COLORADO DEPARTMENT OF TRANSPORTATION Page 1 … · 0076 rem sign panel mcr line item 41 7.000...
Transcript of COLORADO DEPARTMENT OF TRANSPORTATION Page 1 … · 0076 rem sign panel mcr line item 41 7.000...
COLORADO DEPARTMENT OF TRANSPORTATION Page 1
ESTIMATE RUN 10/31/2001
ESTIMATE SUMMARY 15:12:32
CONTID: C11588 ESTIMATE NO: 0021 PROG 1994
PCN: 11588-BID COFRS REPORTING CATEGORY: 4
CONTRACT DESCRIPTION: TIME CHARGED: DAYS
SH 52 INTERCHANGE PERCENT TIME:
PROJECT NO: IM 0253-142
SH52 INTERCHANGE
NAME OF ROAD:
PROJECT COUNTIES: WELD, REGION 4
CONTRACTOR:
CENTRIC-JONES, LLC PAY PERIOD ENDING 06/16/2001 DATE TIME STARTED 12/07/1999
5490 W. 13TH AVE. DATE LET 10/14/1999 DATE WORK BEGAN 12/07/1999
DATE AWARDED 11/10/1999 DATE TIME STOPPED 06/15/2001
DATE CONTRACT EXECUTED 11/10/1999 DATE ACCEPTED 06/15/2001
LAKEWOOD CO80214 303-233-8440 DATE NOTICE TO PROCEED 12/07/1999
CURRENT TOTAL THIS ESTIMATE
CURRENT PROJECT AMT: 13,167,696.70 PARTICIPATING $ $ 0.00
AWARD PROJECT AMT: 12,347,190.90 NON-PARTICIPATING 13,405.89
PERCENT COMPLETE: TOTAL EARNINGS
FUNDS AVAILABLE: STOCKPILED MATERIALS0.00
GROSS EARNINGS
TOTAL CLAIMS: 0.00 RETAINAGE 155,207.00
SECURITIES ENCUMBERED -155,207.00
NET EARNINGS
LIQUIDATED DAMAGES 0.00
SPEC YR:
FACS REF NO:
93.38
WORK DAYS
WORK DAYS
99.62%
50,478.50
13,405.89
13,405.89
13,405.89
$
$
$
$
45,769.10
13,071,449.10
13,117,218.20
0.00
13,117,218.20
-30,000.86
30,000.86
13,117,218.20
0.00
AMOUNT DUE 13,117,218.20 13,405.89
OTHER ADJUSTMENTS 0.00 0.00
PAYMENT DUE $ 13,405.89
APPROVED FOR PAYMENT BY
PROJECT COMMENT:
ESTIMATE COMMENT:
AUTOPAY ADJUSTMENT 0.00 0.00
359.5 TIME ALLOW: 385
ORIG TIME ALLOW: 370
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 2
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0005 *REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1.000
0.000
202-00000
1.000
L S
71,400.00000 71,400.001.000
0.00
0010 *REMOVAL OF STRUCTURE 19.000
0.000
202-00001
19.000
EACH
730.32000 13,876.0819.000
0.00
0015 *REMOVAL OF TREE 25.000
0.000
202-00010
25.000
EACH
306.00000 7,650.0025.000
0.00
0020 *REMOVAL OF PIPE 454.400
0.000
202-00035
454.400
M
39.78000 18,076.03454.400
0.00
0025 REMOVAL OF BARRICADE 1.000
0.000
202-00070
1.000
EACH
327.60000 327.601.000
0.00
0030 REMOVAL OF DELINEATOR 197.000
0.000
202-00090
197.000
EACH
9.84000 1,938.48197.000
0.00
0035 *REMOVAL OF GUTTER 30.000
0.000
202-00202
30.000
M
15.30000 459.0030.000
0.00
0040 *REMOVAL OF CURB AND GUTTER 152.000
9.100
202-00203
161.100
M
15.30000 2,464.83161.100
139.23
0045 *REMOVAL OF CONCRETE PAVEMENT 32.100
0.000
202-00210
32.100
M2
30.60000 982.2632.100
0.00
0050 *REMOVAL OF ASPHALT MAT 57,053.170
0.000
202-00220
59,074.300
M2
2.55000 145,485.5857,053.170
0.00
0055 *REMOVAL OF ASPHALT MAT (PLANING) 0.000
0.000
202-00240
0.000
M2
2.89000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 3
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0060 *REMOVAL OF ASPHALT MAT (PLANING) (SPECIAL) 11,361.000
0.000
202-00246
11,361.000
M2
3.68000 41,808.4811,361.000
0.00
0065 *REMOVAL OF PAVEMENT MARKING 1,880.000
0.000
202-00250
1,880.000
M2
16.52000 31,057.601,880.000
0.00
0070 *REMOVAL OF EXISTING LIGHTING SYSTEM 1.000
0.000
202-00725
1.000
L S
2,040.00000 2,040.001.000
0.00
0075 REMOVAL OF GROUND SIGN 84.000
1.000
202-00810
85.000
EACH
65.58000 5,574.3085.000
65.58
0076 REM SIGN PANEL MCR LINE ITEM 41 7.000
0.000
202-00821
7.000
EACH
385.00000 2,695.007.000
0.00
0080 *REMOVAL OF FENCE 4,166.000
0.000
202-01000
4,166.000
M
0.92000 3,832.724,166.000
0.00
0085 *REMOVAL OF GUARDRAIL TYPE 3 164.000
0.000
202-01130
164.000
M
9.59000 1,572.76164.000
0.00
0086 REM GDRAIL TY 5 MCR LINE ITEM 29 107.000
0.000
202-01150
107.000
M
15.55000 1,663.85107.000
0.00
0090 *REMOVAL OF END ANCHORAGE 2.000
0.000
202-01300
2.000
EACH
158.10000 316.202.000
0.00
0095 *PLUG CULVERT 10.000
0.000
202-04001
10.000
EACH
987.36000 9,873.6010.000
0.00
0100 *SANDBLASTING 966.300
0.000
202-05150
966.300
M2
6.59000 6,367.92966.300
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 4
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0105 *EMBANKMENT MATERIAL (COMPLETE IN PLACE) CMO 3 251,176.000
0.000
203-00060
251,176.000
M3
6.53000 1,640,179.28251,176.000
0.00
0106 EMB MATL (CIP) MCR LINE ITEM 31 ADDITIONAL EMBA NKMENT 4,825.000
0.000
203-00060
4,825.000
M3
1.65000 7,961.254,825.000
0.00
0110 *MUCK EXCAVATION CMO 3 5,102.210
0.000
203-00100
5,102.210
M3
7.14000 36,429.785,102.210
0.00
0115 *CLAY PLATING (COMPLETE IN PLACE) 7,725.000
0.000
203-00710
7,725.000
M3
15.10000 116,647.507,725.000
0.00
0120 *DOZING (LANDSCAPING) 33.000
0.000
203-01555
33.000
HOUR
102.00000 3,366.0033.000
0.00
0125 *POTHOLING 109.000
0.000
203-01597
109.000
HOUR
185.64000 20,234.76109.000
0.00
0130 *STRUCTURE EXCAVATION 1,149.000
0.000
206-00000
1,149.000
M3
5.61000 6,445.891,149.000
0.00
0131 STR BKFL (CL 1) LINE 100.8 MCR 300.000
0.000
206-00100
300.000
M3
18.36000 5,508.00300.000
0.00
0135 *STRUCTURE BACKFILL (FLOW-FILL) 1,610.000
0.000
206-00065
1,651.400
M3
71.40000 114,954.001,610.000
0.00
0140 *TOPSOIL 29,174.600
0.000
207-00205
29,174.600
M3
10.20000 297,580.9229,174.600
0.00
0145 *EROSION BALES (WEED FREE) 237.000
0.000
208-00011
237.000
EACH
15.30000 3,626.10237.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 5
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0150 *SILT FENCE 0.000
0.000
208-00020
0.000
M
5.10000 0.000.000
0.00
0155 EROSION CONTROL SUPERVISOR 1.000
0.000
208-00200
1.000
L S
5,520.90000 5,520.901.000
0.00
0160 *RESET LIGHT STANDARD 18.000
0.000
210-00750
18.000
EACH
1,224.00000 22,032.0018.000
0.00
0165 RESET GROUND SIGN 17.000
0.000
210-00810
17.000
EACH
140.70000 2,391.9017.000
0.00
0166 RES SIGN PANEL MCR LINE ITEM 42 7.000
0.000
210-00815
7.000
EACH
385.00000 2,695.007.000
0.00
0170 *ADJUST MANHOLE 6.000
0.000
210-04010
6.000
EACH
612.00000 3,672.006.000
0.00
0175 *MODIFY MANHOLE 1.000
0.000
210-04015
1.000
EACH
679.32000 679.321.000
0.00
0180 *MODIFY INLET 3.000
0.000
210-04020
3.000
EACH
1,234.20000 3,702.603.000
0.00
0185 *SEEDING (NATIVE) 29.200
4.040
212-00006
33.240
HA
1,127.10000 37,464.8033.240
4,553.48
0190 *MULCHING (WEED FREE) 29.200
3.720
213-00003
32.920
HA
596.70000 19,643.3632.920
2,219.72
0195 *MULCH TACKIFIER 4,752.000
677.000
213-00061
5,429.000
KG
3.62000 19,652.985,429.000
2,450.74
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 6
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0200 *SOIL RETENTION BLANKET (JUTE) 6,271.000
0.000
216-00025
6,271.000
M2
1.22000 7,650.626,271.000
0.00
0205 *SOIL RETENTION BLANKET (SPECIAL) 5,925.800
0.000
216-00030
5,925.800
M2
1.31000 7,762.805,925.800
0.00
0210 *MONITORING TECHNICIAN 8.250
0.000
250-00050
8.250
HOUR
45.03000 371.508.250
0.00
0215 *HEALTH AND SAFETY OFFICER 21.000
0.000
250-00110
21.000
HOUR
81.35000 1,708.3521.000
0.00
0216 ENVIR HEALTH/SAFETY MNGMT MCR LINE ITEM 2 1.000
0.000
250-00010
1.000
L S
4,113.42000 4,113.421.000
0.00
0220 *MATERIAL SAMPLING AND DELIVERY 21.000
0.000
250-00120
21.000
EACH
98.86000 2,076.0621.000
0.00
0221 F/A CONTAMINATED SOIL TESTING OF SOILS LINE ITE M 7 2,171.060
0.000
700-70037
2,171.060
F A
1.00000 2,171.062,171.060
0.00
0225 *MATERIAL HANDLING (STOCKPILE) 32.000
0.000
250-00200
32.000
M3
15.30000 489.6032.000
0.00
0230 *SOLID WASTE DISPOSAL 0.000
0.000
250-00210
0.000
M3
40.80000 0.000.000
0.00
0235 *AGGREGATE BASE COURSE (CLASS 3) (SPECIAL) 4,372.290
-109.590
304-03006
4,201.310
T
12.65000 53,923.164,262.700
-1,386.31
0240 *AGGREGATE BASE COURSE (CLASS 6) CMO 3 51,342.030
-170.570
304-06000
49,106.100
T
12.20000 624,291.8151,171.460
-2,080.95
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 7
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0245 *HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) 266.980
-2.320
403-00720
264.660
T
117.30000 31,044.62264.660
-272.14
0250 *HOT BITUMINOUS PAVEMENT (GRADING S)(ASPHALT) ( 96)(PG 64-22)
16,792.040
-0.370
403-34354
16,791.670
T
34.27000 575,450.5316,791.670
-12.68
0255 *HOT BITUMINOUS PAVEMENT (GRADING S)(ASPHALT) ( 109)(PG76-28
3,176.640
0.000
403-35345
3,176.640
T
47.63000 151,303.363,176.640
0.00
0260 *HOT BITUMINOUS PAVEMENT (GRADING S)(ASPHALT) ( 109)(PG64-22
13,976.120
-1.390
403-35354
13,974.730
T
34.27000 478,914.0013,974.730
-47.64
0265 *CONCRETE PAVEMENT (150 MM) 0.000
0.000
412-00600
0.000
M2
42.63000 0.000.000
0.00
0270 *CONCRETE PAVEMENT (200 MM) 21,314.600
0.000
412-00800
21,341.400
M2
30.09000 641,356.3121,314.600
0.00
0271 CONC PVMT (200 MM) (FAST TRACK) MCR LINE ITEM 3 2 22.700
0.000
412-00805
22.700
M2
53.00000 1,203.1022.700
0.00
0275 *CONCRETE PAVEMENT (220 MM) 8,124.900
0.000
412-00875
8,124.900
M2
35.70000 290,058.938,124.900
0.00
0280 *CONCRETE PAVEMENT (230 MM) CMO 5 9,770.700
718.500
412-00905
10,489.200
M2
36.72000 385,163.4210,489.200
26,383.32
0281 CONC PVMT (225 MM) (FAST TRACK) MCR LINE ITEM 3 3, 230 MM
90.000
0.000
412-00920
90.000
M2
60.50000 5,445.0090.000
0.00
0282 CONC PVMT (230 MM) CMO #5 CONCRETE REMOVED FROM PAYMENT
0.000
-718.500
412-00905
0.000
M2
36.72000 -26,383.32-718.500
-26,383.32
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 8
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0285 *GEOTEXTILE (EROSION CONTROL) (CLASS B) 1,354.600
0.000
420-00101
1,354.600
M2
1.28000 1,733.891,354.600
0.00
0290 *GEOTEXTILE (DRAINAGE) (CLASS A) 944.100
0.000
420-00110
944.100
M2
1.68000 1,586.09944.100
0.00
0295 *GEOTEXTILE (SEPARATOR) (CLASS A) CMO 3 20,221.700
0.000
420-00130
20,221.700
M2
1.53000 30,939.2020,221.700
0.00
0296 GEOTEXTILE (SEPARATOR) (CL A) MCR LINE ITEM 6 A DD. FORE.FR.RD.
8,400.000
0.000
420-00130
8,400.000
M2
0.75000 6,300.008,400.000
0.00
0300 *DRILLED CAISSON (1200 MM) 10.000
0.000
503-00048
10.000
M
419.29000 4,192.9010.000
0.00
0305 DRILLING AND LOGGING BORES 462.000
0.000
503-00400
462.000
M
60.42000 27,914.04462.000
0.00
0310 *RIPRAP (150 MM) 302.500
0.000
506-00206
302.500
M3
62.22000 18,821.55302.500
0.00
0315 *RIPRAP (225 MM) 382.800
0.000
506-00209
382.800
M3
62.22000 23,817.82382.800
0.00
0320 CONCRETE CLASS B 21.010
0.000
601-01000
21.010
M3
602.81000 12,665.0421.010
0.00
0325 CONCRETE CLASS D (BOX CULVERT) 203.100
-0.100
601-03030
203.000
M3
297.94000 60,481.82203.000
-29.79
0330 *REINFORCING STEEL 21,492.000
0.000
602-00000
21,492.000
KG
0.90000 19,342.8021,492.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 9
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0335 *300 MM REINFORCED CONCRETE PIPE 5.000
0.000
603-01120
5.000
M
141.78000 708.905.000
0.00
0340 *450 MM REINFORCED CONCRETE PIPE 392.400
-0.400
603-01180
392.000
M
113.22000 44,382.24392.000
-45.29
0340 MATERIAL ALLOWANCE 603B REINFORCED CONCRETE PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0340 MATERIAL ALLOWANCE 603B REINFORCED CONCRETE PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0345 *600 MM REINFORCED CONCRETE PIPE 135.600
0.000
603-01240
135.600
M
122.40000 16,597.44135.600
0.00
0350 *750 MM REINFORCED CONCRETE PIPE 48.900
0.000
603-01300
48.900
M
148.92000 7,282.1948.900
0.00
0355 *900 MM REINFORCED CONCRETE PIPE 7.500
0.500
603-01360
8.000
M
178.50000 1,428.008.000
89.25
0360 *1200 MM REINFORCED CONCRETE PIPE 234.000
0.000
603-01480
234.000
M
274.38000 64,204.92234.000
0.00
0360 MATERIAL ALLOWANCE 603A REINFORCED CONCRETE PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0360 MATERIAL ALLOWANCE 603A REINFORCED CONCRETE PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0365 *1535X975 MM REINFORCED CONCRETE PIPE ELLIPTICA L 207.000
0.000
603-02480
207.000
M
375.36000 77,699.52207.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 10
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0369 300 MM RCES MCR LINE ITEM 40 1.000
0.000
603-05012
1.000
EACH
416.19000 416.191.000
0.00
0370 *450 MM REINFORCED CONCRETE END SECTION 15.000
0.000
603-05018
15.000
EACH
586.50000 8,797.5015.000
0.00
0370 MATERIAL ALLOWANCE 603J END SECTIONS 0.000
0.000DOL
1.00000 0.000.000
0.00
0370 MATERIAL ALLOWANCE 603J END SECTIONS 0.000
0.000DOL
1.00000 0.000.000
0.00
0375 *600 MM REINFORCED CONCRETE END SECTION 5.000
0.000
603-05024
5.000
EACH
647.70000 3,238.505.000
0.00
0380 *750 MM REINFORCED CONCRETE END SECTION 1.000
0.000
603-05030
1.000
EACH
752.76000 752.761.000
0.00
0385 *900 MM REINFORCED CONCRETE END SECTION 0.000
0.000
603-05036
0.000
EACH
857.82000 0.000.000
0.00
0390 *1200 MM REINFORCED CONCRETE END SECTION 0.000
0.000
603-05048
0.000
EACH
1,067.94000 0.000.000
0.00
0395 *1535X975 MM REINFORCED CONCRETE END SECTION ELLIPTICAL
2.000
0.000
603-05148
2.000
EACH
1,851.30000 3,702.602.000
0.00
0395 MATERIAL ALLOWANCE 603I END SECTIONS 0.000
0.000DOL
1.00000 0.000.000
0.00
0398 300 MM CSP TEMP.DRAINAGE, MCR LINE 21 31.000
0.000
603-10120
31.000
M
87.23000 2,704.1331.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 11
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0399 300 MM CSP MCR LINE ITEM 20 3.000
0.000
603-10120
3.000
M
99.00000 297.003.000
0.00
0400 *450 MM CORRUGATED STEEL PIPE 63.000
0.000
603-10180
63.000
M
82.62000 5,205.0663.000
0.00
0400 MATERIAL ALLOWANCE 603E CORRUGATED STEEL PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0401 450 MM CSP TEMP.DRAINAGE, MCR LINE 22 122.000
0.000
603-10180
122.000
M
57.82000 7,054.04122.000
0.00
0405 *INLET TYPE C (2 M) 2.000
0.000
604-00305
2.000
EACH
2,273.58000 4,547.162.000
0.00
0410 *INLET TYPE D (2 M) 1.000
0.000
604-00505
1.000
EACH
3,704.64000 3,704.641.000
0.00
0415 *INLET TYPE 13 (2 M) 1.000
0.000
604-13005
1.000
EACH
2,350.08000 2,350.081.000
0.00
0420 *INLET TYPE 13 (4 M) 1.000
0.000
604-13010
1.000
EACH
2,780.52000 2,780.521.000
0.00
0425 *INLET TYPE R L 3 (2 M) 9.000
0.000
604-19205
9.000
EACH
3,704.64000 33,341.769.000
0.00
0426 INLET TY R L3 (4 M) MCR LINE ITEM 25 2.000
0.000
604-19210
2.000
EACH
5,100.00000 10,200.002.000
0.00
0430 *MANHOLE BOX BASE (2 M ) 1.000
0.000
604-31005
1.000
EACH
7,893.78000 7,893.781.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 12
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0435 *150 MM PERFORATED PIPE UNDERDRAIN 1,809.000
0.000
605-00060
1,809.000
M
17.23000 31,169.071,809.000
0.00
0440 *GUARDRAIL TYPE 3 (1905 MM POST SPACING) 236.000
0.000
606-00301
236.000
M
41.41000 9,772.76236.000
0.00
0445 *GUARDRAIL TYPE 3 (3810 MM POST SPACING) 0.000
0.000
606-00302
0.000
M
35.96000 0.000.000
0.00
0450 GUARDRAIL TYPE 7 (STYLE CA) 0.000
0.000
606-00710
0.000
M
115.60000 0.000.000
0.00
0455 *END ANCHORAGE TYPE 3D 1.000
0.000
606-01340
1.000
EACH
392.70000 392.701.000
0.00
0460 *END ANCHORAGE TYPE 3G 2.000
0.000
606-01370
2.000
EACH
918.00000 1,836.002.000
0.00
0465 *END ANCHORAGE (SLOTTED RAIL TERMINAL) 3.000
0.000
606-02001
3.000
EACH
1,407.60000 4,222.803.000
0.00
0470 *END ANCHORAGE (NONFLARED) 2.000
0.000
606-02003
2.000
EACH
1,632.00000 3,264.002.000
0.00
0475 *END POST 31.000
0.000
607-00005
31.000
EACH
91.80000 2,845.8031.000
0.00
0480 *CORNER AND LINE BRACE POST 41.000
0.000
607-00010
41.000
EACH
107.10000 4,391.1041.000
0.00
0485 *FENCE BARBED WIRE WITH METAL POSTS 6,319.000
0.000
607-01000
6,319.000
M
2.81000 17,756.396,319.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 13
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0490 *END POST (CHAIN LINK) 4.000
0.000
607-52905
4.000
EACH
137.70000 550.804.000
0.00
0495 *CORNER AND LINE BRACE POST (CHAIN LINK) 5.000
0.000
607-52910
5.000
EACH
168.30000 841.505.000
0.00
0500 *FENCE CHAIN LINK (1800 MM) 274.000
0.000
607-53172
274.000
M
27.03000 7,406.22274.000
0.00
0505 *6 METER GATE 7.000
1.000
607-60120
8.000
EACH
153.00000 1,224.008.000
153.00
0510 *6 METER GATE DOUBLE (CHAIN LINK) 2.000
0.000
607-60270
2.000
EACH
510.00000 1,020.002.000
0.00
0515 *CONCRETE SIDEWALK 1,805.900
0.000
608-00000
1,805.900
M2
29.07000 52,497.511,805.900
0.00
0520 *CONCRETE CURB RAMP 220.600
0.000
608-00010
220.600
M2
68.34000 15,075.80220.600
0.00
0525 *CURB TYPE 2 (SECTION B) (SPECIAL) 91.000
0.000
609-20000
91.000
M
183.60000 16,707.6091.000
0.00
0530 *CURB AND GUTTER TYPE 2 (SECTION I-B) 2,005.000
-77.900
609-21010
1,927.100
M
33.66000 64,866.191,927.100
-2,622.11
0535 *CURB AND GUTTER TYPE 2 (SECTION II-B) 1,991.500
75.000
609-21020
2,066.500
M
39.78000 82,205.372,066.500
2,983.50
0540 *MEDIAN COVER MATERIAL (PATTERNED CONCRETE) 2,963.600
0.000
610-00020
2,963.600
M2
41.82000 123,937.752,963.600
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 14
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0541 ADDED ITEM (CUBIC METER)/ MCR LINE ITEM 49 FURNISH MEDIAN COVER CONCRETE
0.000
5.050
900-00015
5.050
M3
133.10000 672.165.050
672.16
0545 DELINEATOR (TYPE I) 269.000
0.000
612-00001
269.000
EACH
13.61000 3,661.09269.000
0.00
0550 DELINEATOR (TYPE II) 126.000
0.000
612-00002
126.000
EACH
14.39000 1,813.14126.000
0.00
0555 DELINEATOR (TYPE III) 48.000
0.000
612-00003
48.000
EACH
14.96000 718.0848.000
0.00
0560 *50 MM ELECTRICAL CONDUIT (PLASTIC) 5,518.000
0.000
613-01200
5,518.000
M
22.40000 123,603.205,518.000
0.00
0565 *75 MM ELECTRICAL CONDUIT (PLASTIC) 897.500
0.000
613-01300
897.500
M
45.90000 41,195.25897.500
0.00
0566 75 MM ELEC COND (JACKED) MCR LINE ITEM 9 FOR LI GHTING 105.000
0.000
613-00301
105.000
M
50.52000 5,304.60105.000
0.00
0567 PULL BOX (SPEC) MCR LINE ITEM 10 FOR LIGHTING 4.000
0.000
613-07000
4.000
EACH
82.50000 330.004.000
0.00
0568 ADDED ITEM (METER)/ MCR LINE ITEM 11, FOR LIGHTING 884.000
0.000
900-00012
884.000
M
1.57000 1,387.88884.000
0.00
0569 ADDED ITEM (METER)/ MCR LINE ITEM 12,TRENCHING FOR LIGHTING
0.000
0.000
900-00012
0.000
M
10.83000 0.000.000
0.00
0570 *WIRING 1.000
0.000
613-10000
1.000
L S
1,530.00000 1,530.001.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 15
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0575 *LIGHT STANDARD STEEL (12.2 METER) 8.000
0.000
613-32400
8.000
EACH
2,550.00000 20,400.008.000
0.00
0580 *CONCRETE FOUNDATION PAD 26.000
0.000
613-40000
26.000
EACH
612.00000 15,912.0026.000
0.00
0585 *LIGHT STANDARD (TEMPORARY) 3.000
0.000
613-50410
3.000
EACH
2,550.00000 7,650.003.000
0.00
0590 *LUMINAIRE HIGH PRESSURE SODIUM (400 WATT) 22.000
0.000
613-70400
22.000
EACH
306.00000 6,732.0022.000
0.00
0595 *LUMINAIRE HIGH PRESSURE SODIUM (WALL TYPE) (25 0 WATT) 4.000
0.000
613-72250
4.000
EACH
2,040.00000 8,160.004.000
0.00
0600 SIGN PANEL (CLASS I) 23.190
0.560
614-00011
23.750
M2
244.45000 5,805.6923.750
136.89
0601 FURN SIGN PANEL (CL I) MCR LINE ITEM 46 0.000
5.140
614-00021
5.140
M2
129.95000 667.945.140
667.94
0605 SIGN PANEL (CLASS II) 54.760
4.280
614-00012
59.040
M2
260.74000 15,394.0959.040
1,115.97
0606 FURN SIGN PANEL (CL II) MCR LINE ITEM 34 1.000
1.080
614-00022
2.080
M2
168.02000 349.482.080
181.46
0610 SIGN PANEL (CLASS III) 138.900
14.800
614-00013
153.700
M2
200.80000 30,862.96153.700
2,971.84
0615 TIMBER SIGN POST 140X140 MM 0.000
0.000
614-00066
0.000
M
27.01000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 16
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0620 STEEL SIGN POST (W 150X18) 32.000
0.000
614-00612
32.000
M
72.40000 2,316.8032.000
0.00
0625 STEEL SIGN POST (W 150X22) 61.000
0.000
614-00615
61.000
M
78.78000 4,805.5861.000
0.00
0630 STEEL SIGN POST (W 200X27) 45.000
0.000
614-00818
45.000
M
79.01000 3,555.4545.000
0.00
0635 STEEL SIGN POST (W 200X31) 30.000
0.000
614-00821
30.000
M
89.30000 2,679.0030.000
0.00
0640 STEEL SIGN POST (W 250X33) 24.800
0.200
614-01022
25.000
M
87.55000 2,188.7525.000
17.51
0645 STEEL SIGN POST (50 MM ROUND) 108.050
0.000
614-01502
108.050
M
41.64000 4,499.20108.050
0.00
0650 STEEL SIGN POST (65 MM ROUND) (SLIPBASE) 249.500
0.000
614-01552
249.500
M
72.15000 18,001.43249.500
0.00
0655 CONCRETE FOOTING (TYPE 1) 6.000
0.000
614-03001
6.000
EACH
527.45000 3,164.706.000
0.00
0660 CONCRETE FOOTING (TYPE 2) 6.000
0.000
614-03002
6.000
EACH
603.93000 3,623.586.000
0.00
0661 CONC FOOTING (TY 2) MCR LINE ITEM 43 MULTIDIREC TIONAL 2.000
0.000
614-03002
2.000
EACH
1,291.00000 2,582.002.000
0.00
0665 CONCRETE FOOTING (TYPE 3) 8.000
0.000
614-03003
8.000
EACH
685.52000 5,484.168.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 17
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0670 CONCRETE FOOTING (TYPE 4) 4.000
0.000
614-03004
4.000
EACH
760.46000 3,041.844.000
0.00
0675 CONCRETE FOOTING (TYPE 5) 2.000
0.000
614-03005
2.000
EACH
978.08000 1,956.162.000
0.00
0677 CONC FOOTING (TY 4) MCR LINE ITEM44 MULTIDIRECT IONAL 2.000
0.000
614-03004
2.000
EACH
1,850.00000 3,700.002.000
0.00
0680 MASK SIGN LEGEND 0.000
0.000
614-07000
0.000
EACH
280.35000 0.000.000
0.00
0685 *VARIABLE MESSAGE SIGN 1.000
0.000
614-10120
1.000
EACH
103,914.30000 103,914.301.000
0.00
0690 *CANTILEVER STRUCTURE (9 TO LESS THAN 11 METER FRAME) 1.000
0.000
614-60300
1.000
EACH
22,840.65000 22,840.651.000
0.00
0695 *PEDESTRIAN SIGNAL FACE (400) 24.000
0.000
614-70117
24.000
EACH
918.00000 22,032.0024.000
0.00
0695 MATERIAL ALLOWANCE 614J PEDESTRAIN SIGNAL FACE 0.000
0.000DOL
1.00000 0.000.000
0.00
0700 *TRAFFIC SIGNAL FACE (300-300-300) 49.000
0.000
614-70336
49.000
EACH
969.00000 47,481.0049.000
0.00
0700 MATERIAL ALLOWANCE 614E SIGNAL FACES 0.000
0.000DOL
1.00000 0.000.000
0.00
0700 MATERIAL ALLOWANCE 614E SIGNAL FACES 0.000
0.000DOL
1.00000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 18
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0705 *TRAFFIC SIGNAL FACE (300-300-300-300-300) 9.000
0.000
614-70560
9.000
EACH
2,244.00000 20,196.009.000
0.00
0705 MATERIAL ALLOWANCE 614E SIGNAL FACES 0.000
0.000DOL
1.00000 0.000.000
0.00
0705 MATERIAL ALLOWANCE 614E SIGNAL FACES 0.000
0.000DOL
1.00000 0.000.000
0.00
0710 *FIRE PREEMPTION UNIT AND TIMER 6.000
0.000
614-72866
6.000
EACH
3,570.00000 21,420.006.000
0.00
0710 MATERIAL ALLOWANCE 614E SIGNAL FACES 0.000
0.000DOL
1.00000 0.000.000
0.00
0715 *LOOP DETECTOR WIRE 118.000
0.000
614-72875
118.000
M
30.60000 3,610.80118.000
0.00
0720 *TRAFFIC SIGNAL VEHICLE DETECTOR AMPLIFIER (LOO P TYPE) 28.000
0.000
614-72876
28.000
EACH
510.00000 14,280.0028.000
0.00
0720 MATERIAL ALLOWANCE 614H LOOP DETECTOR AMPLIFIERS 0.000
0.000DOL
1.00000 0.000.000
0.00
0725 *INTERSECTION DETECTION SYSTEM (CAMERA) 4.000
0.000
614-72886
4.000
EACH
23,460.00000 93,840.004.000
0.00
0725 MATERIAL ALLOWANCE 614J PEDESTRAIN SIGNAL FACE 0.000
0.000DOL
1.00000 0.000.000
0.00
0730 *TRAFFIC SIGNAL VEHICLE DETECTOR (MICRO TYPE) (NON-INVASIVE)
98.000
0.000
614-72889
98.000
EACH
510.00000 49,980.0098.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 19
PCN: 11588-BID ESTIMATE RUN
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIODCUMULATIVE
AMOUNT
CAT NO0200 ROADWAY
0730 MATERIAL ALLOWANCE 614H LOOP DETECTOR AMPLIFIERS 0.000
0.000DOL
1.00000 0.000.000
0.00
0735 *TRAFFIC SIGNAL-LIGHT POLE STEEL (1 MAST ARM) C MO 4 0.000
0.000
614-81010
0.000
EACH
10,200.00000 0.000.000
0.00
0736 SIG-LIGHT POLE STEEL (1) CMO #4 9.1M MASTARM 2.000
0.000
614-81010
2.000
EACH
19,078.40000 38,156.802.000
0.00
0737 SIG-LIGHT POLE STEEL (1) CMO #4 12.2 M MASTARM 7.000
0.000
614-81010
9.000
EACH
20,576.60000 144,036.207.000
0.00
0738 SIG-LIGHT POLE STEEL (1) CMO #4 15.2 M MASTARM 4.000
0.000
614-81010
4.000
EACH
24,772.00000 99,088.004.000
0.00
0739 SIG-LIGHT POLE STEEL (1) CMO #4 19.6 M MASTARM 1.000
0.000
614-81010
1.000
EACH
27,769.50000 27,769.501.000
0.00
0740 *TRAFFIC SIGNAL PEDESTAL POLE STEEL 2.000
0.000
614-84000
2.000
EACH
1,224.00000 2,448.002.000
0.00
0745 *TRAFFIC SIGNAL CONTROLLER (MASTER) 1.000
0.000
614-86000
1.000
EACH
20,400.00000 20,400.001.000
0.00
0745 MATERIAL ALLOWANCE 614F TRAFFIC SIGNAL CONTROLLERS 0.000
0.000DOL
1.00000 0.000.000
0.00
0750 *TRAFFIC SIGNAL CONTROLLER (TYPE 170) 3.000
0.000
614-86240
3.000
EACH
16,320.00000 48,960.003.000
0.00
0750 MATERIAL ALLOWANCE 614F TRAFFIC SIGNAL CONTROLLERS 0.000
0.000DOL
1.00000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 20
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0755 DEICING SYSTEM 1.000
0.000
614-86755
1.000
L S
147,290.85000 147,290.851.000
0.00
0755 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
0755 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
0755 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
0755 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
0760 *DN600 WELDED STEEL PIPE 51.000
0.000
619-10240
51.000
M
371.28000 18,935.2851.000
0.00
0760 MATERIAL ALLOWANCE 619C WELDED STEEL PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0760 MATERIAL ALLOWANCE 619C WELDED STEEL PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0760 MATERIAL ALLOWANCE 619C WELDED STEEL PIPE 0.000
0.000DOL
1.00000 0.000.000
0.00
0765 *SAND STORAGE FACILITY 1.000
0.000
620-00035
1.000
L S
212,021.25000 212,021.251.000
0.00
0770 *DETOUR PAVEMENT 8,169.400
0.000
621-00450
8,169.400
M2
24.99000 204,153.318,169.400
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 21
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0775 CONSTRUCTION SURVEYING 0.850
0.020
625-00000
0.870
L S
119,416.50000 103,892.360.870
2,388.33
0776 CONST SURVEYING (HOUR) AS PER 105.08(A) MCR 39.000
0.000
625-00001
39.000
HOUR
100.00000 3,900.0039.000
0.00
0780 *MOBILIZATION 0.870
0.000
626-00000
0.870
L S
855,669.94000 744,432.850.870
0.00
0785 PUBLIC INFORMATION SERVICES 1.000
0.000
626-01000
1.000
L S
8,281.35000 8,281.351.000
0.00
0790 *PAVEMENT MARKING PAINT 896.000
0.000
627-00001
896.000
L
7.65000 6,854.40896.000
0.00
0791 100 MM PVMT MKG TAPE (REM) TEMPORARY MCR LINE I TEM 38 39.000
0.000
627-00025
39.000
M
5.10000 198.9039.000
0.00
0795 *EPOXY PAVEMENT MARKING 1,777.000
0.000
627-00005
1,777.000
L
27.54000 48,938.581,777.000
0.00
0800 *PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD-SYMBOL)
121.100
0.000
627-30405
121.100
M2
219.50000 26,581.45121.100
0.00
0805 *PREFORMED THERMOPLASTIC PAVEMENT MARKING (XWALK-STOP LINE)
185.800
0.000
627-30410
185.800
M2
87.82000 16,316.96185.800
0.00
0810 SURVEY MONUMENT (TYPE 2) 0.000
2.000
629-01002
2.000
EACH
245.91000 491.822.000
491.82
0815 SURVEY MONUMENT (TYPE 3A) 0.000
1.000
629-01031
1.000
EACH
321.65000 321.651.000
321.65
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 22
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0820 *FLAGGING 6,815.000
0.000
630-00000
6,815.000
HOUR
23.46000 159,879.906,815.000
0.00
0825 *TRAFFIC CONTROL SUPERVISOR 334.000
0.000
630-00002
334.000
DAY
244.80000 81,763.20334.000
0.00
0830 *TRAFFIC CONTROL INSPECTION 210.000
0.000
630-00007
210.000
DAY
102.00000 21,420.00210.000
0.00
0835 *TRAFFIC CONTROL VEHICLE (TRUCK) 147.000
0.000
630-00014
147.000
HOUR
66.30000 9,746.10147.000
0.00
0836 TRAF CTRL VEH (TRUCK) MCR LINE ITEM 8,ATTENUATO R TRUCK 61.000
0.000
630-00014
61.000
HOUR
49.50000 3,019.5061.000
0.00
0837 TRAF CTRL VEH (TRUCK) MCR LINE ITEM ,ATT TRU CK W/DRIVER
25.000
0.000
630-00014
25.000
HOUR
71.50000 1,787.5025.000
0.00
0840 *FLASHING BEACON (PORTABLE) 6.000
0.000
630-80001
6.000
EACH
2,040.00000 12,240.006.000
0.00
0845 *BARRICADE (TYPE 3 M-B) (TEMPORARY) 17.000
0.000
630-80336
17.000
EACH
357.00000 6,069.0017.000
0.00
0850 *CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A) 53.000
0.000
630-80341
53.000
EACH
102.00000 5,406.0053.000
0.00
0855 *CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B) 96.000
0.000
630-80342
96.000
EACH
102.00000 9,792.0096.000
0.00
0860 *CONSTRUCTION TRAFFIC SIGN (PANEL SIZE C) 38.000
0.000
630-80343
38.000
EACH
183.60000 6,976.8038.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 23
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0865 *CONSTRUCTION TRAFFIC SIGN (SPECIAL) 4.000
0.000
630-80344
4.000
M2
306.00000 1,224.004.000
0.00
0870 *PORTABLE MESSAGE SIGN PANEL 4.000
0.000
630-80355
4.000
EACH
26,520.00000 106,080.004.000
0.00
0875 *ADVANCE WARNING FLASHING OR SEQUENCING ARROW PANEL (CTYPE)
3.000
0.000
630-80358
3.000
EACH
3,825.00000 11,475.003.000
0.00
0880 *DRUM CHANNELIZING DEVICE 616.000
0.000
630-80360
616.000
EACH
71.40000 43,982.40616.000
0.00
0885 *DRUM CHANNELIZING DEVICE (WITH LIGHT) (FLASHIN G) 26.000
0.000
630-80363
26.000
EACH
71.40000 1,856.4026.000
0.00
0890 *DRUM CHANNELIZING DEVICE (WITH LIGHT) (STEADY BURN) 38.000
0.000
630-80364
38.000
EACH
102.00000 3,876.0038.000
0.00
0895 *PORTABLE TRAFFIC SPEED MONITOR 1.000
0.000
630-80367
1.000
EACH
16,320.00000 16,320.001.000
0.00
0900 CONCRETE BARRIER (TEMPORARY) 1,932.000
0.000
630-80370
1,932.000
M
40.91000 79,038.121,932.000
0.00
0905 *TRAFFIC CONE 400.000
0.000
630-80380
400.000
EACH
20.40000 8,160.00400.000
0.00
0910 IMPACT ATTENUATOR (SAND FILLED PLASTIC BARREL) (TEMPORARY)
6.000
0.000
630-85006
6.000
EACH
7,459.46000 44,756.766.000
0.00
0915 F/A MINOR CONTRACT REVISIONS 0.000
0.000
700-70010
0.000
F A
1.00000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 24
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
0920 F/A PARTNERING 0.000
0.000
700-70011
0.000
F A
1.00000 0.000.000
0.00
0925 F/A ASPHALT PAVEMENT INCENTIVE 48,425.120
0.000
700-70012
48,425.120
F A
1.00000 48,425.1248,425.120
0.00
0930 F/A CONCRETE INCENTIVE PAYMENT 30,220.070
-5,470.580
700-70013
24,749.490
F A
1.00000 24,749.4924,749.490
-5,470.58
0935 F/A ON-THE-JOB TRAINEE 1,000.000
0.000
700-70020
1,000.000
EACH
1.00000 1,000.001,000.000
0.00
0940 F/A OJT PILOT 0.000
0.000
700-70022
0.000
F A
1.00000 0.000.000
0.00
0945 F/A FURNISH & INSTALL PHONE SERVICE 639.010
0.000
700-70035
639.010
F A
1.00000 639.01639.010
0.00
0950 F/A FURNISH & INSTALL ELECTRICAL SERVICE 0.000
0.000
700-70082
0.000
F A
1.00000 0.000.000
0.00
0955 F/A EROSION CONTROL 0.000
0.000
700-70380
0.000
F A
1.00000 0.000.000
0.00
1245 ADDED ITEM (DOLLAR)/ DEMO OF STRUCTURES LINE ITEM 3 1,650.000
0.000
900-00006
1,650.000
DOL
1.00000 1,650.001,650.000
0.00
1250 RES GATE 40' DBL PANEL GATE LINE ITEM 4 1.000
0.000
210-01011
1.000
EACH
1,870.00000 1,870.001.000
0.00
1251 RES FENCE REQUIRED FOR UTILITY RELOC. LINE ITEM 5 37.900
0.000
210-01000
37.900
M
57.75000 2,188.7337.900
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 25
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
1255 F/A GAS LINES CMO#2 UTILITY BORE FOR KN ENERGY 11,065.000
0.000
700-70180
11,065.000
F A
1.00000 11,065.0011,065.000
0.00
1260 ADDED ITEM (CUBIC METER)/ FURNISH CONCRETE RUBBLE C MO 3
2,753.000
0.000
900-00003
2,753.000
M3
4.25000 11,700.252,753.000
0.00
1265 ADDED ITEM (CUBIC METER)/ PLACE CONCRETE RUBBLE CMO 3 3,199.300
0.000
900-00004
3,199.300
M3
6.43000 20,571.503,199.300
0.00
1270 ADDED ITEM (DOLLAR)/ CHANGE TO 24" SLIDE GATE MCR 925.730
0.000
900-00006
925.730
DOL
1.00000 925.73925.730
0.00
1275 F/A REMOVAL SERV CHARGE PUMP SEPTIC TANK MCR 93.500
0.000
700-70050
93.500
F A
1.00000 93.5093.500
0.00
1276 ADDED ITEM (LUMP SUM)/ REMOVAL OF SEPTIC TANK MCR 1.000
0.000
900-00014
1.000
L S
2,225.41000 2,225.411.000
0.00
1280 F/A DISPOSAL REMOVAL OF TRASH IN FILL MCR 2,465.000
0.000
700-70051
2,465.000
F A
1.00000 2,465.002,465.000
0.00
1285 FILTER MATL (CL A) MCR TO STABILIZE BELOW PIPE 155.000
0.000
206-00510
155.000
M3
34.68000 5,375.40155.000
0.00
1290 F/A TESTING OF SEED MIXTURE, MCR LINE 23 423.500
0.000
700-70035
423.500
F A
1.00000 423.50423.500
0.00
1295 F/A DETOUR CACL2 FOR DETOUR CR16/CR11 MCR LINE 24 1,196.800
0.000
700-70160
1,196.800
F A
1.00000 1,196.801,196.800
0.00
1300 F/A FURNISH MCR LINE ITEM 28 1200 MM RCP 8,550.410
0.000
700-70080
8,550.410
F A
1.00000 8,550.418,550.410
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 26
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0200 ROADWAY
1305 F/A MCR LINE ITEM 27 CORE DRILLING 198.000
0.000
700-70035
198.000
F A
1.00000 198.00198.000
0.00
1310 ADDED ITEM (LUMP SUM)/ MCR LINE ITEM 26 PHASE 1 ENVIRONMENTAL
1.000
0.000
900-00014
1.000
L S
3,835.19000 3,835.191.000
0.00
1315 SANITARY FACILITY MCR LINE ITEM 30 1.000
0.000
620-00020
1.000
EACH
220.00000 220.001.000
0.00
1320 ADDED ITEM (DOLLAR)/ OVERWEIGHT LOADS -960.000
-1,530.000
900-00006
-2,490.000
DOL
1.00000 -2,490.00-2,490.000
-1,530.00
1330 F/A INSTALL INSTALL STEEL PLATES MCR LINE ITEM 37 1,112.750
0.000
700-70110
1,112.750
F A
1.00000 1,112.751,112.750
0.00
1335 ADDED ITEM (LUMP SUM)/ MCR LINE ITEM 39 ELECTRICAL DISCONNECT
0.000
1.000
900-00014
1.000
L S
1,637.90000 1,637.901.000
1,637.90
1340 F/A MODIFY MCR LINE ITEM 45 MODIFY STORMSEWER 698.470
0.000
700-70131
698.470
F A
1.00000 698.47698.470
0.00
1345 F/A MCR LINE ITEM 47 SAND STORAGE CLOSURE PANEL S 0.000
2,084.500
700-70035
2,084.500
F A
1.00000 2,084.502,084.500
2,084.50
1350 F/A MCR LINE ITEM 48 DEWATERING MD-B 0.000
1,560.910
700-70035
1,560.910
F A
1.00000 1,560.911,560.910
1,560.91
1400 ADDED ITEM (DOLLAR)/ LAFARGE LIEN 0.000
0.000
900-00006
0.000
DOL
1.00000 0.000.000
0.00
CAT 10,402,686.1213,405.8910,453,164.93CURRENT AMT0200 $ $ $
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 27
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0300 STRUCTURE D-17-AP
0965 *REMOVAL OF BRIDGE 1.000
0.000
202-00400
1.000
EACH
39,900.00000 39,900.001.000
0.00
0970 *STRUCTURE EXCAVATION 5,798.000
0.000
206-00000
5,798.000
M3
5.61000 32,526.785,798.000
0.00
0975 *STRUCTURE BACKFILL (SPECIAL) 852.000
0.000
206-00050
852.000
M3
36.72000 31,285.44852.000
0.00
0980 *STRUCTURE BACKFILL (CLASS 1) 1,718.000
0.000
206-00100
1,718.000
M3
18.36000 31,542.481,718.000
0.00
0985 *STRUCTURE BACKFILL (CLASS 2) 102.000
0.000
206-00200
102.000
M3
10.20000 1,040.40102.000
0.00
0990 *MECHANICAL REINFORCEMENT OF SOIL 1,276.000
0.000
206-00360
1,276.000
M3
22.44000 28,633.441,276.000
0.00
0995 SHORING 1.000
0.000
206-01750
1.000
L S
28,131.60000 28,131.601.000
0.00
1000 *HOT BITUMINOUS PAVEMENT (GRADING S)(ASPHALT) ( 109)(PG76-28
331.940
0.000
403-35345
331.940
T
47.63000 15,810.30331.940
0.00
1005 *GEOTEXTILE (EROSION CONTROL) (CLASS B) 2,173.500
0.000
420-00101
2,173.500
M2
1.28000 2,782.082,173.500
0.00
1010 *DRILLED CAISSON (750 MM) 130.000
0.000
503-00030
130.000
M
172.20000 22,386.00130.000
0.00
1015 *DRILLED CAISSON (1200 MM) 107.000
0.000
503-00048
107.000
M
419.29000 44,864.03107.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 28
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0300 STRUCTURE D-17-AP
1020 *BLOCK FACING 538.400
0.000
504-04410
538.400
M2
185.51000 99,878.58538.400
0.00
1025 *RIPRAP (SPECIAL) 432.000
0.000
506-00010
432.000
M3
91.80000 39,657.60432.000
0.00
1030 STRUCTURAL STEEL 3,052.000
0.000
509-00000
3,052.000
KG
2.95000 9,003.403,052.000
0.00
1030 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1030 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1031 STR STEEL (GALV) MCR LINE ITEM 35 510.000
0.000
509-00001
510.000
KG
7.33000 3,738.30510.000
0.00
1035 BEARING DEVICE (TYPE I) 10.000
0.000
512-00101
10.000
EACH
709.70000 7,097.0010.000
0.00
1035 MATERIAL ALLOWANCE 500H BEARINGS 0.000
0.000DOL
1.00000 0.000.000
0.00
1040 *WATERPROOFING (MEMBRANE) 2,679.400
0.000
515-00120
2,679.400
M2
7.70000 20,631.382,679.400
0.00
1045 BRIDGE EXPANSION DEVICE (0-100 MM) 58.000
0.000
518-01004
58.000
M
446.49000 25,896.4258.000
0.00
1045 MATERIAL ALLOWANCE 500K EXPANSION DEVICES 0.000
0.000DOL
1.00000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 29
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0300 STRUCTURE D-17-AP
1050 CONCRETE CLASS B (BRIDGE) 162.000
0.000
601-01040
162.000
M3
304.95000 49,401.90162.000
0.00
1055 *CONCRETE CLASS D (BRIDGE) 1,778.000
0.000
601-03040
1,778.000
M3
469.73000 835,179.941,778.000
0.00
1055 MATERIAL ALLOWANCE 618B PRESTRESSED CONCRETE UNIT 0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE 500G STRUCTURAL STEEL 0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE 618B PRESTRESSED CONCRETE UNIT 0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE 500G STRUCTURAL STEEL 0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE 618B PRESTRESSED CONCRETE UNIT 0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE 618B PRESTRESSED CONCRETE UNIT 0.000
0.000DOL
1.00000 0.000.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 30
PCN: 11588-BID ESTIMATE RUN
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIODCUMULATIVE
AMOUNT
CAT NO0300 STRUCTURE D-17-AP
1055 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1055 MATERIAL ALLOWANCE MISC MISCELLANEOUS STOCKPILED MATERIALS
0.000
0.000DOL
1.00000 0.000.000
0.00
1060 *STRUCTURAL CONCRETE COATING 1,453.000
0.000
601-40300
1,453.000
M2
3.96000 5,753.881,453.000
0.00
1065 *REINFORCING STEEL 72,586.000
0.000
602-00000
72,586.000
KG
0.90000 65,327.4072,586.000
0.00
1070 *REINFORCING STEEL (EPOXY COATED) 193,645.000
0.000
602-00020
193,645.000
KG
1.03000 199,454.35193,645.000
0.00
1075 *600 MM CORRUGATED STEEL PIPE 60.000
0.000
603-10240
60.000
M
95.88000 5,752.8060.000
0.00
1080 *BRIDGE RAIL TYPE 10M (SPECIAL) 226.000
0.000
606-11032
226.000
M
252.50000 57,065.00226.000
0.00
1080 MATERIAL ALLOWANCE 606D BRIDGE RAIL 0.000
0.000DOL
1.00000 0.000.000
0.00
1080 MATERIAL ALLOWANCE 606D BRIDGE RAIL 0.000
0.000DOL
1.00000 0.000.000
0.00
1085 *FENCE CHAIN LINK (SPECIAL) 192.000
0.000
607-53005
192.000
M
168.30000 32,313.60192.000
0.00
1090 *25 MM ELECTRICAL CONDUIT 213.000
0.000
613-00100
213.000
M
45.90000 9,776.70213.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 31
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0300 STRUCTURE D-17-AP
1095 *50 MM ELECTRICAL CONDUIT 121.000
0.000
613-00200
121.000
M
76.50000 9,256.50121.000
0.00
1100 *100 MM ELECTRICAL CONDUIT 505.000
0.000
613-00400
505.000
M
102.00000 51,510.00505.000
0.00
1105 *PRESTRESSING STEEL WIRE OR STRAND 10,180.000
0.000
618-00002
10,180.000
MNM
11.76000 119,716.8010,180.000
0.00
1105 MATERIAL ALLOWANCE 618A PRESTRESSING STEEL/DUCTING 0.000
0.000DOL
1.00000 0.000.000
0.00
1105 MATERIAL ALLOWANCE 618A PRESTRESSING STEEL/DUCTING 0.000
0.000DOL
1.00000 0.000.000
0.00
1110 CONSTRUCTION SURVEYING 0.130
0.000
625-00000
0.130
L S
119,416.50000 15,524.150.130
0.00
1115 *MOBILIZATION 0.130
0.000
626-00000
0.130
L S
855,669.94000 111,237.090.130
0.00
1325 250 MM PLASTIC PIPE MCR LINE ITEM 36 134.000
0.000
603-50010
134.000
M
34.65000 4,643.10134.000
0.00
CAT 2,056,718.440.002,056,718.44CURRENT AMT0300 $ $ $
CAT NO0301 STRUCTURE D-17-DR
1120 *STRUCTURE EXCAVATION 919.000
0.000
206-00000
919.000
M3
5.61000 5,155.59919.000
0.00
1125 *STRUCTURE BACKFILL (CLASS 1) 213.000
0.000
206-00100
213.000
M3
18.36000 3,910.68213.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 32
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0301 STRUCTURE D-17-DR
1130 CONCRETE CLASS D (BOX CULVERT) 224.000
0.000
601-03030
224.000
M3
297.94000 66,738.56224.000
0.00
1135 *REINFORCING STEEL 27,760.000
0.000
602-00000
27,760.000
KG
0.90000 24,984.0027,760.000
0.00
CAT 100,788.830.00100,788.83CURRENT AMT0301 $ $ $
CAT NO0302 STRUCTURE D-17-DS
1140 *STRUCTURE EXCAVATION 500.000
0.000
206-00000
500.000
M3
5.61000 2,805.00500.000
0.00
1145 *STRUCTURE BACKFILL (CLASS 1) 204.000
0.000
206-00100
204.000
M3
18.36000 3,745.44204.000
0.00
1150 CONCRETE CLASS D (BOX CULVERT) 244.000
0.000
601-03030
244.000
M3
297.94000 72,697.36244.000
0.00
1155 *REINFORCING STEEL 21,043.000
0.000
602-00000
21,043.000
KG
0.90000 18,938.7021,043.000
0.00
1160 *REINFORCING STEEL (EPOXY COATED) 9,728.000
0.000
602-00020
9,728.000
KG
1.03000 10,019.849,728.000
0.00
CAT 108,206.340.00108,206.34CURRENT AMT0302 $ $ $
CAT NO0303 STRUCTURE D-17-DT
1165 *STRUCTURE EXCAVATION 1,189.000
0.000
206-00000
1,189.000
M3
5.61000 6,670.291,189.000
0.00
1170 *STRUCTURE BACKFILL (CLASS 1) 341.000
0.000
206-00100
341.000
M3
18.36000 6,260.76341.000
0.00
1175 CONCRETE CLASS D (BOX CULVERT) 437.000
0.000
601-03030
437.000
M3
297.94000 130,199.78437.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 33
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0303 STRUCTURE D-17-DT
1180 *REINFORCING STEEL 39,607.000
0.000
602-00000
39,607.000
KG
0.90000 35,646.3039,607.000
0.00
1185 *REINFORCING STEEL (EPOXY COATED) 21,081.000
0.000
602-00020
21,081.000
KG
1.03000 21,713.4321,081.000
0.00
CAT 200,490.560.00200,490.56CURRENT AMT0303 $ $ $
CAT NO0304 STRUCTURE D-17-DU
1190 REMOVAL OF PORTIONS OF PRESENT STRUCTURE 1.000
0.000
202-00495
1.000
L S
2,100.00000 2,100.001.000
0.00
1195 *STRUCTURE EXCAVATION 613.000
0.000
206-00000
613.000
M3
5.61000 3,438.93613.000
0.00
1200 *STRUCTURE BACKFILL (CLASS 1) 282.000
0.000
206-00100
282.000
M3
18.36000 5,177.52282.000
0.00
1205 *FILTER MATERIAL (CLASS A) 295.000
0.000
206-00510
295.000
M3
34.68000 10,230.60295.000
0.00
1210 CONCRETE CLASS D (BOX CULVERT) 406.000
0.000
601-03030
406.000
M3
297.94000 120,963.64406.000
0.00
1215 *REINFORCING STEEL 49,342.000
0.000
602-00000
49,342.000
KG
0.90000 44,407.8049,342.000
0.00
1220 *REINFORCING STEEL (EPOXY COATED) 15,767.000
0.000
602-00020
15,767.000
KG
1.03000 16,240.0115,767.000
0.00
CAT 202,558.500.00202,558.50CURRENT AMT0304 $ $ $
CAT NO0400 CONSTRUCTION ENGINEERING BID ITEMS
1225 FIELD OFFICE (CLASS 2) 1.000
0.000
620-00002
1.000
EACH
26,468.40000 26,468.401.000
0.00
CONTID: C11588 COLORADO DEPARTMENT OF TRANSPORTATION Page 34
PCN: 11588-BID ESTIMATE RUN 10/31/2001
PROJECT: IM 0253-142 ESTIMATE NO: 0021
REFNO.
ITEMNO.
ITEMDESCRIPTION
CURRENTQUANTITY/
UNITSUNIT PRICE
PREV QTY/QTY THIS PERIOD
QTY TO DATE
AMOUNTTHIS
PERIOD
15:12:32
CUMULATIVEAMOUNT
CAT NO0400 CONSTRUCTION ENGINEERING BID ITEMS
1230 FIELD LABORATORY (CLASS 2) 1.000
0.000
620-00012
1.000
EACH
18,557.70000 18,557.701.000
0.00
1235 SANITARY FACILITY 1.000
0.000
620-00020
1.000
EACH
1,428.00000 1,428.001.000
0.00
1240 ADDED ITEM (DOLLAR)/ ADDITIONAL INSPECTION -685.000
0.000
900-00006
-685.000
DOL
1.00000 -685.00-685.000
0.00
CAT 45,769.100.0045,769.10CURRENT AMT0400 $ $ $
$13,117,217.8913,405.89$13,167,696.70$CURRENT AMTPROJECT TOTAL