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LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 1
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010009.00 COMPLETION DATE : 06/28/08
=========
PROJECT(S): NH-1000(900)E LOCATION(S): ROBBINSTON, HIGHWAY IMPROVEMENTSAINE STATE DEPARTMENT OF TRANSPORTATION
NH-1295(100)E PERRY-ROBBINSTON, HIGHWAY RESURFACING
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : PERRY-ROBBINSTON, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 3,994,370.70 100.0000%
2 000855 BRIDGECORP $ 4,024,294.10 100.7491%
3 000707 SARGENT CORPORATION $ 4,193,855.30 104.9941%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000707
|LANE CONSTRUCTION CORP. (THE |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PROJECT ITEMS
| | |
0010 201.11 1.100 HA | 6500.00000 7150.00| 11597.02000 12756.72| 25000.00000 27500.00
CLEARING | | |
0020 201.23 15.000 EA | 450.00000 6750.00| 388.61000 5829.15| 250.00000 3750.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 32.000 EA | 200.00000 6400.00| 420.84000 13466.88| 250.00000 8000.00
REMOVING STUMP | | |
0040 202.203 262.000 M2 | 16.00000 4192.00| 25.74000 6743.88| 20.00000 5240.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 16800.000 M3 | 18.00000 302400.00| 10.43000 175224.00| 20.00000 336000.00
COMMON EXCAVATION | | |
0060 203.21 2725.000 M3 | 55.00000 149875.00| 52.15000 142108.75| 75.00000 204375.00
ROCK EXCAVATION | | |
0070 203.25 500.000 M3 | 22.00000 11000.00| 29.24000 14620.00| 24.00000 12000.00
GRANULAR BORROW | | |
0080 206.061 100.000 M3 | 32.00000 3200.00| 25.38000 2538.00| 24.00000 2400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 810.000 M3 | 130.00000 105300.00| 113.46000 91902.60| 120.00000 97200.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.10 2725.000 M3 | 24.50000 66762.50| 21.60000 58860.00| 26.00000 70850.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 308.35 25000.000 M2 | 10.00000 250000.00| 10.10000 252500.00| 11.00000 275000.00
FULL DEPTH RECYCLED PAVEMENT ( WITH | | |
BITUMINOUS STABILIZER) | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 2
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010009.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000707
|LANE CONSTRUCTION CORP. (THE |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 403.209 420.000 MG | 160.00000 67200.00| 160.00000 67200.00| 176.00000 73920.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0130 403.210 4720.000 MG | 84.50000 398840.00| 84.50000 398840.00| 92.95000 438724.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 1300.000 MG | 89.00000 115700.00| 89.00000 115700.00| 97.90000 127270.00
HOT MIX ASPHALT (SHIM) | | |
0150 403.213 5300.000 MG | 82.00000 434600.00| 82.00000 434600.00| 90.20000 478060.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 12620.000 L | 2.00000 25240.00| 2.28000 28773.60| 2.20000 27764.00
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 16.000 M3 | 45.00000 720.00| 52.61000 841.76| 30.00000 480.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 534.71 1.000 LS | 150000.00000 150000.00| 64968.20000 64968.20| 75000.00000 75000.00
PRECAST CONCRETE BOX CULVERT Box | | |
Culvert (# 4) | | |
0190 602.30 10.000 M3 | 210.00000 2100.00| 408.02000 4080.20| 75.00000 750.00
FLOWABLE CONCRETE FILL | | |
0200 603.001 LUMP | 55000.00000 55000.00| 26678.23000 26678.23| 55000.00000 55000.00
BOX CULVERT REPLACEMENT 1219 MM RCP CL. | | |
IV (#1) | | |
0210 603.002 LUMP | 40000.00000 40000.00| 25612.68000 25612.68| 31000.00000 31000.00
METAL CULVERT EXTENSION, BOX CULVERT | | |
(#2) | | |
0220 603.002 LUMP | 45000.00000 45000.00| 24616.66000 24616.66| 31000.00000 31000.00
METAL CULVERT EXTENSION, BOX CULVERT | | |
(#3) | | |
0230 603.002 LUMP | 30000.00000 30000.00| 13085.07000 13085.07| 31000.00000 31000.00
METAL CULVERT EXTENSION, BOX CULVERT | | |
(#5) | | |
0240 603.151 44.000 M | 120.00000 5280.00| 184.97000 8138.68| 150.00000 6600.00
300 MM CORRUGATED METAL PIPE | | |
0250 603.159 219.000 M | 120.00000 26280.00| 124.36000 27234.84| 150.00000 32850.00
300 MM CULVERT PIPE OPTION III | | |
0260 603.16 43.000 M | 135.00000 5805.00| 70.92000 3049.56| 120.00000 5160.00
375 MM CULVERT PIPE OPTION I | | |
0270 603.161 9.000 M | 135.00000 1215.00| 155.00000 1395.00| 160.00000 1440.00
375 MM CORRUGATED METAL PIPE | | |
0280 603.169 39.000 M | 150.00000 5850.00| 166.20000 6481.80| 175.00000 6825.00
375 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 3
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010009.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000707
|LANE CONSTRUCTION CORP. (THE |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0290 603.179 67.000 M | 200.00000 13400.00| 197.64000 13241.88| 200.00000 13400.00
450 MM CULVERT PIPE OPTION III | | |
0300 603.191 20.000 M | 230.00000 4600.00| 361.66000 7233.20| 200.00000 4000.00
600 MM CORRUGATED METAL PIPE | | |
0310 603.199 42.000 M | 250.00000 10500.00| 233.06000 9788.52| 240.00000 10080.00
600 MM CULVERT PIPE OPTION III | | |
0320 603.209 26.000 M | 340.00000 8840.00| 237.23000 6167.98| 300.00000 7800.00
750 MM CULVERT PIPE OPTION III | | |
0330 603.7324 19.000 M | 250.00000 4750.00| 276.60000 5255.40| 240.00000 4560.00
REMOVE AND RELAY 600 MM METAL PIPE | | |
0340 603.76 4.000 EA | 390.00000 1560.00| 408.00000 1632.00| 375.00000 1500.00
300 MM INLET GRATE UNIT | | |
0350 603.77 1.000 EA | 460.00000 460.00| 387.73000 387.73| 400.00000 400.00
375 MM INLET GRATE UNIT | | |
0360 604.072 5.000 EA | 3000.00000 15000.00| 3648.85000 18244.25| 2800.00000 14000.00
CATCH BASIN TYPE A1-C | | |
0370 604.092 32.000 EA | 3000.00000 96000.00| 2964.62000 94867.84| 2400.00000 76800.00
CATCH BASIN TYPE B1-C | | |
0380 604.244 3.000 EA | 1800.00000 5400.00| 2058.95000 6176.85| 1500.00000 4500.00
CATCH BASIN TYPE F4 | | |
0390 604.249 1.000 EA | 2200.00000 2200.00| 2068.16000 2068.16| 1500.00000 1500.00
CATCH BASIN TYPE F6-C | | |
0400 605.09 1600.000 M | 90.00000 144000.00| 71.70000 114720.00| 90.00000 144000.00
150 MM UNDERDRAIN TYPE B | | |
0410 605.10 47.000 M | 90.00000 4230.00| 62.37000 2931.39| 85.00000 3995.00
150 MM UNDERDRAIN OUTLET | | |
0420 605.11 730.000 M | 145.00000 105850.00| 139.61000 101915.30| 120.00000 87600.00
300 MM UNDERDRAIN TYPE C | | |
0430 605.12 38.000 M | 160.00000 6080.00| 169.95000 6458.10| 140.00000 5320.00
375 MM UNDERDRAIN TYPE C | | |
0440 605.13 16.000 M | 180.00000 2880.00| 219.65000 3514.40| 160.00000 2560.00
450 MM UNDERDRAIN TYPE C | | |
0450 606.23 644.000 M | 48.25000 31073.00| 60.60000 39026.40| 53.00000 34132.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0460 606.231 4.000 M | 53.00000 212.00| 66.31000 265.24| 58.00000 232.00
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0470 606.232 77.000 M | 53.00000 4081.00| 66.31000 5105.87| 58.00000 4466.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0480 606.265 12.000 EA | 60.00000 720.00| 75.36000 904.32| 66.00000 792.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 4
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010009.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000707
|LANE CONSTRUCTION CORP. (THE |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0490 606.353 44.000 EA | 37.00000 1628.00| 46.48000 2045.12| 40.70000 1790.80
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0500 606.47 10.000 EA | 42.00000 420.00| 52.78000 527.80| 46.20000 462.00
SINGLE WOOD POST | | |
0510 606.79 12.000 EA | 1700.00000 20400.00| 2116.29000 25395.48| 1850.00000 22200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0520 607.24 36.500 M | 33.00000 1204.50| 41.44000 1512.56| 45.00000 1642.50
REMOVE AND RESET FENCE | | |
0530 609.11 322.000 M | 80.00000 25760.00| 101.07000 32544.54| 85.00000 27370.00
VERTICAL CURB TYPE 1 | | |
0540 609.234 10.000 EA | 110.00000 1100.00| 124.35000 1243.50| 115.00000 1150.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.31 1843.000 M | 26.00000 47918.00| 35.14000 64763.02| 24.20000 44600.60
CURB TYPE 3 | | |
0560 610.08 325.000 M3 | 80.00000 26000.00| 51.50000 16737.50| 50.00000 16250.00
PLAIN RIPRAP | | |
0570 610.18 30.000 M3 | 80.00000 2400.00| 55.72000 1671.60| 45.00000 1350.00
STONE DITCH PROTECTION | | |
0580 613.319 580.000 M2 | 3.50000 2030.00| 1.26000 730.80| 2.00000 1160.00
EROSION CONTROL BLANKET | | |
0590 615.07 2256.000 M3 | 25.00000 56400.00| 23.37000 52722.72| 12.00000 27072.00
LOAM | | |
0600 618.1301 96.000 UN | 24.50000 2352.00| 35.67000 3424.32| 28.00000 2688.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 80.000 UN | 17.50000 1400.00| 19.46000 1556.80| 19.25000 1540.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 618.1411 61.000 UN | 30.00000 1830.00| 38.91000 2373.51| 33.00000 2013.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0630 618.25 5.000 M3 | 100.00000 500.00| 47.38000 236.90| 30.00000 150.00
APPLIED WATER | | |
0640 619.1201 387.000 UN | 12.00000 4644.00| 19.46000 7531.02| 13.20000 5108.40
MULCH - PLAN QUANTITY | | |
0650 619.1301 25.000 M3 | 120.00000 3000.00| 39.10000 977.50| 400.00000 10000.00
BARK MULCH | | |
0660 620.54 440.000 M2 | 3.50000 1540.00| 2.16000 950.40| 1.00000 440.00
STABILIZATION GEOTEXTILE | | |
0670 620.58 715.000 M2 | 3.00000 2145.00| 0.89000 636.35| 1.00000 715.00
EROSION CONTROL GEOTEXTILE | | |
0680 627.711 7460.000 M | 0.82000 6117.20| 0.99000 7385.40| 0.90000 6714.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 5
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010009.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000707
|LANE CONSTRUCTION CORP. (THE |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0690 627.75 100.000 M2 | 22.00000 2200.00| 25.73000 2573.00| 24.00000 2400.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0700 627.76 LUMP | 10000.00000 10000.00| 23914.23000 23914.23| 15000.00000 15000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0710 629.05 25.000 HR | 28.00000 700.00| 53.80000 1345.00| 28.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0720 631.12 25.000 HR | 135.00000 3375.00| 161.42000 4035.50| 120.00000 3000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0730 631.172 10.000 HR | 55.00000 550.00| 77.72000 777.20| 54.00000 540.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0740 631.18 10.000 HR | 35.00000 350.00| 89.68000 896.80| 32.00000 320.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0750 631.20 5.000 HR | 120.00000 600.00| 298.93000 1494.65| 125.00000 625.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0760 631.22 5.000 HR | 170.00000 850.00| 149.46000 747.30| 100.00000 500.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0770 631.32 5.000 HR | 230.00000 1150.00| 358.71000 1793.55| 125.00000 625.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0780 635.14 80.000 M2 | 1300.00000 104000.00| 896.99000 71759.20| 750.00000 60000.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0790 639.18 1.000 EA | 18000.00000 18000.00| 13678.94000 13678.94| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
0800 652.31 10.000 EA | 140.00000 1400.00| 59.79000 597.90| 75.00000 750.00
TYPE I BARRICADE | | |
0810 652.311 10.000 EA | 140.00000 1400.00| 89.68000 896.80| 100.00000 1000.00
TYPE II BARRICADE | | |
0820 652.33 80.000 EA | 45.00000 3600.00| 32.88000 2630.40| 75.00000 6000.00
DRUM | | |
0830 652.34 155.000 EA | 20.00000 3100.00| 9.63000 1492.65| 20.00000 3100.00
CONE | | |
0840 652.35 139.000 M2 | 90.00000 12510.00| 30.69000 4265.91| 120.00000 16680.00
CONSTRUCTION SIGNS | | |
0850 652.361 144.000 LS | 45000.00000 45000.00| 75165.39000 75165.39| 45000.00000 45000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0860 652.38 5492.000 HR | 17.00000 93364.00| 18.89000 103743.88| 16.50000 90618.00
FLAGGER | | |
0870 656.75 LUMP | 25000.00000 25000.00| 23448.09000 23448.09| 48450.00000 48450.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 6
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010009.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000707
|LANE CONSTRUCTION CORP. (THE |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0880 657.24 150.000 UN | 17.25000 2587.50| 16.21000 2431.50| 10.00000 1500.00
SEEDING PITS | | |
0890 658.20 90.000 M2 | 25.00000 2250.00| 28.22000 2539.80| 30.00000 2700.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0900 659.10 LUMP | 335000.00000 335000.00| 679329.98000 679329.98| 419250.00000 419250.00
MOBILIZATION | | |
0910 660.21 3000.000 HR | 2.00000 6000.00| 1.20000 3600.00| 2.00000 6000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,665,470.70| $ 3,715,875.60| $ 3,800,969.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE BASE 1 (CHOOSE 1 ALTERNATE ONLY)
| | |
0920 304.08 14950.000 M3 | 22.00000 328900.00| 20.63000 308418.50| 26.28000 392886.00
AGGREGATE BASE COURSE - SCREENED | | |
SECTION TOTALS | $ 328,900.00| $ 308,418.50| $ 392,886.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE BASE 2 (CHOOSE 1 ALTERNATE ONLY)
| | |
0930 304.1311 14950.000 M3 | | |
DENSE-GRADED CRUSHED AGGREGATE BASE | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,994,370.70| $ 4,024,294.10| $ 4,193,855.30
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