|
Report_Id: 151064 Est NO 0050 |
Date:06/27/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151064 | Estimate Number | 0050 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05380) Brooker, Eric L. | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | ADDR SN 0 VC Code VC0000113967 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 05/18/2018 TO 05/31/2018 | ||||||
| Date Approved | 06/14/2018 | ||||||
| Primary Proj Number | DE03700601564 | ||||||
| Project No. | FD04 SPP 037 0060 009-010 | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | KENTUCKY STATE UNIVERSITY PEDESTRIAN BRIDGE(US-60) | ||||||
| Description | KENTUCKY STATE UNIVERSITY PEDESTRIAN BRIDGE(US-60) between Hathaway Hall & Whitney Young Hall | ||||||
| Date Let | 10/23/2015 | Formal Acceptance | |||||
| Date Awarded | 10/27/2015 | Date Work Began | 03/07/2016 | ||||
| Date Contract Executed | 11/12/2015 | Open To Traffic | |||||
| Date NTP Issued | 11/12/2015 | Actual Completion Date | |||||
| Current Contract Amount | $5,500,503.16 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,100,000.00 |
Total Earnings | $4,677,087.61 |
$4,638,912.22 |
$38,175.39 |
|
| Percent Complete | 86.56 |
Stockpiled Materials | $84,192.02 |
$98,757.26 |
$-14,565.24 |
|
| Funds Available | $739,223.53 |
Gross Earnings | $4,761,279.63 |
$4,737,669.48 |
$23,610.15 |
|
| Total Change Orders | $400,503.16 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,761,279.63 |
$4,737,669.48 |
$23,610.15 |
|||
| Contract Id | 151064 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0050 | Project Number | FD04 SPP 037 0060 009-010 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 05/18/2018 TO 05/31/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Entrances, manholes, ductile iron pipe, and barricades | Approved | 06/13/2016 | $15,347.27 | 0.0 | |||||
| 002 | Storm sewer manhole | Approved | 07/12/2016 | $4,998.00 | 0.0 | |||||
| 003 | Storm sewer manhole, pipe, and signs | Approved | 08/02/2016 | $7,790.20 | 0.0 | |||||
| 004 | Sanitary sewer line C revision | Approved | 09/02/2016 | $624.60 | 0.0 | |||||
| 005 | Geotextile Fabric Ty IV, ec blanket, ditch box, sewer route | Approved | 11/01/2016 | $8,290.60 | 0.0 | |||||
| 006 | Time extension, tower foundation aggregate, and tower rebar | Approved | 03/23/2017 | $13,039.05 | 215.0 | |||||
| 007 | Communication cable relocation | Approved | 05/10/2017 | $48,156.90 | 215.0 | |||||
| 008 | Guardrail, fire dampers, and steel hairpins | Approved | 10/18/2017 | $6,925.60 | 0.0 | |||||
| 009 | Liquidated Damages Override | Approved | 08/29/2017 | $0.00 | 0.0 | |||||
| 010 | Canopy, steel, perf panel cost, bonding adhesive, fence | Approved | 11/29/2017 | $92,862.39 | 219.0 | |||||
| 011 | Additional work and cost increases | Approved | 03/13/2018 | $49,754.55 | 10.0 | |||||
| 012 | Pedway and Tower miscellaneous items | Approved | 05/25/2018 | $38,317.89 | 1.0 | |||||
| 013 | Security cameras, Sanitary manhole riser, and Light | Approved | 06/21/2018 | $114,396.11 | 56.0 | |||||
| 014 | additional handrail, paint, and vault riser | Pending | 0 | $98,218.13 | 60.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 151064 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03700601564 | ||||||
| Estimate Nbr | 0050 | Period | 05/18/2018 TO 05/31/2018 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 270.00 | 270.000 | 517.790 | 517.790 | 30.00 | 15,533.70 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 104.00 | 104.000 | 105.650 | 105.650 | 153.56 | 16,223.61 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 22.00 | 22.000 | 35.240 | 35.240 | 340.22 | 11,989.35 | |||
| 8019 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0002 ROADWAY | |||||||
| 0020 | STORM SEWER PIPE-24 IN | 00524 | LF | 164.00 | 171.000 | 167.000 | 167.000 | 80.00 | 13,360.00 | |||
| 0025 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0030 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0035 | STANDARD CURB AND GUTTER | 01810 | LF | 347.00 | 347.000 | 347.000 | 347.000 | 35.00 | 12,145.00 | |||
| 0040 | REMOVE CURB AND GUTTER | 01812 | LF | 345.00 | 345.000 | 345.000 | 345.000 | 5.00 | 1,725.00 | |||
| 0045 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 362.50 | 395.000 | 395.000 | 395.000 | 18.50 | 7,307.50 | |||
| 0055 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 39.00 | 64.000 | 64.000 | 64.000 | 1.50 | 96.00 | |||
| 0065 | CLEARING AND GRUBBING 3.0 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0070 | TEMPORARY SIGNS | 02562 | SQFT | 54.00 | 509.000 | 515.000 | 515.000 | 4.00 | 2,060.00 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 30,000.00 | 22,500.00 | |||
| 0080 | TEMP SILT FENCE | 02701 | LF | 1,086.00 | 1,086.000 | 130.000 | 496.000 | 626.000 | 2.50 | 325.00 | 1,565.00 | |
| 0085 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0090 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 0095 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0100 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0110 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0115 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 189.00 | 189.000 | 213.400 | 213.400 | 60.00 | 12,804.00 | |||
| 0120 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 185.00 | 185.000 | 185.000 | 185.000 | 10.00 | 1,850.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 25,000.00 | 23,750.00 | |||
| 0130 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0135 | TEMP MULCH | 05952 | SQYD | 8,088.00 | 8,088.000 | 1,100.000 | 1,100.000 | 0.17 | 187.00 | |||
| 0140 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 809.00 | 809.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0145 | INITIAL FERTILIZER | 05963 | TON | 0.12 | 0.120 | 0.060 | 0.060 | 950.00 | 57.00 | |||
| 0150 | 20-10-10 FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0155 | SEEDING AND PROTECTION | 05985 | SQYD | 8,088.00 | 8,088.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 0160 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.40 | 2.400 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0165 | LONGITUDINAL EDGE KEY | 21289ED | LF | 341.00 | 341.000 | 341.000 | 341.000 | 10.00 | 3,410.00 | |||
| 0170 | EMBANKMENT IN PLACE | 40026 | CUYD | 5,669.00 | 5,669.000 | 5,703.100 | 5,703.100 | 22.00 | 125,468.20 | |||
| 8000 | TEMPORARY CONSTRUCTION ENTRANCE #2s, fabric, excavation, maintenance | 24095EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,995.20 | 7,990.40 | |||
| 8004 | BARRICADE-TYPE III Road closures for Douglas Ave. and Langford Ave. | 02014 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 167.00 | 668.00 | |||
| 8005 | NEW MANHOLE TO EXIST LINE Storm sewer manhole with additional inverts | 22151NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,798.00 | 6,798.00 | |||
| 8006 | MANHOLE TYPE A MOD connect existing storm sewer to new storm sewer system | 01757 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,837.20 | 4,837.20 | |||
| 8007 | FABRIC-GEOTEXTILE TYPE IV fabric to wrap storm sewer pipe | 02599 | SQYD | 0.00 | 286.500 | 286.500 | 286.500 | 2.00 | 573.00 | |||
| 8009 | FABRIC-GEOTEXTILE TYPE IV French drains on embankment slope, subgrade stabilize, ditch | 02599 | SQYD | 0.00 | 362.760 | 362.760 | 362.760 | 2.00 | 725.52 | |||
| 8010 | EROSION CONTROL BLANKET erosion control blanket for embankment slope | 40032 | SQYD | 0.00 | 3,455.000 | 3,455.000 | 3,455.000 | 1.44 | 4,975.20 | |||
| 8011 | REMOVE CATCH BASIN remove wall of ditch box inlet | 01706 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,045.00 | 1,045.00 | |||
| 8014 | ELECTRICAL Relocation of fire alarm communication cable | 50003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 48,156.90 | 48,156.90 | |||
| 8015 | MOBILIZATION guardrail at elevator entrance | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,979.75 | 1,979.75 | |||
| 8016 | MAINTAIN & CONTROL TRAFFIC guardrail at elevator entrance | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 8017 | GUARDRAIL TERMINAL SECTION NO 1 guardrail at elevator entrance | 02360 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 60.50 | 121.00 | |||
| 8024 | FENCE-TEMP temporary chain link fence | 02259 | LF | 0.00 | 1.000 | 0.800 | 0.800 | 12,229.65 | 9,783.72 | |||
| 8028 | SIDEWALK CONSTRUCTION north and south tower entrances | 23535EC | LS | 0.00 | 1.000 | 0.500 | 0.500 | 12,504.12 | 6,252.06 | |||
| 8030 | COMMUNICATION JUNCTION BOX concrete vault lid | 24813ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,758.98 | 7,758.98 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0003 BRIDGE | |||||||
| 0175 | MASONRY COATING | 02998 | SQYD | 1,908.00 | 1,908.000 | 465.000 | 465.000 | 10.00 | 4,650.00 | |||
| 0180 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 342.00 | 342.000 | 341.600 | 341.600 | 150.00 | 51,240.00 | |||
| 0185 | CONCRETE-CLASS A | 08100 | CUYD | 332.00 | 332.000 | 332.000 | 332.000 | 900.00 | 298,800.00 | |||
| 0190 | CONCRETE-CLASS AA | 08104 | CUYD | 125.00 | 125.000 | 125.000 | 125.000 | 950.00 | 118,750.00 | |||
| 0195 | STEEL REINFORCEMENT | 08150 | LB | 52,281.00 | 61,275.000 | 61,275.000 | 61,275.000 | 1.05 | 64,338.75 | |||
| 0200 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 33,206.00 | 35,032.000 | 35,032.000 | 35,032.000 | 1.10 | 38,535.20 | |||
| 0205 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 795.00 | 795.000 | 795.000 | 795.000 | 330.00 | 262,350.00 | |||
| 0210 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 40.00 | 40.000 | 40.100 | 40.100 | 1,000.00 | 40,100.00 | |||
| 0215 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 14.00 | 14.000 | 6.700 | 6.700 | 1,000.00 | 6,700.00 | |||
| 0220 | ROCK SOUNDINGS | 20745ED | LF | 144.00 | 144.000 | 191.650 | 191.650 | 35.00 | 6,707.75 | |||
| 0225 | ROCK CORINGS | 20746ED | LF | 330.00 | 330.000 | 334.700 | 334.700 | 70.00 | 23,429.00 | |||
| 0230 | DRILLED SHAFT-66 IN (ROCK) SOLID ROCK | 23000EX | LF | 70.00 | 70.000 | 86.700 | 86.700 | 1,600.00 | 138,720.00 | |||
| 0235 | DRILLED SHAFT-36 IN COMMON | 23248EC | LF | 39.00 | 39.000 | 42.750 | 42.750 | 500.00 | 21,375.00 | |||
| 0240 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 84.00 | 84.000 | 72.900 | 72.900 | 1,400.00 | 102,060.00 | |||
| 0245 | DRILLED SHAFT-30 IN-SOLID ROCK | 23768EC | LF | 15.00 | 15.000 | 22.300 | 22.300 | 600.00 | 13,380.00 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0004 SEWERLINE | |||||||
| 0250 | FLOWABLE FILL | 02220 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0255 | TEMP SILT FENCE | 02701 | LF | 1,200.00 | 1,200.000 | 1,171.000 | 1,171.000 | 4.00 | 4,684.00 | |||
| 0260 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0265 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0270 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 310.00 | 310.000 | 310.000 | 310.000 | 150.00 | 46,500.00 | |||
| 0275 | S LATERAL LONG SIDE 06 INCH (ADDED:10-21-15) | 15088 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0280 | S LATERAL SHORT SIDE 06 INCH (ADDED: 10-21-15) | 15090 | EACH | 9.00 | 9.000 | 13.000 | 13.000 | 5,000.00 | 65,000.00 | |||
| 0285 | S MANHOLE | 15092 | EACH | 18.00 | 17.000 | 14.000 | 14.000 | 4,500.00 | 63,000.00 | |||
| 0290 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 3.00 | 4.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0295 | S PIPE PVC 08 INCH | 15112 | LF | 2,017.00 | 2,017.000 | 1,942.400 | 1,942.400 | 140.00 | 271,936.00 | |||
| 280 | S LATERAL SHORT SIDE 06 INCH additional short side lateral not shown on plans | 15090 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8001 | S MANHOLE ADJUST TO GRADE adjustment to Langford Ave. existing grade | 15094 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,111.08 | 1,111.08 | |||
| 8002 | S MANHOLE manhole not needed at Langford Ave. | 15092 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,062.30 | 2,062.30 | |||
| 8003 | DUCTILE IRON PIPE-8 IN plan change to cross storm sewer at New Young Residence Hall | 01095 | LF | 0.00 | 67.010 | 62.900 | 62.900 | 52.46 | 3,299.87 | |||
| 8008 | S MANHOLE Contractor reimbursement | 15092 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,062.30 | 4,124.60 | |||
| 8012 | S SPECIAL ITEM reroute sanitary sewer around storm sewer conflict | 15120 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,544.88 | 1,544.88 | |||
| 8039 | S MANHOLE ADJUST TO GRADE sanitary manhole extension 2.5' south side of tower | 15094 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 4,153.60 | 0.00 | |||
| 8042 | COST PLUS WORK concrete riser ring for communication vault | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1,212.99 | 0.00 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0005 MISCELLANEOUS - TOWER | |||||||
| 0300 | TOWER ELEVATOR STRUCTURE | 50000 | LS | 1.00 | 1.000 | 0.693 | 0.693 | 1,330,000.00 | 921,690.00 | |||
| 8013 | CRUSHED AGGREGATE SIZE NO 57 tower foundation aggregate | 00071 | TON | 0.00 | 108.950 | 108.950 | 108.950 | 33.00 | 3,595.35 | |||
| 8018 | HVAC MECHANICAL fire dampers at elevator tower | 50002 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 577.50 | 577.50 | |||
| 8023 | STRUCTURAL STEEL additional price for perforated panels | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 5,773.95 | 0.00 | |||
| 8027 | COST PLUS WORK expansion joint | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 1,756.81 | 1,756.81 | |||
| 8032 | STRUCTURAL STEEL triangle storefront at mechanical room | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 467.50 | 0.00 | |||
| 8033 | STRUCTURAL STEEL refrigerant cover at mechanical room | 08160 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 906.40 | 906.40 | 906.40 | |
| 8035 | COST PLUS WORK mullion bearing plates for storefront | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,185.10 | 7,185.10 | 7,185.10 | |
| 8038 | ELECTRICAL EQUIPMENT security cameras and telephone for the project | 24788EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 109,982.40 | 0.00 | |||
| 8040 | ELECTRICAL EQUIPMENT Light mounting bracket for mechanical room | 24788EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 260.11 | 0.00 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0006 MISCELLANEOUS - PED WALKWAY | |||||||
| 0305 | PEDESTRIAN WALKWAY | 50001 | LS | 1.00 | 1.000 | 0.903 | 0.903 | 1,330,000.00 | 1,200,990.00 | |||
| 8020 | STRUCTURAL STEEL translucent canopy extension at pier 4 | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,312.80 | 7,312.80 | |||
| 8021 | STRUCTURAL STEEL translucent canopy extension and steel at pier 2 | 08160 | LS | 0.00 | 1.000 | 0.820 | 0.820 | 64,000.00 | 52,480.00 | |||
| 8022 | STRUCTURAL STEEL bonding adhesive to bond grout to steel columns | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,545.99 | 3,545.99 | |||
| 8031 | COST PLUS WORK metal deck supports | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 13,235.92 | 13,235.92 | |||
| 8034 | COST PLUS WORK plywood metal roof fillers | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,291.01 | 6,291.01 | 6,291.01 | |
| 8036 | COST PLUS WORK student center handrail opening | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,078.12 | 5,078.12 | 5,078.12 | |
| 8037 | COST PLUS WORK pedway A storefront angle | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 18,389.76 | 18,389.76 | 18,389.76 | |
| 8041 | STRUCTURAL STEEL additional handrail pedway A | 08160 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 96,282.82 | 0.00 | |||
| 8043 | COST PLUS WORK paint for student center handrail | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 722.32 | 0.00 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0007 MISCELLANEOUS - HVAC MECH | |||||||
| 0310 | HVAC MECHANICAL | 50002 | LS | 1.00 | 1.000 | 0.525 | 0.525 | 40,000.00 | 21,000.00 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0008 MISCELLANEOUS - ELECTRICAL | |||||||
| 0315 | ELECTRICAL | 50003 | LS | 1.00 | 1.000 | 0.788 | 0.788 | 88,000.00 | 69,344.00 | |||
| 8025 | ELECTRICAL luminaires | 50003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,753.90 | 3,753.90 | |||
| 8026 | ELECTRICAL Electrical panel | 50003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 753.20 | 753.20 | |||
| 8029 | ELECTRICAL weatherproof electrical items | 50003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,991.62 | 9,991.62 | |||
| Project | DE03700601564 | Fed/State Project Number | FD04 SPP 037 0060 009-010 | Category | 0009 DEMOBILIZATION & MOBILIZATION | |||||||
| 0320 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 235,464.60 | 235,464.60 | |||
| 0325 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 71,900.00 | 0.00 | |||
| SUBTOT | $38,175.39 |
$4,677,087.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0300-1-0I |
STEEL, STRUCTURAL | LSP |
1.00 | 0020 | $138860.000000 | $131,917.00 | ||||||
0305-1-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0020 | $138860.000000 | $131,917.00 | ||||||
0305-2-0I |
CONC CUSTOM MIX DES | lsp |
1.00 | 0021 | $199719.900000 | $189,733.90 | ||||||
0300-2-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0024 | $47488.000000 | $45,113.60 | ||||||
0305-3-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0024 | $47488.000000 | $45,113.60 | ||||||
0315-1-0I |
WIRE, ELECTRICAL | lsp |
1.00 | 0034 | $41416.320000 | $39,345.50 | ||||||
0315-2-0I |
WIRE, ELECTRICAL | lsp |
1.00 | 0035 | $2187.840000 | $2,078.45 | ||||||
0315-3-0I |
WIRE, ELECTRICAL | lsp |
1.00 | 0035 | $3699.400000 | $3,514.43 | ||||||
0300-3-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0039 | $53334.280000 | $50,667.57 | ||||||
0305-4-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0039 | $17778.100000 | $16,889.20 | ||||||
0310-1-0I |
BUILDING INCIDENTAL | lsp |
1.00 | 0039 | $5608.970000 | $5,328.52 | ||||||
0300-4-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0040 | $6666.050000 | $6,332.75 | ||||||
0305-5-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0040 | $30759.780000 | $29,221.79 | ||||||
0300-6-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0043 | $13988.510000 | $13,289.08 | ||||||
0300-5-0I |
STEEL, STRUCTURAL | lsp |
1.00 | 0043 | $12178.420000 | $11,569.50 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0028 | $47488.000000 | $-1,028.59 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.02 | 0028 | $138860.000000 | $-3,007.71 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0029 | $47488.000000 | $-2,014.32 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.04 | 0029 | $138860.000000 | $-5,890.09 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0030 | $47488.000000 | $-1,028.59 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.02 | 0030 | $138860.000000 | $-3,007.71 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0031 | $47488.000000 | $-300.01 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.00 | 0031 | $138860.000000 | $-877.25 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0032 | $47488.000000 | $-171.43 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0032 | $138860.000000 | $-501.28 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0033 | $47488.000000 | $-771.44 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.01 | 0033 | $138860.000000 | $-2,255.78 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0033 | $47488.000000 | $-171.43 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0033 | $138860.000000 | $-501.28 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.25 | 0034 | $138860.000000 | $-34,087.35 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.25 | 0034 | $47488.000000 | $-11,657.35 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.03 | 0036 | $47488.000000 | $-1,371.45 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.03 | 0036 | $138860.000000 | $-4,010.28 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.13 | 0037 | $138860.000000 | $-17,670.28 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.13 | 0037 | $47488.000000 | $-6,042.97 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0037 | $47488.000000 | $-1,028.59 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0037 | $138860.000000 | $-3,007.71 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.06 | 0038 | $138860.000000 | $-8,772.48 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.06 | 0038 | $47488.000000 | $-3,000.05 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0039 | $53334.280000 | $-385.07 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0039 | $47488.000000 | $-342.86 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.00 | 0039 | $138860.000000 | $-1,002.57 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.08 | 0040 | $6666.050000 | $-517.39 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.08 | 0040 | $53334.280000 | $-4,139.54 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.08 | 0040 | $47488.000000 | $-3,685.78 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.08 | 0040 | $138860.000000 | $-10,777.62 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.24 | 0040 | $30759.780000 | $-7,051.22 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.24 | 0040 | $17778.100000 | $-4,075.36 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.24 | 0040 | $47488.000000 | $-10,885.91 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.24 | 0040 | $138860.000000 | $-31,831.57 | ||||||
0315-3-0A |
WIRE, ELECTRICAL | lsp |
0.14 | 0040 | $3699.400000 | $-524.18 | ||||||
0315-2-0A |
WIRE, ELECTRICAL | lsp |
0.14 | 0040 | $2187.840000 | $-310.00 | ||||||
0315-1-0A |
WIRE, ELECTRICAL | lsp |
0.14 | 0040 | $41416.320000 | $-5,868.38 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.08 | 0041 | $6666.050000 | $-529.42 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.08 | 0041 | $53334.280000 | $-4,235.81 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.08 | 0041 | $47488.000000 | $-3,771.50 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.08 | 0041 | $138860.000000 | $-11,028.26 | ||||||
0315-3-0A |
WIRE, ELECTRICAL | lsp |
0.05 | 0041 | $3699.400000 | $-200.32 | ||||||
0315-2-0A |
WIRE, ELECTRICAL | lsp |
0.05 | 0041 | $2187.840000 | $-118.47 | ||||||
0315-1-0A |
WIRE, ELECTRICAL | lsp |
0.05 | 0041 | $41416.320000 | $-2,242.69 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $6666.050000 | $-162.44 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $53334.280000 | $-1,299.62 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $47488.000000 | $-1,157.16 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.02 | 0042 | $138860.000000 | $-3,383.67 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $30759.780000 | $-777.30 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $17778.100000 | $-449.25 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $47488.000000 | $-1,200.02 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0042 | $138860.000000 | $-3,508.99 | ||||||
0310-1-0A |
BUILDING INCIDENTAL | lsp |
0.07 | 0042 | $5608.970000 | $-379.66 | ||||||
0315-3-0A |
WIRE, ELECTRICAL | lsp |
0.07 | 0042 | $3699.400000 | $-250.40 | ||||||
0315-2-0A |
WIRE, ELECTRICAL | lsp |
0.07 | 0042 | $2187.840000 | $-148.09 | ||||||
0315-1-0A |
WIRE, ELECTRICAL | lsp |
0.07 | 0042 | $41416.320000 | $-2,803.37 | ||||||
0300-1-0A |
STEEL, STRUCTURAL | LSP |
0.00 | 0043 | $138860.000000 | $-751.93 | ||||||
0300-6-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0043 | $13988.510000 | $-75.75 | ||||||
0300-5-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0043 | $12178.420000 | $-65.95 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0043 | $6666.050000 | $-36.10 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0043 | $53334.280000 | $-288.81 | ||||||
0300-2-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0043 | $47488.000000 | $-257.15 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
-0.01 | 0043 | $30759.780000 | $333.13 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
-0.01 | 0043 | $17778.100000 | $192.54 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
-0.01 | 0043 | $47488.000000 | $514.30 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
-0.01 | 0043 | $138860.000000 | $1,503.85 | ||||||
0315-3-0A |
WIRE, ELECTRICAL | lsp |
0.10 | 0043 | $3699.400000 | $-380.61 | ||||||
0315-2-0A |
WIRE, ELECTRICAL | lsp |
0.10 | 0043 | $2187.840000 | $-225.10 | ||||||
0315-1-0A |
WIRE, ELECTRICAL | lsp |
0.10 | 0043 | $41416.320000 | $-4,261.12 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0044 | $30759.780000 | $-333.13 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0044 | $17778.100000 | $-192.54 | ||||||
0305-3-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0044 | $47488.000000 | $-514.30 | ||||||
0305-1-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0044 | $138860.000000 | $-1,503.85 | ||||||
0300-6-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0045 | $13988.510000 | $-618.61 | ||||||
0300-5-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0045 | $12178.420000 | $-538.56 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0045 | $6666.050000 | $-294.79 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0045 | $53334.280000 | $-2,358.58 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.13 | 0045 | $30759.780000 | $-4,053.06 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.13 | 0045 | $17778.100000 | $-2,342.53 | ||||||
0310-1-0A |
BUILDING INCIDENTAL | lsp |
0.42 | 0045 | $5608.970000 | $-2,277.94 | ||||||
0315-3-0A |
WIRE, ELECTRICAL | lsp |
0.18 | 0045 | $3699.400000 | $-647.71 | ||||||
0315-2-0A |
WIRE, ELECTRICAL | lsp |
0.18 | 0045 | $2187.840000 | $-383.06 | ||||||
0315-1-0A |
WIRE, ELECTRICAL | lsp |
0.18 | 0045 | $41416.320000 | $-7,251.38 | ||||||
0300-6-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0046 | $13988.510000 | $-25.25 | ||||||
0300-5-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0046 | $12178.420000 | $-21.98 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0046 | $6666.050000 | $-12.03 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0046 | $53334.280000 | $-96.27 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.07 | 0046 | $30759.780000 | $-2,054.29 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.07 | 0046 | $17778.100000 | $-1,187.31 | ||||||
0315-3-0A |
WIRE, ELECTRICAL | lsp |
0.07 | 0046 | $3699.400000 | $-250.40 | ||||||
0315-2-0A |
WIRE, ELECTRICAL | lsp |
0.07 | 0046 | $2187.840000 | $-148.09 | ||||||
0315-1-0A |
WIRE, ELECTRICAL | lsp |
0.07 | 0046 | $41416.320000 | $-2,803.37 | ||||||
0300-6-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0047 | $13988.510000 | $-138.87 | ||||||
0300-5-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0047 | $12178.420000 | $-120.90 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0047 | $6666.050000 | $-66.18 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0047 | $53334.280000 | $-529.48 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0047 | $17778.100000 | $-705.97 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.04 | 0047 | $30759.780000 | $-1,221.47 | ||||||
0300-6-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0048 | $13988.510000 | $-328.24 | ||||||
0300-5-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0048 | $12178.420000 | $-285.77 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0048 | $6666.050000 | $-156.42 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.02 | 0048 | $53334.280000 | $-1,251.49 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0048 | $30759.780000 | $-305.37 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.01 | 0048 | $17778.100000 | $-176.49 | ||||||
0300-6-0A |
STEEL, STRUCTURAL | lsp |
0.05 | 0049 | $13988.510000 | $-744.85 | ||||||
0300-5-0A |
STEEL, STRUCTURAL | lsp |
0.05 | 0049 | $12178.420000 | $-648.47 | ||||||
0300-4-0A |
STEEL, STRUCTURAL | lsp |
0.05 | 0049 | $6666.050000 | $-354.95 | ||||||
0300-3-0A |
STEEL, STRUCTURAL | lsp |
0.05 | 0049 | $53334.280000 | $-2,839.92 | ||||||
0305-5-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0049 | $30759.780000 | $-277.61 | ||||||
0305-4-0A |
STEEL, STRUCTURAL | lsp |
0.00 | 0049 | $17778.100000 | $-160.45 | ||||||
0305-20C |
CONC CUSTOM MIX DES | lsp |
0.00 | 0024 | $189733.900000 | $-189,733.90 | ||||||
0300-10C |
STEEL, STRUCTURAL | LSP |
0.00 | 0045 | $131917.000000 | $-63,491.65 | ||||||
0300-20C |
STEEL, STRUCTURAL | lsp |
0.00 | 0045 | $45113.600000 | $-21,713.18 | ||||||
0305-10C |
STEEL, STRUCTURAL | lsp |
0.00 | 0045 | $131917.000000 | $-54,468.54 | ||||||
0305-30C |
STEEL, STRUCTURAL | lsp |
0.00 | 0045 | $45113.600000 | $-18,627.42 | ||||||
0300-50C |
STEEL, STRUCTURAL | lsp |
0.00 | 0050 | $11569.500000 | -9,887.87 | $-9,887.87 | |||||
0300-51C |
STEEL, STRUCTURAL | lsp |
0.00 | 0050 | $15426.000000 | 0.00 | $0.00 | |||||
0300-52C |
STEEL, STRUCTURAL | lsp |
0.00 | 0050 | $46278.000000 | 0.00 | $0.00 | |||||
0310-10C |
BUILDING INCIDENTAL | lsp |
0.00 | 0050 | $5328.520000 | -2,670.92 | $-2,670.92 | |||||
0315-20C |
WIRE, ELECTRICAL | lsp |
0.00 | 0050 | $2078.450000 | -745.64 | $-745.64 | |||||
0315-21C |
WIRE, ELECTRICAL | lsp |
0.00 | 0050 | $8313.800000 | 0.00 | $0.00 | |||||
0315-30C |
WIRE, ELECTRICAL | lsp |
0.00 | 0050 | $3514.430000 | -1,260.81 | $-1,260.81 | |||||
| SUBTOT | $84,192.02 |
|||||||||||