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LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 012789.00 COMPLETION DATE : 06/29/07
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PROJECT(S): STP-1118(200)X LOCATION(S): WHITEFIELD, INTERSECTION IMPROVEMENTSSTATE DEPARTMENT OF TRANSPORTATION
STP-1278(900)X PITTSTON-WHITEFIELD, HIGHWAY RESURFACING
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : PITTSTON-WHITEFIELD, HIGHWAY RESURFACING. NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000403 PRATT & SONS, INC. $ 1,146,833.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,342,701.00 117.0790%
3 000855 BRIDGECORP $ 1,467,274.22 127.9414%
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|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000855
|PRATT & SONS, INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PROJECT ITEMS
| | |
0010 201.11 0.320 AC | 20750.00000 6640.00| 12500.00000 4000.00| 22545.82000 7214.66
CLEARING | | |
0020 201.23 10.000 EA | 600.00000 6000.00| 700.00000 7000.00| 653.25000 6532.50
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 9.000 EA | 345.00000 3105.00| 300.00000 2700.00| 436.15000 3925.35
REMOVING STUMP | | |
0040 203.2001 4600.000 CY | 11.00000 50600.00| 30.00000 138000.00| 9.79000 45034.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.21 2300.000 CY | 41.50000 95450.00| 36.00000 82800.00| 46.30000 106490.00
ROCK EXCAVATION | | |
0060 206.07 60.000 CY | 210.00000 12600.00| 130.00000 7800.00| 182.21000 10932.60
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0070 211.21 3880.000 LF | 5.00000 19400.00| 3.00000 11640.00| 4.54000 17615.20
INSLOPE REHABILITATION | | |
0080 211.30 1190.000 LF | 7.00000 8330.00| 8.00000 9520.00| 3.61000 4295.90
DITCH EXCAVATION | | |
0090 211.40 280.000 LF | 12.00000 3360.00| 9.00000 2520.00| 6.81000 1906.80
NEW DITCH EXCAVATION | | |
0100 211.41 325.000 LF | 110.00000 35750.00| 75.00000 24375.00| 90.34000 29360.50
NEW DITCH EXCAVATION - LEDGE | | |
0110 304.104 7300.000 CY | 30.00000 219000.00| 41.75000 304775.00| 22.65000 165345.00
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 012789.00
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|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000855
|PRATT & SONS, INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 310.23 13800.000 SY | 9.85000 135930.00| 11.00000 151800.00| 12.91000 178158.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0130 403.209 160.000 T | 125.00000 20000.00| 140.00000 22400.00| 115.47000 18475.20
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0140 403.210 1260.000 T | 76.00000 95760.00| 82.00000 103320.00| 73.38000 92458.80
HOT MIX ASPHALT 9.5 MM HMA | | |
0150 403.213 1750.000 T | 71.00000 124250.00| 78.00000 136500.00| 67.98000 118965.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0160 409.15 780.000 G | 8.00000 6240.00| 9.00000 7020.00| 14.01000 10927.80
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 70.000 CY | 45.00000 3150.00| 52.00000 3640.00| 43.87000 3070.90
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 504.069 4.000 EA | 80.00000 320.00| 130.00000 520.00| 173.43000 693.72
CONCRETE PIPE TIES | | |
0190 603.16 194.000 LF | 25.00000 4850.00| 46.00000 8924.00| 27.36000 5307.84
15 INCH CULVERT PIPE OPTION I | | |
0200 603.17 66.000 LF | 32.00000 2112.00| 58.00000 3828.00| 38.72000 2555.52
18 INCH CULVERT PIPE OPTION I | | |
0210 603.179 540.000 LF | 75.00000 40500.00| 70.00000 37800.00| 77.35000 41769.00
18 INCH CULVERT PIPE OPTION III | | |
0220 603.19 40.000 LF | 34.00000 1360.00| 62.00000 2480.00| 47.42000 1896.80
24 INCH CULVERT PIPE OPTION I | | |
0230 603.199 51.000 LF | 128.00000 6528.00| 80.00000 4080.00| 92.72000 4728.72
24 INCH CULVERT PIPE OPTION III | | |
0240 603.21 40.000 LF | 105.00000 4200.00| 82.00000 3280.00| 78.86000 3154.40
36 INCH CULVERT PIPE OPTION I | | |
0250 603.215 56.000 LF | 260.00000 14560.00| 100.00000 5600.00| 180.92000 10131.52
36 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0260 604.247 1.000 EA | 2300.00000 2300.00| 1700.00000 1700.00| 2154.42000 2154.42
CATCH BASIN TYPE F5-C | | |
0270 605.09 210.000 LF | 41.00000 8610.00| 25.00000 5250.00| 28.32000 5947.20
6 INCH UNDERDRAIN TYPE B | | |
0280 605.10 40.000 LF | 35.00000 1400.00| 20.00000 800.00| 24.10000 964.00
6 INCH UNDERDRAIN OUTLET | | |
0290 606.47 13.000 EA | 45.00000 585.00| 44.00000 572.00| 86.71000 1127.23
SINGLE WOOD POST | | |
0300 609.31 370.000 LF | 18.00000 6660.00| 18.00000 6660.00| 9.56000 3537.20
CURB TYPE 3 | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 012789.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000855
|PRATT & SONS, INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 610.08 135.000 CY | 65.00000 8775.00| 45.00000 6075.00| 55.62000 7508.70
PLAIN RIPRAP | | |
0320 610.18 120.000 CY | 65.00000 7800.00| 38.00000 4560.00| 36.48000 4377.60
STONE DITCH PROTECTION | | |
0330 613.319 1430.000 SY | 2.50000 3575.00| 2.50000 3575.00| 1.71000 2445.30
EROSION CONTROL BLANKET | | |
0340 615.07 100.000 CY | 49.00000 4900.00| 45.00000 4500.00| 66.57000 6657.00
LOAM | | |
0350 618.1301 4.000 UN | 21.00000 84.00| 20.00000 80.00| 24.82000 99.28
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0360 618.1401 136.000 UN | 16.50000 2244.00| 17.00000 2312.00| 20.16000 2741.76
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 140.000 UN | 11.00000 1540.00| 11.00000 1540.00| 12.41000 1737.40
MULCH - PLAN QUANTITY | | |
0380 620.56 10.000 SY | 2.50000 25.00| 7.00000 70.00| 5.78000 57.80
DRAINAGE GEOTEXTILE | | |
0390 620.58 620.000 SY | 2.50000 1550.00| 2.50000 1550.00| 4.27000 2647.40
EROSION CONTROL GEOTEXTILE | | |
0400 627.76 LUMP | 5000.00000 5000.00| 9000.00000 9000.00| 5202.88000 5202.88
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0410 629.05 60.000 HR | 51.50000 3090.00| 46.00000 2760.00| 52.03000 3121.80
HAND LABOR, STRAIGHT TIME | | |
0420 631.111 25.000 HR | 170.00000 4250.00| 200.00000 5000.00| 202.33000 5058.25
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0430 631.12 50.000 HR | 130.00000 6500.00| 140.00000 7000.00| 156.09000 7804.50
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0440 631.172 100.000 HR | 75.00000 7500.00| 65.00000 6500.00| 75.15000 7515.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.18 50.000 HR | 55.00000 2750.00| 70.00000 3500.00| 86.71000 4335.50
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0460 631.20 5.000 HR | 140.00000 700.00| 275.00000 1375.00| 289.05000 1445.25
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0470 639.19 1.000 EA | 10000.00000 10000.00| 7000.00000 7000.00| 19389.40000 19389.40
FIELD OFFICE TYPE B | | |
0480 652.39 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| 176461.20000 176461.20
WORK ZONE TRAFFIC CONTROL | | |
0490 656.75 LUMP | 6000.00000 6000.00| 25000.00000 25000.00| 41199.42000 41199.42
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0500 659.10 LUMP | 119000.00000 119000.00| 130000.00000 130000.00| 262793.00000 262793.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,146,833.00| $ 1,342,701.00| $ 1,467,274.22
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CONTRACT TOTALS | $ 1,146,833.00| $ 1,342,701.00| $ 1,467,274.22
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