Skip Maine state header navigation
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
COMPLETION DATE : 11/01/02
PROJECT(S): STP-9186(00)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : CHIP ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000094 HARRY C CROOKER & SONS, INC. $ 2,505,120.16 100.0000%
2 000403 PRATT & SONS INC. $ 2,567,235.95 102.4796%
3 000855 BRIDGECORP $ 2,635,662.20 105.2110%
4 000059 PIKE INDUSTRIES, INC. $ 2,762,841.40 110.2878%
5 000272 A & V CONSTRUCTION, CORP. $ 2,986,962.20 119.2343%
6 001094 K & K EXCAVATION, INC. $ 2,988,916.75 119.3123%
7 000079 R J GRONDIN & SONS, INC. $ 3,824,203.30 152.6555%
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000403 |( 3 ) 000855
|HARRY C CROOKER & SONS, INC |PRATT & SONS 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 0.500 HA | 5000.00000 2500.00| 20000.00000 10000.00| 5000.00000 2500.00
CLEARING | | |
0020 201.23 68.000 EA | 200.00000 13600.00| 220.00000 14960.00| 275.00000 18700.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 75.000 EA | 300.00000 22500.00| 50.00000 3750.00| 120.00000 9000.00
REMOVING STUMP | | |
0040 202.203 252.000 M2 | 20.00000 5040.00| 21.00000 5292.00| 20.00000 5040.00
PAVEMENT BUTT JOINTS | | |
0050 203.2001 10750.000 M3 | 7.80000 83850.00| 5.60000 60200.00| 10.00000 107500.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.202 9034.000 M | 8.00000 72272.00| 5.20000 46976.80| 7.00000 63238.00
INSLOPE EXCAVATION | | |
0070 203.2026 549.000 M | 10.00000 5490.00| 6.50000 3568.50| 13.00000 7137.00
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0080 203.203 8423.000 M | 10.00000 84230.00| 8.70000 73280.10| 9.00000 75807.00
DITCH EXCAVATION | | |
0090 203.21 230.000 M3 | 50.00000 11500.00| 37.00000 8510.00| 80.00000 18400.00
ROCK EXCAVATION | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000403 |( 3 ) 000855
|HARRY C CROOKER & SONS, INC |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 204.41 1080.000 M2 | 4.00000 4320.00| 2.70000 2916.00| 12.00000 12960.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 304.104 12585.000 M3 | 15.00000 188775.00| 19.00000 239115.00| 19.50000 245407.50
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0120 307.32 92226.000 M2 | 1.25000 115282.50| 1.00000 92226.00| 1.00000 92226.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0130 403.207 14500.000 MG | 32.50000 471250.00| 36.00000 522000.00| 32.00000 464000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 13000.000 MG | 34.00000 442000.00| 36.00000 468000.00| 35.00000 455000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 130.000 MG | 140.00000 18200.00| 95.00000 12350.00| 120.00000 15600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.211 200.000 MG | 65.00000 13000.00| 43.50000 8700.00| 39.00000 7800.00
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 280.000 L | 5.00000 1400.00| 3.00000 840.00| 4.00000 1120.00
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 145.000 M3 | 100.00000 14500.00| 55.00000 7975.00| 70.00000 10150.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 601.22 74.000 M3 | 100.00000 7400.00| 198.00000 14652.00| 270.00000 19980.00
GABIONS, PVC COATED | | |
0200 603.16 342.000 M | 80.00000 27360.00| 42.00000 14364.00| 55.00000 18810.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 90.000 M | 150.00000 13500.00| 250.00000 22500.00| 170.00000 15300.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 62.000 M | 85.00000 5270.00| 50.00000 3100.00| 78.00000 4836.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 195.000 M | 200.00000 39000.00| 220.00000 42900.00| 155.00000 30225.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 30.000 M | 215.00000 6450.00| 225.00000 6750.00| 320.00000 9600.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.219 6.100 M | 300.00000 1830.00| 260.00000 1586.00| 370.00000 2257.00
900 MM CULVERT PIPE OPTION III | | |
0260 603.2591 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 30000.00000 30000.00
LINER FOR 1500 MM CMP CULVERT | | |
0270 603.279 3.600 M | 300.00000 1080.00| 700.00000 2520.00| 1000.00000 3600.00
1800 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000403 |( 3 ) 000855
|HARRY C CROOKER & SONS, INC |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 604.092 7.000 EA | 1500.00000 10500.00| 1900.00000 13300.00| 2100.00000 14700.00
CATCH BASIN TYPE B1-C | | |
0290 604.18 2.000 EA | 350.00000 700.00| 350.00000 700.00| 550.00000 1100.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0300 604.246 1.000 EA | 1250.00000 1250.00| 1500.00000 1500.00| 1500.00000 1500.00
CATCH BASIN TYPE F5 | | |
0310 605.09 1672.000 M | 70.00000 117040.00| 63.00000 105336.00| 45.00000 75240.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 96.000 M | 70.00000 6720.00| 58.00000 5568.00| 90.00000 8640.00
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 115.000 M | 85.00000 9775.00| 81.00000 9315.00| 90.00000 10350.00
300 MM UNDERDRAIN TYPE C | | |
0340 605.12 30.000 M | 90.00000 2700.00| 87.00000 2610.00| 95.00000 2850.00
375 MM UNDERDRAIN TYPE C | | |
0350 606.17 1348.000 M | 31.60000 42596.80| 33.00000 44484.00| 37.00000 49876.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.22 76.200 M | 38.50000 2933.70| 40.00000 3048.00| 46.00000 3505.20
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0370 606.265 10.000 EA | 20.00000 200.00| 22.00000 220.00| 24.00000 240.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 606.35 33.000 EA | 20.00000 660.00| 22.00000 726.00| 24.00000 792.00
GUARDRAIL DELINEATOR POST | | |
0390 606.364 353.000 M | 9.00000 3177.00| 10.00000 3530.00| 11.00000 3883.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0400 606.47 30.000 EA | 35.00000 1050.00| 37.00000 1110.00| 42.00000 1260.00
SINGLE WOOD POST | | |
0410 606.51 31.000 EA | 230.00000 7130.00| 240.00000 7440.00| 275.00000 8525.00
MULTIPLE MAILBOX SUPPORT | | |
0420 606.752 11.000 EA | 800.00000 8800.00| 500.00000 5500.00| 1050.00000 11550.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0430 606.76 11.000 EA | 1125.00000 12375.00| 1175.00000 12925.00| 1350.00000 14850.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 609.31 2078.000 M | 10.00000 20780.00| 9.40000 19533.20| 13.00000 27014.00
CURB TYPE 3 | | |
0450 609.34 370.000 M | 60.00000 22200.00| 27.00000 9990.00| 60.00000 22200.00
CURB TYPE 5 | | |
0460 609.35 4.500 M | 150.00000 675.00| 240.00000 1080.00| 200.00000 900.00
CURB TYPE 5 - CIRCULAR | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000403 |( 3 ) 000855
|HARRY C CROOKER & SONS, INC |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 610.08 500.000 M3 | 50.00000 25000.00| 55.00000 27500.00| 65.00000 32500.00
PLAIN RIPRAP | | |
0480 610.18 450.000 M3 | 55.00000 24750.00| 46.00000 20700.00| 53.00000 23850.00
STONE DITCH PROTECTION | | |
0490 613.319 10655.000 M2 | 1.50000 15982.50| 1.55000 16515.25| 1.50000 15982.50
TEMPORARY EROSION CONTROL BLANKET | | |
0500 615.07 190.000 M3 | 30.00000 5700.00| 39.00000 7410.00| 36.00000 6840.00
LOAM | | |
0510 617.381 100.000 M3 | 25.00000 2500.00| 38.50000 3850.00| 60.00000 6000.00
WOOD WASTE EROSION CONTROL MIX | | |
0520 618.1401 650.000 UN | 13.00000 8450.00| 13.00000 8450.00| 16.00000 10400.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0530 619.1201 650.000 UN | 6.00000 3900.00| 6.50000 4225.00| 7.00000 4550.00
MULCH - PLAN QUANTITY | | |
0540 620.58 3012.000 M2 | 2.00000 6024.00| 1.80000 5421.60| 3.50000 10542.00
EROSION CONTROL GEOTEXTILE | | |
0550 621.025 3.000 EA | 300.00000 900.00| 313.00000 939.00| 78.00000 234.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0560 621.027 5.000 EA | 375.00000 1875.00| 392.00000 1960.00| 120.00000 600.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
0570 621.12 8.000 EA | 385.00000 3080.00| 400.00000 3200.00| 95.00000 760.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0580 621.552 15.000 EA | 150.00000 2250.00| 157.00000 2355.00| 65.00000 975.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0590 627.75 69.000 M2 | 16.14000 1113.66| 16.50000 1138.50| 20.00000 1380.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0600 627.76 LUMP| 10000.00000 10000.00| 19000.00000 19000.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0610 629.05 40.000 MH | 25.00000 1000.00| 36.00000 1440.00| 22.00000 880.00
HAND LABOR, STRAIGHT TIME | | |
0620 631.10 20.000 HR | 40.00000 800.00| 37.00000 740.00| 25.00000 500.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0630 631.11 20.000 HR | 30.00000 600.00| 35.00000 700.00| 25.00000 500.00
AIR TOOL (INCLUDING OPERATOR) | | |
0640 631.12 60.000 HR | 90.00000 5400.00| 93.00000 5580.00| 100.00000 6000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000403 |( 3 ) 000855
|HARRY C CROOKER & SONS, INC |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0650 631.14 20.000 HR | 100.00000 2000.00| 147.00000 2940.00| 115.00000 2300.00
GRADER (INCLUDING OPERATOR) | | |
0660 631.172 120.000 HR | 50.00000 6000.00| 42.00000 5040.00| 55.00000 6600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0670 631.18 10.000 HR | 30.00000 300.00| 35.00000 350.00| 30.00000 300.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0680 631.32 20.000 HR | 100.00000 2000.00| 165.00000 3300.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0690 637.071 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 9500.00000 9500.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 7500.00000 7500.00| 6900.00000 6900.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0710 652.31 20.000 EA | 50.00000 1000.00| 30.00000 600.00| 65.00000 1300.00
TYPE I BARRICADE | | |
0720 652.33 250.000 EA | 50.00000 12500.00| 40.00000 10000.00| 65.00000 16250.00
DRUM | | |
0730 652.34 200.000 EA | 20.00000 4000.00| 8.00000 1600.00| 16.00000 3200.00
CONE | | |
0740 652.35 105.000 M2 | 85.00000 8925.00| 97.00000 10185.00| 80.00000 8400.00
CONSTRUCTION SIGNS | | |
0750 652.36 270.000 CD | 100.00000 27000.00| 50.00000 13500.00| 40.00000 10800.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0760 652.38 10000.000 MH | 15.00000 150000.00| 14.60000 146000.00| 7.00000 70000.00
FLAGGER | | |
0770 656.75 LUMP| 25000.00000 25000.00| 58000.00000 58000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0780 658.20 50.000 M2 | 14.16000 708.00| 15.00000 750.00| 17.00000 850.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0790 659.10 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| 340000.00000 340000.00
MOBILIZATION | | |
0800 660.21 3000.000 MH | 2.00000 6000.00| 1.00000 3000.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,505,120.16| $ 2,567,235.95| $ 2,635,662.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,505,120.16| $ 2,567,235.95| $ 2,635,662.20
====================================================================================================================================
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 4 ) 000059 |( 5 ) 000272 |( 6 ) 001094
|PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP. |K & K EXCAVATION, 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 0.500 HA | 45000.00000 22500.00| 25000.00000 12500.00| 10000.00000 5000.00
CLEARING | | |
0020 201.23 68.000 EA | 475.00000 32300.00| 750.00000 51000.00| 300.00000 20400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 75.000 EA | 350.00000 26250.00| 150.00000 11250.00| 180.00000 13500.00
REMOVING STUMP | | |
0040 202.203 252.000 M2 | 20.00000 5040.00| 30.00000 7560.00| 28.00000 7056.00
PAVEMENT BUTT JOINTS | | |
0050 203.2001 10750.000 M3 | 9.25000 99437.50| 10.00000 107500.00| 7.00000 75250.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.202 9034.000 M | 7.25000 65496.50| 7.00000 63238.00| 5.00000 45170.00
INSLOPE EXCAVATION | | |
0070 203.2026 549.000 M | 17.50000 9607.50| 13.00000 7137.00| 20.00000 10980.00
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0080 203.203 8423.000 M | 9.00000 75807.00| 9.00000 75807.00| 9.00000 75807.00
DITCH EXCAVATION | | |
0090 203.21 230.000 M3 | 75.00000 17250.00| 45.00000 10350.00| 65.00000 14950.00
ROCK EXCAVATION | | |
0100 204.41 1080.000 M2 | 5.25000 5670.00| 4.00000 4320.00| 5.00000 5400.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 304.104 12585.000 M3 | 20.25000 254846.25| 21.00000 264285.00| 15.00000 188775.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0120 307.32 92226.000 M2 | 0.70000 64558.20| 2.00000 184452.00| 2.00000 184452.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0130 403.207 14500.000 MG | 34.50000 500250.00| 37.00000 536500.00| 42.00000 609000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 13000.000 MG | 34.50000 448500.00| 36.00000 468000.00| 46.00000 598000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 130.000 MG | 90.00000 11700.00| 95.00000 12350.00| 115.00000 14950.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.211 200.000 MG | 41.50000 8300.00| 43.00000 8600.00| 65.00000 13000.00
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 280.000 L | 3.00000 840.00| 3.00000 840.00| 5.00000 1400.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 4 ) 000059 |( 5 ) 000272 |( 6 ) 001094
|PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 411.10 145.000 M3 | 50.00000 7250.00| 25.00000 3625.00| 35.00000 5075.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 601.22 74.000 M3 | 220.00000 16280.00| 220.00000 16280.00| 325.00000 24050.00
GABIONS, PVC COATED | | |
0200 603.16 342.000 M | 80.00000 27360.00| 90.00000 30780.00| 75.00000 25650.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 90.000 M | 290.00000 26100.00| 155.00000 13950.00| 75.00000 6750.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 62.000 M | 90.00000 5580.00| 100.00000 6200.00| 100.00000 6200.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 195.000 M | 300.00000 58500.00| 200.00000 39000.00| 140.00000 27300.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 30.000 M | 310.00000 9300.00| 230.00000 6900.00| 200.00000 6000.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.219 6.100 M | 350.00000 2135.00| 600.00000 3660.00| 250.00000 1525.00
900 MM CULVERT PIPE OPTION III | | |
0260 603.2591 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 100000.00000 100000.00
LINER FOR 1500 MM CMP CULVERT | | |
0270 603.279 3.600 M | 1500.00000 5400.00| 900.00000 3240.00| 1500.00000 5400.00
1800 MM CULVERT PIPE OPTION III | | |
0280 604.092 7.000 EA | 2000.00000 14000.00| 1800.00000 12600.00| 1200.00000 8400.00
CATCH BASIN TYPE B1-C | | |
0290 604.18 2.000 EA | 450.00000 900.00| 600.00000 1200.00| 300.00000 600.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0300 604.246 1.000 EA | 1650.00000 1650.00| 1100.00000 1100.00| 1500.00000 1500.00
CATCH BASIN TYPE F5 | | |
0310 605.09 1672.000 M | 45.00000 75240.00| 65.00000 108680.00| 35.00000 58520.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 96.000 M | 45.00000 4320.00| 60.00000 5760.00| 45.00000 4320.00
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 115.000 M | 55.00000 6325.00| 120.00000 13800.00| 65.00000 7475.00
300 MM UNDERDRAIN TYPE C | | |
0340 605.12 30.000 M | 65.00000 1950.00| 130.00000 3900.00| 100.00000 3000.00
375 MM UNDERDRAIN TYPE C | | |
0350 606.17 1348.000 M | 31.75000 42799.00| 35.00000 47180.00| 39.00000 52572.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.22 76.200 M | 38.50000 2933.70| 41.00000 3124.20| 40.00000 3048.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0370 606.265 10.000 EA | 25.00000 250.00| 51.00000 510.00| 50.00000 500.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 4 ) 000059 |( 5 ) 000272 |( 6 ) 001094
|PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.35 33.000 EA | 25.00000 825.00| 26.00000 858.00| 30.00000 990.00
GUARDRAIL DELINEATOR POST | | |
0390 606.364 353.000 M | 9.25000 3265.25| 18.00000 6354.00| 20.00000 7060.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0400 606.47 30.000 EA | 40.00000 1200.00| 36.00000 1080.00| 35.00000 1050.00
SINGLE WOOD POST | | |
0410 606.51 31.000 EA | 250.00000 7750.00| 210.00000 6510.00| 200.00000 6200.00
MULTIPLE MAILBOX SUPPORT | | |
0420 606.752 11.000 EA | 1000.00000 11000.00| 1250.00000 13750.00| 1000.00000 11000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0430 606.76 11.000 EA | 1200.00000 13200.00| 1500.00000 16500.00| 1500.00000 16500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 609.31 2078.000 M | 15.00000 31170.00| 16.00000 33248.00| 15.00000 31170.00
CURB TYPE 3 | | |
0450 609.34 370.000 M | 65.00000 24050.00| 75.00000 27750.00| 50.00000 18500.00
CURB TYPE 5 | | |
0460 609.35 4.500 M | 200.00000 900.00| 220.00000 990.00| 150.00000 675.00
CURB TYPE 5 - CIRCULAR | | |
0470 610.08 500.000 M3 | 45.00000 22500.00| 70.00000 35000.00| 30.00000 15000.00
PLAIN RIPRAP | | |
0480 610.18 450.000 M3 | 45.00000 20250.00| 70.00000 31500.00| 35.00000 15750.00
STONE DITCH PROTECTION | | |
0490 613.319 10655.000 M2 | 1.50000 15982.50| 2.00000 21310.00| 2.25000 23973.75
TEMPORARY EROSION CONTROL BLANKET | | |
0500 615.07 190.000 M3 | 50.00000 9500.00| 30.00000 5700.00| 20.00000 3800.00
LOAM | | |
0510 617.381 100.000 M3 | 60.00000 6000.00| 50.00000 5000.00| 40.00000 4000.00
WOOD WASTE EROSION CONTROL MIX | | |
0520 618.1401 650.000 UN | 13.00000 8450.00| 14.00000 9100.00| 15.00000 9750.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0530 619.1201 650.000 UN | 9.00000 5850.00| 6.00000 3900.00| 10.00000 6500.00
MULCH - PLAN QUANTITY | | |
0540 620.58 3012.000 M2 | 1.50000 4518.00| 3.00000 9036.00| 2.50000 7530.00
EROSION CONTROL GEOTEXTILE | | |
0550 621.025 3.000 EA | 350.00000 1050.00| 310.00000 930.00| 200.00000 600.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0560 621.027 5.000 EA | 425.00000 2125.00| 380.00000 1900.00| 200.00000 1000.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 4 ) 000059 |( 5 ) 000272 |( 6 ) 001094
|PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 621.12 8.000 EA | 375.00000 3000.00| 390.00000 3120.00| 100.00000 800.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0580 621.552 15.000 EA | 325.00000 4875.00| 155.00000 2325.00| 100.00000 1500.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0590 627.75 69.000 M2 | 20.00000 1380.00| 17.00000 1173.00| 22.00000 1518.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0600 627.76 LUMP| 7500.00000 7500.00| 21000.00000 21000.00| 3000.00000 3000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0610 629.05 40.000 MH | 25.00000 1000.00| 25.00000 1000.00| 20.00000 800.00
HAND LABOR, STRAIGHT TIME | | |
0620 631.10 20.000 HR | 40.00000 800.00| 40.00000 800.00| 35.00000 700.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0630 631.11 20.000 HR | 40.00000 800.00| 35.00000 700.00| 25.00000 500.00
AIR TOOL (INCLUDING OPERATOR) | | |
0640 631.12 60.000 HR | 90.00000 5400.00| 95.00000 5700.00| 75.00000 4500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0650 631.14 20.000 HR | 100.00000 2000.00| 100.00000 2000.00| 75.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0660 631.172 120.000 HR | 45.00000 5400.00| 45.00000 5400.00| 40.00000 4800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0670 631.18 10.000 HR | 35.00000 350.00| 35.00000 350.00| 25.00000 250.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0680 631.32 20.000 HR | 175.00000 3500.00| 110.00000 2200.00| 75.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0690 637.071 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 50000.00000 50000.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 9000.00000 9000.00| 10000.00000 10000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0710 652.31 20.000 EA | 65.00000 1300.00| 55.00000 1100.00| 50.00000 1000.00
TYPE I BARRICADE | | |
0720 652.33 250.000 EA | 55.00000 13750.00| 55.00000 13750.00| 40.00000 10000.00
DRUM | | |
0730 652.34 200.000 EA | 20.00000 4000.00| 16.00000 3200.00| 12.00000 2400.00
CONE | | |
0740 652.35 105.000 M2 | 90.00000 9450.00| 110.00000 11550.00| 75.00000 7875.00
CONSTRUCTION SIGNS | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 4 ) 000059 |( 5 ) 000272 |( 6 ) 001094
|PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 652.36 270.000 CD | 150.00000 40500.00| 75.00000 20250.00| 100.00000 27000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0760 652.38 10000.000 MH | 14.00000 140000.00| 12.50000 125000.00| 12.00000 120000.00
FLAGGER | | |
0770 656.75 LUMP| 54750.00000 54750.00| 80000.00000 80000.00| 7000.00000 7000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0780 658.20 50.000 M2 | 20.00000 1000.00| 15.00000 750.00| 15.00000 750.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0790 659.10 LUMP| 258875.00000 258875.00| 240000.00000 240000.00| 317000.00000 317000.00
MOBILIZATION | | |
0800 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 1.50000 4500.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,762,841.40| $ 2,986,962.20| $ 2,988,916.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,762,841.40| $ 2,986,962.20| $ 2,988,916.75
====================================================================================================================================
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.500 HA | 20000.00000 10000.00| |
CLEARING | | |
0020 201.23 68.000 EA | 175.00000 11900.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 75.000 EA | 350.00000 26250.00| |
REMOVING STUMP | | |
0040 202.203 252.000 M2 | 23.00000 5796.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.2001 10750.000 M3 | 13.50000 145125.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.202 9034.000 M | 20.00000 180680.00| |
INSLOPE EXCAVATION | | |
0070 203.2026 549.000 M | 40.00000 21960.00| |
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0080 203.203 8423.000 M | 33.00000 277959.00| |
DITCH EXCAVATION | | |
0090 203.21 230.000 M3 | 100.00000 23000.00| |
ROCK EXCAVATION | | |
0100 204.41 1080.000 M2 | 14.50000 15660.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 304.104 12585.000 M3 | 18.40000 231564.00| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0120 307.32 92226.000 M2 | 3.05000 281289.30| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0130 403.207 14500.000 MG | 34.50000 500250.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 13000.000 MG | 34.50000 448500.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 130.000 MG | 140.00000 18200.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.211 200.000 MG | 65.00000 13000.00| |
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 280.000 L | 5.50000 1540.00| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 411.10 145.000 M3 | 33.00000 4785.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 601.22 74.000 M3 | 155.00000 11470.00| |
GABIONS, PVC COATED | | |
0200 603.16 342.000 M | 125.00000 42750.00| |
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 90.000 M | 285.00000 25650.00| |
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 62.000 M | 126.00000 7812.00| |
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 195.000 M | 285.00000 55575.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 30.000 M | 300.00000 9000.00| |
600 MM CULVERT PIPE OPTION III | | |
0250 603.219 6.100 M | 725.00000 4422.50| |
900 MM CULVERT PIPE OPTION III | | |
0260 603.2591 LUMP| 48540.00000 48540.00| |
LINER FOR 1500 MM CMP CULVERT | | |
0270 603.279 3.600 M | 2570.00000 9252.00| |
1800 MM CULVERT PIPE OPTION III | | |
0280 604.092 7.000 EA | 2275.00000 15925.00| |
CATCH BASIN TYPE B1-C | | |
0290 604.18 2.000 EA | 450.00000 900.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0300 604.246 1.000 EA | 1875.00000 1875.00| |
CATCH BASIN TYPE F5 | | |
0310 605.09 1672.000 M | 72.00000 120384.00| |
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 96.000 M | 72.00000 6912.00| |
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 115.000 M | 150.00000 17250.00| |
300 MM UNDERDRAIN TYPE C | | |
0340 605.12 30.000 M | 175.00000 5250.00| |
375 MM UNDERDRAIN TYPE C | | |
0350 606.17 1348.000 M | 32.00000 43136.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.22 76.200 M | 40.00000 3048.00| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0370 606.265 10.000 EA | 10.00000 100.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 13
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.35 33.000 EA | 10.00000 330.00| |
GUARDRAIL DELINEATOR POST | | |
0390 606.364 353.000 M | 9.00000 3177.00| |
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0400 606.47 30.000 EA | 35.00000 1050.00| |
SINGLE WOOD POST | | |
0410 606.51 31.000 EA | 230.00000 7130.00| |
MULTIPLE MAILBOX SUPPORT | | |
0420 606.752 11.000 EA | 2950.00000 32450.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0430 606.76 11.000 EA | 1125.00000 12375.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 609.31 2078.000 M | 21.00000 43638.00| |
CURB TYPE 3 | | |
0450 609.34 370.000 M | 55.00000 20350.00| |
CURB TYPE 5 | | |
0460 609.35 4.500 M | 210.00000 945.00| |
CURB TYPE 5 - CIRCULAR | | |
0470 610.08 500.000 M3 | 95.00000 47500.00| |
PLAIN RIPRAP | | |
0480 610.18 450.000 M3 | 95.00000 42750.00| |
STONE DITCH PROTECTION | | |
0490 613.319 10655.000 M2 | 1.90000 20244.50| |
TEMPORARY EROSION CONTROL BLANKET | | |
0500 615.07 190.000 M3 | 55.00000 10450.00| |
LOAM | | |
0510 617.381 100.000 M3 | 28.00000 2800.00| |
WOOD WASTE EROSION CONTROL MIX | | |
0520 618.1401 650.000 UN | 13.00000 8450.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0530 619.1201 650.000 UN | 8.00000 5200.00| |
MULCH - PLAN QUANTITY | | |
0540 620.58 3012.000 M2 | 2.50000 7530.00| |
EROSION CONTROL GEOTEXTILE | | |
0550 621.025 3.000 EA | 450.00000 1350.00| |
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0560 621.027 5.000 EA | 500.00000 2500.00| |
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 14
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 621.12 8.000 EA | 500.00000 4000.00| |
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0580 621.552 15.000 EA | 165.00000 2475.00| |
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0590 627.75 69.000 M2 | 21.00000 1449.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0600 627.76 LUMP| 45000.00000 45000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0610 629.05 40.000 MH | 35.00000 1400.00| |
HAND LABOR, STRAIGHT TIME | | |
0620 631.10 20.000 HR | 15.00000 300.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0630 631.11 20.000 HR | 35.00000 700.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0640 631.12 60.000 HR | 125.00000 7500.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0650 631.14 20.000 HR | 85.00000 1700.00| |
GRADER (INCLUDING OPERATOR) | | |
0660 631.172 120.000 HR | 55.00000 6600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0670 631.18 10.000 HR | 75.00000 750.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0680 631.32 20.000 HR | 225.00000 4500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0690 637.071 LUMP| 55000.00000 55000.00| |
DUST CONTROL | | |
0700 639.18 1.000 EA | 3500.00000 3500.00| |
FIELD OFFICE TYPE A | | |
0710 652.31 20.000 EA | 45.00000 900.00| |
TYPE I BARRICADE | | |
0720 652.33 250.000 EA | 75.00000 18750.00| |
DRUM | | |
0730 652.34 200.000 EA | 35.00000 7000.00| |
CONE | | |
0740 652.35 105.000 M2 | 100.00000 10500.00| |
CONSTRUCTION SIGNS | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 15
LOCATION : DURHAM TABULATION OF BIDS
AUBURN
CONTRACT ID : 009186.00
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 652.36 270.000 CD | 350.00000 94500.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0760 652.38 10000.000 MH | 21.00000 210000.00| |
FLAGGER | | |
0770 656.75 LUMP| 45000.00000 45000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0780 658.20 50.000 M2 | 15.00000 750.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0790 659.10 LUMP| 382000.00000 382000.00| |
MOBILIZATION | | |
0800 660.21 3000.000 MH | 1.00000 3000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,824,203.30| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,824,203.30| $ 0.00| $
====================================================================================================================================