52.80000 580.80| 45.00000 495.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1401 6.000 UN | 57.58000 345.48| 52.80000 316.80| 45.00000 270.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 17.000 UN | 44.78000 761.26| 30.80000 523.60| 35.00000 595.00
MULCH - PLAN QUANTITY | | |
0510 620.58 760.000 M2 | 2.91000 2211.60| 2.00000 1520.00| 3.00000 2280.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 09/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/06/06
PAGE : 4
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010212.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000707 |( 3 ) 000164
|BRIDGECORP |SARGENT CORPORATION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0520 626.11 7.000 EA | 316.91000 2218.37| 330.00000 2310.00| 300.00000 2100.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0530 626.21 63.000 M | 5.76000 362.88| 72.60000 4573.80| 6.00000 378.00
METALLIC CONDUIT | | |
0540 626.22 73.000 M | 37.80000 2759.40| 25.30000 1846.90| 40.00000 2920.00
NON-METALLIC CONDUIT | | |
0550 626.31 4.000 EA | 547.38000 2189.52| 605.00000 2420.00| 525.00000 2100.00
450 MM FOUNDATION | | |
0560 626.32 2.000 EA | 691.43000 1382.86| 825.00000 1650.00| 1400.00000 2800.00
600 MM FOUNDATION | | |
0570 626.38 1.000 EA | 691.43000 691.43| 715.00000 715.00| 750.00000 750.00
GROUND MOUNT CABINET FOUNDATION | | |
0580 627.18 70.000 M | 4.61000 322.70| 4.40000 308.00| 5.00000 350.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0590 627.711 3066.000 M | 0.56000 1716.96| 0.75000 2299.50| 0.50000 1533.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0600 627.75 38.000 M2 | 14.40000 547.20| 13.75000 522.50| 13.00000 494.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0610 627.76 LUMP | 864.29000 864.29| 5000.00000 5000.00| 5000.00000 5000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0620 629.05 8.000 HR | 51.86000 414.88| 24.00000 192.00| 20.00000 160.00
HAND LABOR, STRAIGHT TIME | | |
0630 631.12 3.000 HR | 155.57000 466.71| 100.00000 300.00| 125.00000 375.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0640 631.171 3.000 HR | 63.38000 190.14| 52.00000 156.00| 60.00000 180.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0650 631.22 3.000 HR | 144.05000 432.15| 90.00000 270.00| 90.00000 270.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0660 637.071 LUMP | 21886.70000 21886.70| 90000.00000 90000.00| 20000.00000 20000.00
DUST CONTROL | | |
0670 639.18 1.000 EA | 14818.27000 14818.27| 15000.00000 15000.00| 14000.00000 14000.00
FIELD OFFICE TYPE A | | |
0680 642.17 4.000 M3 | 2038.40000 8153.60| 750.00000 3000.00| 2000.00000 8000.00
CAST-IN-PLACE CONCRETE STEPS | | |
0690 643.80 LUMP | 37683.03000 37683.03| 70000.00000 70000.00| 40000.00000 40000.00
TRAFFIC SIGNALS AT | | |
0700 643.91 1.000 EA | 8602.56000 8602.56| 8000.00000 8000.00| 9000.00000 9000.00
MAST ARM POLE W/ 2x4.7 M Mast Arm | | |
LETTING DATE : 09/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/06/06
PAGE : 5
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010212.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000707 |( 3 ) 000164
|BRIDGECORP |SARGENT CORPORATION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0710 643.91 1.000 EA | 6629.68000 6629.68| 10000.00000 10000.00| 7000.00000 7000.00
MAST ARM POLE W/ 4.7 M Mast Arm | | |
0720 643.92 4.000 EA | 2189.53000 8758.12| 2500.00000 10000.00| 2300.00000 9200.00
PEDESTAL POLE | | |
0730 652.33 60.000 EA | 63.38000 3802.80| 75.00000 4500.00| 45.00000 2700.00
DRUM | | |
0740 652.34 140.000 EA | 18.56000 2598.40| 20.00000 2800.00| 20.00000 2800.00
CONE | | |
0750 652.35 39.000 M2 | 116.37000 4538.43| 120.00000 4680.00| 270.00000 10530.00
CONSTRUCTION SIGNS | | |
0760 652.361 176.000 LS | 114725.37000 114725.37| 125000.00000 125000.00| 50000.00000 50000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0770 652.38 4500.000 HR | 17.29000 77805.00| 18.00000 81000.00| 18.00000 81000.00
FLAGGER | | |
0780 652.381 500.000 HR | 48.98000 24490.00| 45.00000 22500.00| 50.00000 25000.00
UNIFORM TRAFFIC OFFICERS | | |
0790 656.75 LUMP | 9000.00000 9000.00| 100000.00000 100000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0800 659.10 LUMP | 369428.25000 369428.25| 208600.00000 208600.00| 547050.00000 547050.00
MOBILIZATION | | |
0810 660.21 1000.000 HR | 1.15000 1150.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
0820 801.17 165.000 M | 112.20000 18513.00| 240.00000 39600.00| 320.52000 52885.80
200 MM PVC SANITARY SEWER (SDR-35) | | |
install only | | |
0830 803.01 2.000 EA | 747.65000 1495.30| 250.00000 500.00| 369.77000 739.54
TEST PITS | | |
0840 803.135 60.000 M | 148.07000 8884.20| 260.00000 15600.00| 250.00000 15000.00
150MM SERVICE LATERAL | | |
0850 803.173 2.000 EA | 2550.35000 5100.70| 4000.00000 8000.00| 3500.00000 7000.00
SEWER MANHOLE - 1.2M DIAMETER | | |
0860 822.34 100.000 M | 191.57000 19157.00| 300.00000 30000.00| 350.00000 35000.00
200 MM CLASS 52 DI PIPE | | |
0870 823.3251 2.000 EA | 2617.97000 5235.94| 1200.00000 2400.00| 2000.00000 4000.00
200MM GATE VALVE WITH BOX | | |
0880 824.32 4.000 EA | 1933.28000 7733.12| 750.00000 3000.00| 3000.00000 12000.00
REMOVE AND RESET HYDRANTS | | |
0890 825.46 1.000 EA | 576.19000 576.19| 750.00000 750.00| 2000.00000 2000.00
CORE & BOOT Existing SMH- 26 | | |
0900 827.311 15.000 M3 | 60.28000 904.20| 32.00000 480.00| 40.00000 600.00
UNSUITABLE SOIL EXCAVATION, REMOVE AND | | |
REFILL- BELOW GRADE | | |
LETTING DATE : 09/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/06/06
PAGE : 6
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010212.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000707 |( 3 ) 000164
|BRIDGECORP |SARGENT CORPORATION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0910 827.33 77.000 M | 11.34000 873.18| 20.00000 1540.00| 20.00000 1540.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 1,991,261.31| $ 2,063,990.05| $ 2,152,683.69
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 OPTION 1 (BID REQUIRED)
| | |
0920 403.1021 86.000 M2 | 69.06000 5939.16| 300.00000 25800.00| 0.00000 0.00
TEXTURED ASPHALT PAVEMENT | | |
SECTION TOTALS | $ 5,939.16| $ 25,800.00| $ 0.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,997,200.47| $ 2,089,790.05| $ 2,152,683.69
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