OffjTThis project funding is: 80% Federal (Bridge Tier 1-2 Maintenance & Preservation and Bridge-HIB Maintenance and Preservation) with anticipated utilization of Turnpike Toll Credits

DEC08'20pii 1:22 RCUD

OffjTDepartmetU nfTnuuporlation

THE STA TE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTA TION

Victoria F. Sheehan William Cass, P.E.Commissioner Assistant Commissioner

His Excellency, Governor Christopher T. Sununu Bureau of Constructionand the Honorable Council October 20, 2020

State House

Concord, New Hampshire 03301

REQUESTED ACTION

1. Authorize the Department of Transportation to enter into a contract with R.S. Audley, Inc. (Vendor154222) of Bow, NH, on the basis of a low bid of $8,388,454.75 for maintenance and preservation work onfive bridges on 1-93 in Manchester and Hooksett. from the date of Governor and Council approval throughOctober 28, 2022, unless extended by the Department in accordance with the Standard Specifications. 100%Federal Funds.

Funding is available in State Fiscal Year 2021, and is contingent upon the availability and continuedappropriation of funds in Fiscal Years 2022 and 2023 as follows, with the ability to adjust encumbrancesthrough the Budget Office between State Fiscal Years if needed and justified:

Funding is available as follows: FY 2021 FY 2022 FY 202304-96-96-963515-3054

Consolidated Federal Aid

400-500870 Highway Contract Payments $3,556,704.82 $3,623,812.44 $1,207,937.49

2. Further authorize that a contingency in the amount of $503,307.29 be approved for payment of latentconditions, which may appear during the construction of the project. The contingency requested is 6% of thecontract amount.

Funding is available as follows: FY 2020 FY 2021 FY 202304-96-96-963515-3054

Consolidated Federal Aid

400-500870 Highway Contract Payments $503,307.29

EXPLANATION

This project is part of the State's Ten Year Transportation Improvement Plan, under the Bridge T I -2Maintenance & Preservation and Bridge-HIB Maintenance and Preservation. This project performsmaintenance and preservation work on 5 bridges in: Manchester (127/122,1-93 SB over Stevens Pond;124/119 Viaduct, 1-93 SB over Steven Pond; 1 19/1 15,1-93 over Wellington Rd.; & 102/108, NH 28A over I-93) and Hooksett (095/048, 1-93 SB over US 3/NH 28). Work begins approximately at 1-93 MM 21.3 andextends north approximately 3 miles. Major bridge work consists of removal and replacement of the deckasphalt and membrane, partial and full depth concrete deck repairs, abutment concrete repairs, expansionjoint replacement and select bridge rail repairs. Permanent ITS is also being installed at approximately MM25.8.

Page 2

This work Is intended to extend the bridge service life before full deck replacement is needed.

The proposed contingency amount is 6% of the contract amount. The amount of deck estimated for repair isbased on the condition of the asphalt covering the deck. The full extent of the necessary repairs will not beknown until the deck is exposed by removing the existing asphalt and membrane.'

The Contractor has been prequalified by this Department. The Contract has been approved by the AttorneyGeneral as to form and execution, and the Department has certified that the necessary funds are available andthe bid reasonably conforms to the engineer's estimate in accordance with State procedure. Copies of thefully executed contract are on file at the Secretary of State's Office and the Department of Administrative

Service's Office, and subsequent to Governor and Council approval will be on file at the Department ofTransportation.

This project funding is: 80% Federal (Bridge Tier 1-2 Maintenance & Preservation and Bridge-HIBMaintenance and Preservation) with anticipated utilization of Turnpike Toll Credits for the State's 20%match, effectively using 100% Federal Funds.

A copy of the Tabulation of Bids received for this project is attached along with the Contract SupplementalSheet and a map indicating the location of the project.

Your approval of this resolution is respectfully requested.

Sincerely,

Victoria F. Sheehan

Commissioner

VFS/pcj

Department Estimate: $8,928,852.65Contract Amount: $8.388.454.75

Under Estimate: $ 540,758.00

Attachments

>4Me.■H/ ABC Bid Data

Department ofTranipertaxionMANCHESTER - HOOKSETT

4147S

X-A004(64S)

PROJECT:

STATE PROJECT NUMBER:

FED. PROJECT NUMBER:

DATE BIDS OPEN:

SCOPE OF WORK:

COMPLETION DATE:

LOCATION:

MANCHESTER - HOOKSETT

41475

X-A004(648)October 08, 2020,2:00Address Preservation needs on 5 bridges in Hooksett & Manchester on and over 1-93SB.

October 28, 2022Hillsborough, Menlmadt

Awarded To:

Amount:

Award Date:

AUDLEY, R. S., INC.1113 ROUTE 3ABOW, NH 03304-4025

$8,388,454.75 Certified by: PETER.E.STAMNASDIrMtar o< Prefad OavatopmM

Summary of Bidders

Contractor Bid Amount Rank

AUDLEY. R. S.. INC.1113 ROUTE 3A, BOW NH 03304-4025

$8,388,454.75

SWETT, E. D. INC.8 INDUSTRIAL PARK DR, CONCORD NH 03301-8512

$9,542,758.00

wedrtesday, October 14,2020Pa9elori7

'ki,7/He.p TP\/

Department of Transportation

ABC Bid Data


41475

X-A004{648)

PME AuoiEv. R. a. nc.

tlltROVTEM

BOW, NH auMjaa

•WETT, E. D. MC.■ mOUSmAL PARKM

COfWOU. MH euot4<ii

Hem No. Deecrtptlon Unit Quantity UnH Pflce Total UnH Price Total Untt Price Total

Items

20XSS2S PORTABLE CHANGEABLE MESSAGE SIGN PLATFORM U 11.00 51.375.00 515.125.00 51.000.n 511,000.00 52.000.00 522.000,X

203.5S2$1 INSTALLATION AND REMOVAL OF SWZ • PORTABLEQUEUE TRAILER PLATFORM

U 2.00 5500.00 51.000.00 51.200.00 52.400.00 51.000,00 52.000,00

206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 10.00 565.00 5650.00 5200.00 52.000.00 5250.00 52.500,00

209.1 GRANULAR BACKFILL CY 22.00 535.00 5770.00 5600.00 513,200.00 5100.00 52.200.00

904.301 CRUSHED GRAVEL CY XOO 575.00 5225.00 5650.00 51,950.00 5110.00 5330.00

403.11043 HBP-t/r WEARING, MM TON 4,600.00 590.00 5414.000.00 5100.00 5460.000.00 596.00 5441.600,00

403.12 HOT BITUMINOUS PAVEMENT. HAND METHOD TON 132.00 5170.00 522.440.00 5140.00 518,480.00 5140.00 518,480,00

403.16 PAVEMENT JOINT ADHESIVE LF 42,700.00 51.00 542.700.00 50.25 510,675.00 50.25 510,675,00

403.19 HBP-TEMPORARY TON 1,500.00 5150.00 5225,000.00 595.00 5142.500.00 590.00 5135.000,00

403.21053 HBP-3/9'. MACHINE METHOD (BRIDGE BASE) TON 1,020.00 5170.00 5173,400.00 5100.00 5102.000.00 5100.00 5102.000,00

403.26 PAVEMENT JOINT ADHESIVE (BRIDGE BASE) LF 18,215.00 50.75 513,861.25 50.25 54,553.75 51.00 518,215.00

410.22 ASPHALT EMULSION FOR TACK COAT GAL 3,600.00 59.50 534,200.00 54.50 516,200.00 54.50 516,200.00

417. COLD PLANING BITUMINOUS SURFACES SY 35.000.00 51.60 563,000.00 52.25 578,750.00 53,00 5105.000,00

417.53 REMOVE AND INLAY EXISTING RUMBLE STRIPS LF 7,950.00 52.50 519.875.00 52.00 515,900.00 5ZOO 515.900,00

502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1.00 5150.000.00 5150,000.00 5250.000.00 5250.000.00 5350.000.00 5350.000.00

502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1.00 $200,000.00 5200,000.00 5375.000,00 5375.000.00 5500.000.00 5500.000.00

502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1.00 5100.000.00 5100,000.00 5147.000,00 5147.000.00 5100.000,00 5100.000,00

502.104 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1.00 575.000.00 575,000.00 5190.000.00 5190.000.00 5150.000.00 5150.000.00

502.105 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1.00 575.000.00 575,000.00 5160.000.00 5160.000.00 5100.000,00 5100.000.00

503.201 COFFERDAMS U 1.00 530.000.00 530,000.00 510.000.00 510.000.00 530.000.00 530.000,00

504.1 COMMON BRIDGE EXCAVATION (F) CY 152.00 545.00 56.840.00 575.00 5ii.4oo.m 560,00 59.120,00

511.0001 CONCRETE BRIDGE DECK PAVEMENT REMOVAL (F) SY 4,100.00 518.00 573,800.00 520,00 582.000.00 515.00 561.500.00

511.0002 CONCRETE BRIDGE DECK PAVEMENT REMOVAL (F) SY 10.2M.OO 518.00 5183,600.00 520.00 5204.000.00 512.50 5127.500.00

511.0003 CONCRETE BRIDGE DECK PAVEMENT REMOVAL (F) SY 1,300.00 518.00 523,400.00 520,00 526,000,00 515.00 519.500.00

Wednesday, October H, 2020

Pa9e2of 17

MeH/

Department o/TYajuportation

ABC Bid Data


41475

X^004<648)

hem No. Description Unit Quantity

PUE AUDIEY. a. t. INCItU ROUTE lA

eew, MM Miea-ieM

•WETT, E. 0, IMC.* MOUSTTEAL PARK DR

COHCORO. MH

Unh Price | Total Unh Prica Tetal Unh Price Total

S11.0004 CONCRETE BRIDGE DECK PAVEMENT REMOVAL (F) SY 1,510.00 318.00 327,180.00 320,00 330,200.00 315.W 322.650.00

511.0005 CONCRETE BRIDGE DECK PAVEMENT REMOVAL (F) SY 1,330.00 318.00 323,940.00 320,00 326,600.00 315,00 319.950.00

511.02 PREPARATION FOR PARTIAL DEPTH CONCRETE BRIDGEDECK REPAIRS

SY 1.465.00 3400.00 3586,000.00 3350,00 3512.750.00 3300,00 3439.500.00

511.03 PREPARATION FOR FULL DEPTH CONCRETE BRIDGE

DECK REPAIRS

SY 560.00 3600.W 3396,000.00 3860,00 3567.600.00 3400,00 3264,000.00

512.0201 PREPARATION FOR CONCRETE REPAIRS. CLASS H SY 55.00 31,000.00 355.000,00 31,200,00 366,000,00 3850,00 346,750.00

512.0202 PREPARATION FOR CONCRETE REPAIRS. CLASS D SY 5.00 31,000.00 35,000,00 31,500,00 37.500,00 3550,00 32,750.00

512.0203 PREPARATION FOR CONCRETE REPAIRS. CLASS B SY 5.00 31,000.00 35,000.00 31,500,ra 37.500.00 3550,00 32.750.00

512.0204 PREPARATION FOR CONCRETE REPAIRS. CLASS D SY 5.00 31.000.00 35,000.00 31.S00,» 37.500.00 3550,00 32.750.00

512.0205 PREPARATION FOR CONCRETE REPAIRS. CLASS B SY 10.00 31.000.00 310.000,00 3i.soo,n 315.000.00 3550,00 35.500.00

520.01 CONCRETE CLASS AA CY 166.00 31.000.00 3166.000.00 3550.00 391.300.00 3900.00 3149,400.00

520.0201 CONCRETE CLASS AA. ABOVE FOOTINGS CY 352.00 31.600.00 3563.200,00 31,500.W 3528.000,00 31.500.00 3528,000.00

520.02012 CONCRETE CLASS AA, ABOVE FOOTINGS(ABUTIWALLIPIER REPAIR)

CY 17.00 31.600,00 327.200,00 31,200.00 320.400,00 32.000,00 334,000.00

520.02013 CONCRETE CLASS AA. ABOVE FOOTINGS (FUU DECKREPAIR)

CY 140.00 31.600,00 3224.000,00 32.000.00 3280.000,00 32.000.00 3280,000.00

534.3 WATER REPELLENT (SILANE/SILOXANE) GAL 245.00 365.00 320.825,00 3100.00 324.500.00 375.00 318,375.00

53S.6 BARRIER MEMBRANE. HEAT WELDED • MACHINEMETHOD (F)

SY 17,915.00 320.00 3358.300,00 314.00 32S0.810,m 316.00 3286,640.00

540.511 GALVANIC CORROSION PROTECTION SYSTEM

(DISTRlBLnED ANODES)LF 1,474.00 340,00 358.660,00 340.00 358.960,00 340.00 358,960.00

540.512 GALVANIC CORROSION PROTECTION SYSTEM

(DISCRETE ANODES)EA 7,730.00 320,00 3154.600,00 325.00 3193.250,00 322.00 3170,060.00

541.6 PVC WATERSTOPS. NH TYPE 5 (F) LF 606.00 318,00 310.944,00 310,00 36.080,00 310.00 36,080.00

544.2 REINFORCING STEEL, EPOXY COATED (F) LB 54.761.00 3^00 3109.502.00 32.00 3109.502.00 32.00 3109,502.00

544.21 RDNFORCING STEEL, EPOXY COATED, MECHANICALCONNECTORS (F)

LB 4,365.00 35,00 321.825,00 34.60 320.079,00 35.00 321,825.00

550.191 TEMPORARY GIRDER SUPPORT SYSTEM U 1.00 315.000,00 315.000,00 31,500,00 31.500,00 350.000.00 350.000.00

559.4101 ASPHALTIC PLUG FOR CRACK CONTROL |F) LF 92.00 3100.00 39.200.00 3100,00 39.200.00 3115.00 310.560.00

559.4102 ASPHALTIC PLUG FOR CRACK CONTROL (F) LF 89.00 3100.00 38.900.00 3100,00 38.900.00 3115.00 310.235.00

560.1001 PREFABRICATED COMPRESSION SEAL EXPANSIONJOINT (F)

LF 6X00 3700.00 344,im.00 3600,00 337,800.00 3600.00 337.800.00

560.1002 PREFABRICATED COMPRESSION SEAL EXPANSIONJOINT (F)

LF 6X00 3700.00 344,100.00 3600,00 337,800.00 3600.00 337.800,00

Wednesciay. October 14, 2020

Page 3 of 17

He,H ire/


ABC Bid Data

MANCHESTER • HOOKSETT

41475

X-A004<648)

Item No. De»crtpUon Unit Ouentity

PME aUDLEY. R. a. INC.1111 ROVTE M

aow, HH «u4ua2i

aWETT. E. 0. INCI WOUaTRAL MRK CM

CONCORD. NHeU*14(11

Unit Priet Total UnltPrlct Total Unit Pr1c4 Total

K0.1003 PREFABRICATEO COMPRESSION SEAL EXPANSION

JOINT (F)LF 102.00 5700.00 571.400.00 5600.00 561.200.M 5SX.X 551.0X.X

560.1004 PREFABRICATED COMPRESSION SEAL EXPANSION

JOINT (F)LF 63.00 S700.X 544.100.00 5600.00 537.800.x S6X.X 537.6X.X

561.1001 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 63.00 5700.00 544.100.00 5700.00 S44.1X.X 56S0.X 540.9S0.X

561.1002 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 63.00 5700.00 544.100.00 5700.x 544.1X.X 56X.X 540.850.x

561.1003 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 92.00 5700.00 564.400.00 5700.x 564.4X.X 56X.X 5S5.2X.X

561.1004 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 83.00 5700.00 558.100.00 5700.x 558.1X.X S6X.X 549.6X.X

561.1005 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 74.00 5700.00 551.800.00 57X.X 551.8X.X 56X.X 544.4X.X

561.1006 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 65.00 5700.00 545.500.00 5700.x 545.5X.X 56S0.X 542.250.x

661.1007 PREFABRICATED STRIP SEAL EXPANSION JOINT (F) LF 96.00 5700.00 567.200.00 S700.X $67.3X.X S6X.X 557.6X.X

561.1008 PREFABRICATEO STRIP SEAL EXPANSION JOINT (F) LF 93.00 5700.00 565.100.00 5700.x 56S.1X.X S6X.X 5S5.6X.X

561.1201 PREFABRICATED STRIP SEAL EXPANSION JOINT Wf

PLOW PLATES |F)LF 64.00 51.200.W 576.800.00 51.S00.X 596.0X.X 51.2X.X 57S.6X.X

561.1202 PREFABRICATED STRIP SEAL EXPANSION JOINT WfPLOW PLATES (F)

LF 66.00 51.200.00 579.200.00 51.500.x 596.0X.X 51.2X.X 579.2X.X

562.1 SlUCONE JOINT SEALANT (F) LF 530.00 525.00 513.250.00 53S.X 518.550.x 52.50 51,325.x

563.001 BRIDGE RAIL ANCHORAGE EA 12.00 52SO.W 53.000.00 57m.X S8,4X.X 54X.X 54,8X.X

563.02 STEEL POST ASSEMBLY FOR T2 RAIL EA 29.00 5750.00 521.750.00 51.1X.X 531.9X.X 5SX.X 523.2X.X

563.073 ALUMINUM POST ASSEMBLY FOR F RAIL (3-BAR) EA 6.00 5750.00 54.500.00 51.200.x 57.2X.X 58X.X 54.8X.X

563.81 REHABILITATTON OF BRIDGE RAIL LF 112.00 51.200.00 5134.400.00 S225.X 525.2X.X 52X.X 52B.0X.X

565.802 ADJUSTING BRIDGE APPROACH RAIL U 2.00 5800.00 51.600.00 53.500.x 57,OX.X 54.0X.X 58,0X.X

565.92 BRIDGE APPROACH RAIL, ASYMMETRICAL THRIE BEAMTRANSITION (STEEL POSTS)

U 1.00 53.250.00 53.250.00 51.000.x 51.0X.X 51.0X.X 51.0X.X

606.0122 W8X9 STEEL POST ASSEM8UES FOR BEAM GUARDRAILPOSTS

EA 66.00 530.00 51.680.00 5110.x 57.2X.X 5125.x 58.2X.X

606.127 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) (STEELPOST)

U 1.00 51.000.00 51.000.00 51.500.x 51.5X.X 51.5X.X 51.5X.X

606.34202 SINGLE FACED ASYMMETRICAL TRANSITION RAIL.

RIGHT (STEEL POST)U 1.00 51.500.W 51.500.00 5900.x 59X.X 51.0X.X 51.0X.X

606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 1.350.00 530.00 540.500.W 542.x 556.7X.X 545.x 5X.7X.X

606.41741 PORTABLE CONCRETE BARRIER FOR TTTAFFIC CONTROL• BRIDGE

LF 1,660.00 560.00 599.600.00 546.x 577.1X,X S60.X 599.6X.X

606.91 RESETTING OR SETTING GUARDRAIL LF 375.00 564.00 524.000.00 545.x 516.675.x 5X.X 51B.7X.X

Wednesday, October 14,2020

Page 4 of 17

H/

Department ofTtansportation

ABC Bid Data


41475

X^004<&48)

Kern No. Deactlption Unit Quantity

PME AUOCEY. K a. INC.IIUROirTEM

BOW. HH SUBMU

awcTT. e. D. INC.«INOUSTDUl PMK 0*

CONCORD. HN MMt.U11

Unit Price TOUl UnH Price Total Unit Price Total

S0$.9S22 TEMP. IMPACT ATTENUATION DEVICE

(NONÊDIRECTTVE) TEST LEVEL 2U 2.00 58.000.00 516,000.00 54.200.00 58.400.00 55.000.x 510.0X.X

SOS.9523 TEMP. IMPACT ATTENUATION DEVICE

(NONÊDIRECTTVE) TEST LEVEL 3U XOO $8,000.00 524.000.00 5S.500.00 516.500.00 57.5X.X 522.5X.X

607.996 TEMPORARY CHAIN UNK PENCE. 6* HIGH LF 450.00 550.00 $22,500.00 515.00 56.750.00 51X.X 545.0X.X

608.12 r BfTUMINOUS SIDEWALK (F) SY 50.00 $75.00 $3,750.00 550.00 52.500.00 5X.X S2.5X.X

608.28 8- CONCRETE SIDEWALK (F) 8Y 1.200.00 575.00 590.000.00 560.00 572,000.00 5X.X S96.0X.X

609.01 STRAIGHT GRANITE CURB LF 360.00 550.00 518.000.00 525.00 59.000.00 525.x 59.0X.X

609.21 STRAIGHT GRANITE SLOPE CURB LF 440.00 535.00 515.400.00 S2ZOO 59.680.00 522.x 59.6X.X

609.23 CURVED GRANITE SLOPE CURB LF 5.00 5110.00 5550.00 590.00 5450.00 5X.X $450.X

609.6 RESET GRANITE CURB LF 80.00 580.00 56.400.00 515.00 51.200.00 515.x 51.2X.X

609.56 RESET GRANITE CURB (BRIDGE) LF 192.00 580.00 515,360.00 550.00 59.600.00 5X.X S11.520.X

614.523 MOLDED PULL BOX irX30" EA 1.00 5650.00 5650.00 5890.n 5890.00 5885.x 588S.X

614.72114 r PVC CONDUIT. SCHEDULE 40 LF 10.00 518.00 5180.00 535.00 $350.00 535.x 5350.x

614.73114 3- PVC CONDUIT. SCHEDULE 40 LF 100.00 522.00 52.200.00 550.00 55.000.00 54S.X 54.5X.X

615.02201 TRAFRC SIGN TYPE B. BREAKAWAY MOUNTS SF 60.00 5250.00 520.000.00 5114.00 59.120.00 5115.x 59.2X.X

615.023 REMOVING TRAFFIC SIGN TYPE B U 2.00 5370.00 5740.00 5170.00 5340.00 5175.x 5350.x

616.1711 PORTABLE TRAFFIC SIGNAL (PTS) SYSTEM (MONTH) MON 4.00 57.000.00 528.000.00 56.000.00 $24,000.00 S1S.0X.X 5X.0X.X

616.19101 ALTERATIONS TO TRAFRC SIGNALS U 1.00 52.500.00 52.500.00 52.500.00 52.500.00 56.0X.X 56.0X.X

616.19102 ALTERATIONS TO TRAFRC SIGNALS U 1.00 $5,000.00 55.000.00 $2,800.00 52.800.00 5B.0X.X 56.0X.X

616.19103 ALTERATIONS TO TRAFRC »GNALS U 1.00 52.500.00 52.500.00 52.350.00 52.350.00 56.0X.X S6.0X.X

616.19104 ALTERATIONS TO TRAFRC SIGNALS U 1.00 52.500.00 52.500.00 $2,300.00 52.300.00 56.0X.X 56.0X.X

616.95 INSTALL TRAFRC STUDY EQUIPMENT U 1.00 525.000.00 $25,000.00 510.000.n 510.000.00 510.0X.X S10.0X.X

616.61 UNIFORMED OFFICERS WITH VEHICLE 5 1.00 5300.000.00 5300.000.00 5300.000.00 5300.000.00 53X.OX.X 53X.0X.X

618.7 FLAQGERS KR 500.00 534.65 517.325.00 536.00 518.000.00 545.x $22.5X.X

619.1 MAINTENANCE OF TRAFRC U 1.00 5250.000.00 5250.000.00 5130.000.00 5130.000.00 5750.0X.X 5750.0X.X

619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6.00 56.500.00 539.000.00 510.000.00 560.000.00 515.0X.X 5X.0X.X

619.279 AUTOMATED TRAILER-MOUNTED SPEED LIMIT SIGN U 2.00 510.000.00 520.000.00 59.SO0.00 519.000.00 515.0X.X SX.OX.X

Wednesday, October M, 2020

Pages 0(17

■klireH/


ABC Bid Data


41475

X-A004<648)

Item No. Description Unit Quantity

SUE AUOIEV, R. t. INC.tlU ROUTE M

aCm. HH eUM-ttU

awETT. E.D. TNC.1 iHOusnaAL RAM M

COMCORO. NH esiei4Sti

UnH Price Total UnK Price Total Unit Price Total

619.M2 WORK ZONE ITS OPERATIONAL COSTS (WINTER) MON 4.00 S4S0.00 61.600.00 6700.00 62.800.00 6700.00 63800.00

619.S03 WORK ZONE ITS OPERATIONAL COSTS (SUMMER) MON 8.00 S900.W 67.200.00 61.100.00 68.800.00 61.100.00 68.800.00

619.S1 PORTABLE QUEUE TRAILER / SENSOR (POT) MON 144.00 3645.W 692.880.00 S515.W 674.160.00 6515.00* 674.160.00

619.62 PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) MON 216.00 6885.00 6186.840.00 6675.00 6145.800.00 6695.00 6150.120.00

619.64 MOBILE VIDEO TRAILER WITH PAN TILT ZOOM (PTZ) MON 72.00 61.200.00 686.400.00 61.100.00 679.200.00 61.025.00 673.600.00

619.63 TRUCK440UNTED IMPACT ATTENUATOR, TEST LEVEL 3 U 2.00 65,000.00 610.000.00 645.000.00 690.000.00 625.000.00 650.000.00

619.91 RELOCATE WORK ZONE ITS DEVICE u 6.00 6400.00 62.000.00 6250.00 61.250.00 6250.00 61.250.00

621.31 SINGLE DEUNEATOR WITH POST EA 10.00 650.00 6500.00 665.00 6650.00 665.00 6650.00

628.2 SAWED BITUMINOUS PAVEMENT LF 1.847.00 63.50 66.464.50 62.00 63.694.00 63.00 65.541.00

632.0104 RETROREFLECnVE PAINT PAVE. MARKING, 4' UNE LF 9.240.00 60.30 62.772.00 60.25 62.310.00 60.25 63310.00

632.0106 RETR0REFLECT1VE PAINT PAVE. MARKING. 6" UNE LF 131,380.00 - 60.26 634.158.80 60.25 632.845.00 60.25 632.845.00

632.0112 RETROREFLECTTVE PAINT PAVE. MARKING, ir UNE LF 10,210.00 60.26 62.654.60 60.35 63.573.50 61.00 610.210.00

632.1104 PREFORMED RETROREFLECTTVE TAPE, TYPE 1(REMOVABLE) 4* UNE

LF 6.660.00 62.20 612.452.00 6ZOO 611.320.00 62.00 611.320.00

632.1106 PREFORMED RETROREFLECTIVE TAPE, TYPE 1(REMOVABLE) 6" UNE

LF 28,230.00 62.50 670.575.00 SZ95 683.278.50 62.50 670.575.00

632.1112 PREFORMED RETROREFLECTIVE TAPE, TYPE 1(REMOVABLE) 12* UNE

LF 4,110.00 63.25 613.357.50 65.95 624.454.50 65.00 620.550.00

632.1116 PREFORMED RETROREFLECTIVE TAPE, TYPE 1(REMOVABLE) 18* UNE

LF 30.00 64.30 6129.00 610.00 6300.00 610.00 6300.00

632.1304 BLACKOUT PAVEMENT MARKING TAPE, TYPE 1(REMOVABLE). 4* UNE

LF 9,710.00 62.25 621.847.50 6ZS0 624.275.00 6Z50 624.275.00

632.1306 BLACKOUT PAVEMENT MARKING TAPE, TYPE 1(REMOVABLE). 6' UNE

LF 440.00 63.00 61.320.00 63.75 61.650.00 63.00 61.320.00

632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING. 6'UNE

LF 1,790.00 64.00 67.160.00 SZOO 63.560.00 62.00 63.580.00

632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING. irUNE

LF 3,960.00 66.00 623.700.00 65.00 619.750.00 65.00 619.750.00

632.911 OBUTERATE PAVE. MARKING UNE, ̂ T WIDE A UNDER LF 106,690.00 60.70 674.683.00 60.55 658.679.50 60.50 653.345.00

646.512 COMPOST SOCK FOR PERIMETER BERM LF 1,386.00 6S.X 66.925.00 65.50 67.617.50 67.00 69.695.00

646.631 SILT FENCE 1,426.00 64.50 66.412.50 6300 64.275.00 65.00 67.125.00

646.31 TURF ESTABUSHMENT WITH MULCH AND TACKIFTERS SY 13,060.00 64.50 658.725.00 60.75 69.787.50 63.00 639.150.00

647.1 HUMUS CY 730.00 650.00 636.500.00 632.00 623.360.00 625.00 618.250.00

Wednesday. October 14.2020PageOof 17

H/

Department ofTnauportation

ABC Bid Data


41475

X-A004<648)

Item No. Description Unit Quantity

esae auoirr. a. s. inc.iniRoure JA

BOW. NH MMAAtU -

SWCTT. E. 0. INC.■ Mousnau. eaitKM

CONCORD. NHeueiîn

Unit Price Total Unit Price Total UnR Price Total

670.04(01 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1.00 530.000.00 5X.0X.X S38.0X.X 538.0X.X 5X.0X.X 5X.0X.X

670.04(02 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1.00 550.000.00 550.0X.X 5S5.0X.X 5SS.0X.X 5X.0X.X 5X.0X.X

(70.04(03 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1.00 510.000.00 510.0X.X 517.0X.ro 517.0X.X 525.0X.X S25.0X.X

(70.104 TEMPORARY PORTABLE UGHTINO U 4.00 510.000.00 540.0X.X 5io.ox.ro 540.0X.X 510.0X.X 540.0X.X

(77.41001 CLOSED CIRCUIT TELEVISION (CCTV) SYSTEMFOUNDATION

U 1.00 525.000.00 S25.0X.X 517.5X.ro 517.5X.X S2S.0X.X 52S.0X.X

677.4101 CCTV SYSTEM U 1.00 560.000.00 5X.0X.X 545.0X.ro 545.0X.X 550.0X.X 550.0X.X

676.71 RESET IMPACT ATTENUATION DEVICE U 1.00 525.000.x S2S.0X.X 5io.ox.ro 510.0X.X 512.0X.X 512.0X.X

692. MOBIUZATtON U 1.00 5753.249.x 5753.249.x S185.0X.ro 5185.0X.X 59X.0X.X 59X.0X.X

669. ON-TKE-JOB TRAINING OF UNSKILLED WORKERS 5 1.00 $600,00 56X.X 56X.ro 56X.X 56X.X 56X.X

697.41 CRITICAL PATH METHOD (CPM) ELECTRONICSCHEDULE

U 1.00 54.0X.X 54.0X.X 52.0X.ro 52.0X.X 510.0X.X 510.0X.X

(96.12 FIELD OFRCE TYPE B MON 20.00 52.0X.X 540.0X.X 52.SX.ro 5S0.0X.X 55.0X.X siro.ox.x

(99. MISCELLANEOUS TEMPORARY EROSION AND

SEDIMENT CONTROL

5 25,000.00 S1.X 52S.0X.X 51.00 525.0X.X 51.x 525.0X.X

1002.11 REPAIRS OR REPLACEMENTS AS NEEDED • BRIDGE

STRUCTURES

5 20,000.00 S1.X 520.0X.X 51.00 520.0X.X 51.x 520.0X.X


STRUCTURES

5 20,000.00 51.x S20.0X.X 51.00 520.0X.X 51.x 520.0X.X


STRUCTURES

5 20,000.00 51.x 520.0X.X 51.00 S20.0X.X 51.x S20.0X.X


STRUCTURES

5 20,000.00 51.x 520.0X.X 51.00 520.0X.X 51.x 520.0X.X

1002.1S REPAIRS OR REPLACEMENTS AS NEEDED - BRIDGE

STRUCTURES

5 20,000.00 51.x 520.0X.X 51.00 520.0X.X 51.x 520.0X.X

100S.261 ALTERATIONS AND ADDITIONS AS NEEDED •

TEMPORARY PEDESTRIAN ACCOMMODATIONS

5 5,000.00 51.x 55.0X.X 51.00 5S.0X.X 51.x 5S.0X.X

1008.946 ALTERATIONS AND ADOmONS AS NEEDED. MVDS

EQUIPMENT (SUPPLY TO DEPARTMENT)5 8,000.00 51.x 56.0X.X 51.00 se.ox.x 51.x 58.0X.X

1006.951 ALTERATIONS AND ADDmONS AS NEEDED • ITS

CABINET EQUIPMENT (SUPPLY TO DEPARTMENT)5 7.(00.00 51.x 57.5X.X 51.00 57.SX.X 51.x 57.SX.X

1010.15 FUEL ADJUSTMENT 5 70,000.00 51.x 570.0X.X 5i.ro 570.0X.X 51.x 570.0X.X

1010.2 ASPHALT CEMENT ADJUSTMENT S 25,000.00 51.x S2S.0X.X 5i.ro 52S.0X.X 51.x 525.0X.X

Totals: 56,928.952.(5 | 56.366,454.75 59.542.76S.X

AIL Totals: 1

Totals: 56,928,952.65 | 56,366.454.76 | 59.642.766.m

Wednesday, October 14, 2020PageTofl?

DcnrDepartment of Transportalion

PS&E Comparison


41475

X.A004(648)

A-Bidder

Item No. Description Unit Quantity Unit Price Total Unit Price Total A-PS&E Difference

Items

203.5525PORTABLE CHANGEABLE MESSAGE SIGN

PLATFORMu 11.00 $1,000.00 $11,000.00 $1,375.00 $15,125.00 ($4,125.00)

203.55261INSTALLATION AND REMOVAL OF SWZ -

PORTABLE

QUEUE TRAILER PLATFORM

u 2.00 $1,200.00 $2,400.00 $500.00 $1,000.00 $1,400.00

206.19COMMON STRUCTURE EXCAVATION

EXPLORATORYCY 10.00 $200.00 $2,000.00 $65.00 $650.00 $1,350.00

209.1 GRANULAR BACKFILL CY 22.00 $600.00 $13,200.00 $35.00 $770.00 $12,430.00

304.301 CRUSHED GRAVEL CY 3.00 $650.00 $1,950.00 $75.00 $225.00 $1,725.00

403.11043 HBP-1/2- WEARING. MM TON 4,600.00 $100.00 $460,000.00 $90.00 $414,000.00 $46,000.00

403.12 HOT BITUMINOUS PAVEMENT. HAND METHOD TON 132.00 $140.00 $18,480.00 $170.00 $22,440.00 ($3,960.00)

403.16 PAVEMENT JOINT ADHESIVE LF 42,700.00 $0.25 $10,675.00 $1.00 $42,700.00 ($32,025.00)

403.19 HBP-TEMPORARY TON 1,500.00 $95.00 $142,500.00 $150.00 $225,000.00 ($82,500.00)

403.21053 HBP-3/8". MACHINE METHOD (BRIDGE BASE) TON 1,020.00 $100.00 $102,000.00 $170.00 $173,400.00 ($71,400.00)

403.26 PAVEMENT JOINT ADHESIVE (BRIDGE BASE) LF 18,215.00 $0.25 K553.75 $0.75 $13,661.25 ($9,107.50)

410.22 ASPHALT EMULSION FOR TACK COAT GAL 3,600.00 $4.50 $16,200.00 $9.50 $34,200.00 ($18,000.00)

417. COLD PLANING BITUMINOUS SURFACES SY 35,000.00 $2.25 $78,750.00 $1.80 $63,000.00 $15,750.00

417.53REMOVE AND INLAY EXISTING RUMBLE

STRIPSLF 7,950.00 $2.00 $15,900.00 $2.50 $19,875.00 ($3,975.00)

Wednesday, October 14, 2020 Page 8 of 17

Departmmt ofTransportation

PS&E Comparison


41475

X-A004(648)

A-Bidder


502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1.00 $250,000.00 $250,000.00 $150,000.00 $150,000.00 $100,000.00

502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE u 1.00 $375,000.00 $375,000.00 $200,000.00 $200,000.00 $175,000.00




503.201 COFFERDAMS u 1.00 $10,000.00 $10,000.00 $30,000.00 $30,000.00 ($20,000.00)

504.1 COMMON BRIDGE EXCAVATION (F) CY 152.00 $75.00 $11,400.00 $45.00 $6,840.00 $4,560.00

511.0001CONCRETE BRIDGE DECK PAVEMENT

REMOVAL (F)SY 4.100.00 $20.00 $82,000.00 $18.00 $73,800.00 $8,200.00


REMOVAL (F) SY 10.200.00 $20.00 $204,000.00 $18.00 $183,600.00 $20,400.00


REMOVAL (F)SY 1.300.00 $20.00 $26,000.00 $18.00 $23,400.00 $2,600.00


REMOVAL (F)SY 1,510.00 $20.00 $30,200.00 $18.00 $27,180.00 $3,020.00


REMOVAL (F) SY 1.330.00 $20.00 $26,600.00 $18.00 $23,940.00 $2,660.00

511.02PREPARATION FOR PARTIAL DEPTH

CONCRETE BRIDGE

DECK REPAIRS

SY 1,465.00 $350.00 $512,750.00 $400.00 $586,000.00 ($73,250.00)

511.03PREPARATION FOR FULL DEPTH CONCRETE

BRIDGE

DECK REPAIRS

SY 660.00 $860.00 $567,600.00 $600.00 $396,000.00 $171,600.00

512.0201PREPARATION FOR CONCRETE REPAIRS.CLASS 11

SY 55.00 $1,200.00 $66,000.00 $1,000.00 $55,000.00 $11,000.00

512.0202PREPARATION FOR CONCRETE REPAIRS.CLASS II

SY 5.00 $1,500.00 $7,500.00 $1,000.00 $5,000.00 $2,500.00


/ên/


PS&E Comparison


41475

X.A004(648)

TBraae?


512.0203PREPARATION FOR CONCRETE REPAIRS.CLASS n

SY 5.00 $1,500.00 $7,500.00 $1,000.00 $5,000.00 $2,500.00

512.0204PREPARATION FOR CONCRETE REPAIRS,CLASS II

SY 5.00 $1,500.00 $7,500.00 $1,000.00 $5,000.00 $2,500.00

512.0205PREPARATION FOR CONCRETE REPAIRS,CLASS II

SY 10.00 $1,500.00 $15,000.00 $1,000.00 $10,000.00 $5,000.00

520.01 CONCRETE CLASS AA CY 166.00 $550.00 $91,300.00 $1,000.00 $166,000.00 ($74,700.00)

520.0201 CONCRETE CLASS AA. ABOVE FOOTINGS CY 352.00 $1,500.00 $528,000.00 $1,600.00 $563,200.00 ($35,200.00)

520.02012 CONCRETE CLASS AA. ABOVE FOOTINGS

{ABUTANALL/PIER REPAIR)CY 17.00 $1,200.00 $20,400.00 $1,600.00 $27,200.00 ($6,800.00)

520.02013CONCRETE CLASS AA. ABOVE FOOTINGS

(FULL DECKREPAIR)

CY 140.00 $2,000.00 $280,000.00 $1,600.00 $224,000.00 $56,000.00

534.3 WATER REPELLENT (SILANE/SILOXANE) GAL 245.00 $100.00 $24,500.00 $85.00 $20,825.00 $3,675.00

538.6BARRIER MEMBRANE. HEAT WELDED -

MACHINE

METHOD (F)

SY 17.915.00 $14.00 $250,810.00 $20.00 $358,300.00 ($107,490.00)

540.511GALVANIC CORROSION PROTECTION

SYSTEM

(DISTRIBUTED ANODES)

LF 1,474.00 $40.00 $58,960.00 $40.00 $58,960.00 $0.00

540.512GALVANIC CORROSION PROTECTION

SYSTEM

(DISCRETE ANODES)

EA 7,730.00 $25.00 $193,250.00 $20.00 $154,600.00 $38,650.00

541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 608.00 $10.00 $6,080.00 $18.00 $10,944.00 ($4,864.00)

544.2 REINFORCING STEEL. EPOXY COATED (F) LB 54,751.00 $2.00 $109,502.00 $2.00 $109,502.00 $0.00

544.21REINFORCING STEEL. EPOXY COATED.

MECHANICAL

CONNECTORS (F)

LB 4,365.00 $4.60 $20,079.00 $5.00 $21,825.00 ($1,746.00)

550.191 TEMPORARY GIRDER SUPPORT SYSTEM U 1.00 $1,500.00 $1,500.00 $15,000.00 $15,000.00 ($13,500.00)

559.4101 ASPHALTIC PLUG FOR CRACK CONTROL (F) LF 92.00 $100.00 $9,200.00 $100.00 $9,200.00 $0.00


Department ofTransportation

PS&E Comparison


41475

X-A004{648)

A-Bidder mi


559.4102 ASPHALTIC PLUG FOR CRACK CONTROL (F) LF 89.00 $100.00 $8,900.00 $100.00 $8,900.00 $0.00

560.1001PREFABRICATED COMPRESSION SEAL

EXPANSION

JOINT (F)

LF 63.00 $600.00 $37,800.00 $700.00 $44,100.00 ($6,300.00)


EXPANSION

JOINT (F)

LF 63.00 $600.00 $37,800.00 , $700.00 $44,100.00 ($6,300.00)


EXPANSION

JOINT (F)

LF 102.00 $600.00 $61,200.00 $700.00 $71,400.00 ($10,200.00)


EXPANSION

JOINT (R

LF 63.00 $600.00 $37,800.00 $700.00 $44,100.00 ($6,300.00)

561.1001PREFABRICATED STRIP SEAL EXPANSION

JOINT (RLF 63.00 $700.00 $44,100.00 $700.00 $44,100.00 $0.00


JOINT (RLF 63.00 $700.00 $44,100.00 $700.00 $44,100.00 $0.00


JOINT (R LF 92.00 $700.00 $64,400.00 $700.00 $64,400.00 $0.00


JOINT (RLF 83.00 $700.00 $58,100.00 $700.00 $58,100.00 $0.00


JOINT (RLF 74.00 $700.00 $51,800.00 $700.00 $51,800.00 $0.00


JOINT (F)LF 65.00 $700.00 $45,500.00 $700.00 $45,500.00 $0.00


JOINT {R LF 96.00 $700.00 $67,200.00 $700.00 $67,200.00 $0.00


JOINT (F)LF 93.00 $700.00 $65,100.00 $700.00 $65,100.00 $0.00


JOINT W/

PLOW PLATES (R

LF 64.00 $1,500.00 $96,000.00 $1,200.00 $76,800.00 $19,200.00


JOINT W/

PLOW PLATES (F)

LF 66.00 $1,500.00 $99,000.00 $1,200.00 $79,200.00 $19,800.00


Department ofTmnsportation

PS&E Comparison


41475

X.A004(646)

A-Bidder PS&E

Item No. Description Unit Quantity Unit Price Total Unit Price Total A*PS&E Difference

562.1 SILICONE JOINT SEALANT (F) LF 530.00 $35.00 $18,550.00 $25.00 $13,250.00 $5,300.00

563.001 BRIDGE RAIL ANCHORAGE EA 12.00 $700.00 $8,400.00 $250.00 $3,000.00 $5,400.00

563.02 STEEL POST ASSEMBLY FOR T2 RAIL EA 29.00 $1,100.00 $31,900.00 $750.00 $21,750.00 $10,150.00

563.073ALUMINUM POST ASSEMBLY FOR F RAIL (3-BAR) EA 6.00 $1,200.00 $7,200.00 $750.00 $4,500.00 $2,700.00

563.81 REHABILITATION OF BRIDGE RAIL LF 112.00 $225.00 $25,200.00 $1,200.00 $134,400.00 ($109,200.00)

565.802 ADJUSTING BRIDGE APPROACH RAIL U 2.00 $3,500.00 $7,000.00 $800.00 $1,600.00 $5,400.00

565.92BRIDGE APPROACH RAIL. ASYMMETRICAL

THRIE BEAM

TRANSITION (STEEL POSTS)

U 1.00 $1,000.00 $1,000.00 $3,250.00 $3,250.00 ($2,250.00)

606.0122 W6X9 STEEL POST ASSEMBLIES FOR BEAM

GUARDRAIL

POSTS

EA 66.00 $110.00 $7,260.00 $30.00 $1,980.00 $5,280.00

606.127BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2)(STEELPOST)

U 1.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00 $500.00

606.34202 SINGLE FACED ASYMMETRICAL TRANSITION

RAIL.

RIGHT (STEEL POST)

U 1.00 $900.00 $900.00 $1,500.00 $1,500.00 ($600.00)

606.417PORTABLE CONCRETE BARRIER FOR

TRAFFIC CONTROLLF 1,350.00 $42.00 $56,700.00 $30.00 $40,500.00 $16,200.00

606.41741PORTABLE CONCRETE BARRIER FOR

TRAFFIC CONTROL

- BRIDGE

LF 1,66'0.00 $46.50. $77,190.00 $60.00 $99,600.00 ($22,410.00)

606.91 RESETTING OR SETTING GUARDRAIL LF 375.00 $45.00 $16,875.00 $64.00 $24,000.00 ($7,125.00)

606.9522 TEMP. IMPACT ATTENUATION DEVICE

(NON-REDIRECTIVE) TEST LEVEL 2U 2.00 $4,200.00 $8,400.00 $8,000.00 $16,000.00 ($7,600.00)

606.9523 TEMP. IMPACT ATTENUATION DEVICE

(NON-REDIRECTfVE) TEST LEVEL 3U 3.00 $5,500.00 $16,500.00 $8,000.00 $24,000.00 ($7,500.00)

607.996 TEMPORARY CHAIN LINK FENCE. 6' HIGH LF 450.00 $15.00 $6,750.00 $50.00 $22,500.00 ($15,750.00)



PS&E Comparison


41475

X-A004(548)

A-Bidder PSSi-


608.12 2" BITUMINOUS SIDEWALK (F) SY 50.00 $50.00 $2,500.00 $75.00 $3,750.00 ($1,250.00)

608.28 8" CONCRETE SIDEWALK (F) BY 1,200.00 $60.00 $72,000.00 $75.00 $90,000.00 ($18,000.00)

609.01 STRAIGHT GRANITE CURB LF 360.00 $25.00 $9,000.00 $50.00 $18,000.00 ($9,000.00)

609.21 STRAIGHT GRANITE SLOPE CURB LF 440.00 $22.00 $9,680.00 $35.00 $15,400.00 ($5,720.00)

609.23 CURVED GRANITE SLOPE CURB LF 5.00 $90.00 $450.00 $110.00 $550.00 ($100.00)

609.5 RESET GRANITE CURB LF 80.00 $15.00 $1,200.00 $80.00 $6,400.00 ($5,200.00)

609.55 RESET GRANITE CURB (BRIDGE) LF 192.00 $50.00 $9,600.00 $80.00 $15,360.00 ($5,760.00)

614.523 MOLDED PULL BOX 17-X30" EA 1.00 $890.00 $890.00 $650.00 $650.00 $240.00

614.72114 2" PVC CONDUIT. SCHEDULE 40 LF 10.00 $35.00 $350.00 $18.00 $180.00 $170.00

614.73114 3" PVC CONDUIT. SCHEDULE 40 LF 100.00 $50.00 $5,000.00 $22.00 $2,200.00 $2,800.00

615.02201 TRAFFIC SIGN TYPE B. BREAKAWAY MOUNTS SF 80.00 $114.00 $9,120.00 $250.00 $20,000.00 ($10,880.00)

615.023 REMOVING TRAFFIC SIGN TYPE B U 2.00 $170.00 $340.00 $370.00 $740.00 ($400.00)

616.1711PORTABLE TRAFFIC SIGNAL (PTS) SYSTEM(MONTH) MON 4.00 $6,000.00 $24,000.00 $7,000.00 $28,000.00 ($4,000.00)

616.19101 ALTERATIONS TO TRAFFIC SIGNALS U 1.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $0.00

616.19102 ALTERATIONS TO TRAFFIC SIGNALS U 1.00 $2,800.00 $2,800.00 $5,000.00 $5,000.00 ($2,200.00)

616.19103 ALTERATIONS TO TRAFFIC SIGNALS U 1.00 $2,350.00 $2,350.00 $2,500.00 $2,500.00 ($150.00)

616.19104 ALTERATIONS TO TRAFFIC SIGNALS U 1.00 $2,300.00 $2,300.00 $2,500.00 $2,500.00 ($200.00) ■


Department ofTransportation

PS&E Comparison


41475

X-A004(648)

A-6idder PSSE


616.95 INSTALL TRAFFIC STUDY EQUIPMENT u 1.00 $10,000.00 $10,000.00 $25,000.00 $25,000.00 ($15,000.00)

618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1.00 $300,000.00 $300,000.00 $300,000.00 $300,000.00 $0.00

618.7 FLAGGERS HR 500.00 $36.00 $18,000.00 $34.65 $17,325.00 $675.00

619.1 MAINTENANCE OF TRAFFIC U 1.00 $130,000.00 $130,000.00 $250,000.00 $250,000.00 ($120,000.00)

619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6.00 $10,000.00 $60,000.00 $6,500.00 $39,000.00 $21,000.00

619.279AUTOMATED TRAILER-MOUNTED SPEED

LIMIT SIGNU 2.00 $9,500.00 $19,000.00 $10,000.00 $20,000.00 ($1,000.00)

619.502WORK ZONE ITS OPERATIONAL COSTS

(WINTER) MON 4.00 $700.00 $2,800.00 $450.00 $1,800.00 $1,000.00

619.503WORK ZONE ITS OPERATIONAL COSTS

(SUMMER)MON 8.00 $1,100.00 $8,800.00 $900.00 $7,200.00 $1,600.00

619.51 PORTABLE QUEUE TRAILER / SENSOR (POT) MON 144.00 $515.00 $74,160.00 $645.00 $92,880.00 ($18,720.00)

619.52PORTABLE CHANGEABLE MESSAGE SIGN

(PCMS) MON 216.00 $675.00 $145,800.00 $865.00 $186,840.00 ($41,040.00)

619.54MOBILE VIDEO TRAILER WITH PAN TILT ZOOM

(PTZ)MON 72.00 $1,100.00 $79,200.00 $1,200.00 $86,400.00 ($7,200.00)

619.63TRUCK-MOUNTED IMPACT ATTENUATOR.TEST LEVEL 3

U 2.00 $45,000.00 $90,000.00 $5,000.00 $10,000.00 $80,000.00

619.91 RELOCATE WORK ZONE ITS DEVICE U 5.00 $250.00 $1,250.00 $400.00 $2,000.00 ($750.00)

621.31 SINGLE DELINEATOR WITH POST EA . 10.00 $65.00 $650.00 $50.00 $500.00 $150.00

628.2 SAWED BITUMINOUS PAVEMENT LF 1,847.00 $2.00 $3,694.00 $3.50 $6,464.50 ($2,770.50)

632.0104RETROREFLECTIVE PAINT PAVE. MARKING. 4"LINE

LF 9,240.00 $0.25 $2,310.00 $0.30 $2,772.00 ($462.00)

632.0106RETROREFLECTIVE PAINT PAVE. MARKING. 6"LINE

LF 131,380.00 $0.25 $32,845.00 $0.26 $34,158.80 ($1,313.80)


DtjTDepartment ofTransportation

PS&E Comparison

MANCHESTER . HOOKSETT

41475

X-A004(648)

A-Bidder PSS?


632.0112RETROREFLECTIVE PAINT PAVE. MARKING.12" LINE

LF 10,210.00 $0.35 $3,573.50 $0.26 $2,654.60 $918.90

632.1104PREFORMED RETROREFLECTIVE TAPE. TYPE1

(REMOVABLE) 4" LINE

LF 5,660.00 $2.00 $11,320.00 $2.20 $12,452.00 ' ($1,132.00)


(REMOVABLE) 6" LINE

LF 28,230.00 $2.95 $83,278.50 $2.50 $70,575.00 $12,703.50


(REMOVABLE) 12" LINE

LF 4,110.00 $5.95 $24,454.50 $3.25 $13,357.50 $11,097.00


(REMOVABLE) 18" LINE

LF 30.00 $10.00 $300.00 $4.30 $129.00 $171.00

632.1304 BLACKOUT PAVEMENT MARKING TAPE. TYPE 1

(REMOVABLE). 4" LINELF 9,710.00 $2.50 $24,275.00 $2.25 $21,847.50 $2,427.50

632.1306 BLACKOUT PAVEMENT MARKING TAPE. TYPE 1(REMOVABLE). 6" LINE

440.00 $3.75 $1,650.00 $3.00 $1,320.00 $330.00

632.3106 RETROREFLECT. THERMOPLAS. PAVE.

MARKING. 6"

LINE

LF 1,790.00 $2.00 $3,580.00 $4.00 $7,160.00 ($3,580.00)

632.3112RETROREFLECT. THERMOPLAS. PAVE.

MARKING. 12"LINE

LF 3,950.00 $5.00 $19,750.00 $6.00 $23,700.00 ($3,950.00)

632.911OBLITERATE PAVE. MARKING LINE. 12" WIDE& UNDER

LF 106,690.00 $0.55 $58,679.50 $0.70 $74,683.00 ($16,003.50)

645.512 COMPOST SOCK FOR PERIMETER BERM LF 1,385.00 $5.50 $7,617.50 $5.00 $6,925.00 $692.50

645.531 SILT FENCE LF 1,425.00 $3.00 $4,275.00 $4.50 $6,412.50 ($2,137.50)

646.31TURF ESTABLISHMENT WITH MULCH AND

TACKIFIERSSY 13,050.00 $0.75 $9,787.50 $4.50 $58,725.00 ($48,937.50)

647.1 HUMUS CY 730.00 $32.00 $23,360.00 $50.00 $36,500.00 ($13,140.00)

670.04601CONSTRUCT AND REMOVE TEMPORARY

WIDENINGU 1.00 $38,000.00 $38,000.00 $30,000.00 $30,000.00 $8,000.00



PS&E Comparison

MANCHESTER ■ HOOKSETT

41475

X-A004(648)

A-Bidder



WIDENINGU 1.00 $55,000.00 $55,000.00 $50,000.00 $50,000.00 $5,000.00


WIDENINGU 1.00 $17,000.00 $17,000.00 $10,000.00 $10,000.00 $7,000.00

670.104 TEMPORARY PORTABLE LIGHTING u 4.00 $10,000.00 $40,000.00 $10,000.00 $40,000.00 $0.00

677.41001CLOSED CIRCUIT TELEVISION (CCTV)SYSTEM

FOUNDATION

u 1.00 $17,500.00 $17,500.00 $25,000.00 $25,000.00 ($7,500.00)

677.4101 CCTV SYSTEM u 1.00 $45,000.00 $45,000.00 $60,000.00 $60,000.00 ($15,000.00)

678.71 RESET IMPACT ATTENUATION DEVICE u 1.00 $10,000.00 $10,000.00 $25,000.00 $25,000.00 ($15,000.00)

692. MOBILIZATION u 1.00 $185,000.00 $185,000.00 $753,249.00 $753,249.00 ($568,249.00)

693.ON-THE-JOB TRAINING OF UNSKILLED

WORKERS $ 1.00 $600.00 $600.00 $600.00 $600.00 $0.00

697.41 CRITICAL PATH METHOD (CPM) ELECTRONICSCHEDULE

u 1.00 $2,000.00 $2,000.00 $4,000.00 $4,000.00 ($2,000.00)

698.12 FIELD OFFICE TYPE B MON 20.00 $2,500.00 $50,000.00 $2,000.00 $40,000.00 $10,000.00

699. MISCELLANEOUS TEMPORARY EROSION AND

SEDIMENT CONTROL

$ 25,000.00 $1.00 $25,000.00 $1.00 $25,000.00 $0.00

1002.11REPAIRS OR REPLACEMENTS AS NEEDED -

BRIDGE

STRUCTURES

$ 20,000.00 $1.00 $20,000.00 $1.00 $20,000.00 $0.00


BRIDGE

STRUCTURES

$ 20,000.00 $1.00 $20,000.00 $1.00 $20,000.00 $0.00


BRIDGE

STRUCTURES

$ 20,000.00 $1.00 $20,000.00 $1.00 $20,000.00 $0.00


BRIDGE

STRUCTURES

$ 20,000.00 $1.00 $20,000.00 $1.00 $20,000.00 $0.00


Departmtnt ofTnxnsporttUion

PS&E Comparison


41475

X-A004(648)

A-Bldder PSffE



BRIDGE

STRUCTURES

$ 20,000.00 $1.00 $20,000.00 $1.00 $20,000.00 $0.00

1008.251ALTERATIONS AND ADDITIONS AS NEEDED -

TEMPORARY PEDESTRIAN

ACCOMMODATIONS

$ 5,000.00 $1.00 $5,000.00 $1.00 $5,000.00 $0.00

1008.946 ALTERATIONS AND ADDITIONS AS NEEDED -

MVDS

EQUIPMENT (SUPPLY TO DEPARTMENT)

$ 8,000.00 $1.00 $8,000.00 $1.00 $8,000.00 $0.00

1008.951ALTERATIONS AND ADDITIONS AS NEEDED -

ITS

CABINET EQUIPMENT (SUPPLY TO

DEPARTMENT)

$ 7,500.00 $1.00 $7,500.00 $1.00 $7,500.00 $0.00

1010.15 FUEL ADJUSTMENT $ 70,000.00 $1.00 $70,000.00 $1.00 $70,000.00 $0.00

1010.2 ASPHALT CEMENT ADJUSTMENT $ 25,000.00 $1.00 $25,000.00 $1.00 $25,000.00 $0.00

Total: $8,388,454.75 $8,928,952.65 ($540,497.90)


MANCHESTER-HOOKSETT

X-A004(648)41475

August 31, 2020

SUPPLEMENTAL PROJECT INFORMATION SHEET

DESCRIPTION: This project performs maintenance and preservation work on 5 bridges in: Manchester (127/122, 1-93SB over Stevens Pond; 124/119 Viaduct, 1-93 SB over Steven Pond; 119/115, 1-93 over Wellington Rd; & 102/108, NH28A over 1-93) and Hooksett (095/048, 1-93 SB over US 3/NH 28). Work begins approximately at 1-93 MM 21.3 andextends north approximately 3 miles. Major bridge work consists of removal and replacement of the deck asphalt andmembrane, partial and full depth concrete deck repairs, abutment concrete repairs, expansion joint replacement and selectbridge rail repairs. Permanent ITS is also being installed at approximately MM 25.8.

FEDERAL FUNDING: 80% (Bridge-Tl-2 Maintenance-Preservation and Bridge-HIB Maintenance and Preservation)with anticipated utilization of Turnpike Toll Credits for the State's 20% match.

CONTINGENCY: The proposed contingency amount is 6% of the contract amount. This work rehabilitates a bridge thathas not seen preservation work. The wingwalls, abutments and backwalls are heavily map-cracked and while 50% of thesurface was estimated as needing repair, the amount could be higher. In addition, the amount of deck estimated for repair isbased on the condition of the asphalt covering the deck. The full extent of the necessary repairs on both the wall/abutmentsurfaces and the deck won't be known until the wall can be sounded and the deck exposed by removing the existing asphaltand membrane.

PROJECT INITIATED: State's 10-Year Transportation Improvement Program.

PROJECT EXPLANATION: This bridge is currently #15 on the Maintenance and Preservation priority list and this workis intended to extend the bridge service life before full deck replacement is needed.

TRAFFIC IMPLICATION: Bridge work for the 5 bridges has been assigned to specific seasons for this two seasonproject. Work in Year 1 will be done at the Hooksett 095/048 (US 3), Manchester 102/108 (Mammoth Rd) and Manchester127/122 (Stevens Pond Bridge) bridges and Year 2 at Manchester 119/115 (Wellington Rd) and Manchester 124/119(Stevens Pond Viaduct). This is to allow the 43071 paving project to pave from its northerly limits through Exit 9 in itsfirst year (2022) and allow for efTicient manpower usage by the Contractor over the two seasons (balancing the bridge decksquare footage).

• Hooksett 095/048 - I-93SB over US 3/NH28 (Exit 9): This bridge is far enough away from the other 1-93 corridorbridges that it will have its own traffic control zone. 1-93 lane drop from 3 lanes to 2 north of the bridgemaintaining 1 1'-O" lanes (25'-0" curb to barrier, minimum) through two phases of work. A third lane will bemaintained during each phase dedicated to the on-ramp/off-ramp weave lane. Both phases will require temporarygore reconstruction to facilitate traffic control at ramps immediately adjacent to bridge.

• Manchester 102/108 - NH28A over 1-93 (Mammoth Road): Two phase construction maintaining 1 lane in eachdirection during phase I and utilizing one-lane, alternating 2-way tralTic with temporary signals in phase 2.Pedestrian access maintained during both phases of work. "Do Not Block Intersection" signs/striping atintersections on both approaches rather than including additional signals or phases. Minimum lane width will be:Phase 1-1 1 '-0" (25'-0" curb to barrier) and Phase 2 - 10'-O" (12'-6" curb to barrier)

• Manchester 119/115 - 1-93 SB over Wellington Road and Manchester 124/119 - 1-93 SB over Stevens Pond(viaduct): 1-93 lane drop from 3 lanes to 2, north of the Wellington Road bridge and Exit 8, 1-93 SB on-ramp willbe closed during this work. Two 11'-O" lanes (25'-0" curb to barrier min.) maintained through work zone duringtwo phases of work with left lane also serving as queueing for left exit onto NH 101 EB immediately south of theviaduct bridge. Temporary gore reconstruction with cofferdam required at Exit 7 to facilitate traffic control. NH101 EB at Exit 7 provides single lane (11 '-0" min.) through the gore of exit in both phases.

• Manchester 127/122 - 1-93 SB over Stevens Pond (bridge): 1-93 lane drop from 3 lanes to 2, north of the bridgemaintaining two 1 1'-O" lanes (25'-0" curb to barrier) through two phases of work. Viaduct bridge immediatelynorth of work zone maintains three lanes of traffic with left most lane signed for NH 101 EB traffic only duringboth phases of work. NH 101 EB at Exit 7 provides one lane through gore of exit.

FINAL COMPLETION DATE: October 28, 2022.

S;\Global\B 14-FinanccContracts\Contracts\SPlS-Map\41475_SPIS.DC)C

41475 - MANCHESTER - HOOKSETT

3AN \

28•. •

MM

EX T :\:i//

Hooksett-Br.No. 095/048

1-93 over U.S. 3, NH 28 HOOKSETT

28'A a

1 Manchester • Br.No. 102/108

NH28A over 193

MANCH

EX T

^8Manchester - Br.No. 119/115

193 SB over Wellington Road 101EXIT1 I \ 1 •- '

t

» ; 5 ^ \ \I I

{ I

C:-

Manchester • Br.No. 124/119|<193 SB over Stevens Pond I

W'Manchester • Br.No. 127/122

193 SB over Stevens Pond

I Miles

LEGEND

Streams

r~ i Water Bodies

US Routes

' State Routes

Interstates

Local Roads

Town Boundary

DCTDepartment of Transportation

State #: 41475

federal #: X-A004 (648)

Lbc ATION MAP

/KCORD CERTIFICATE OF LIABILITY INSURANCEOATC (MMyOCVWYY)

10/16/2020

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED

REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER-

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(lcs) must be endorsed. If SUBROGATION IS WAIVED, subject tothe terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to thecertificate holder in lieu of such endorsoment(s).

PRODUCER

THE ROWLEY AGENCY INC.

45 Constitution Avenue

P.O. Box 511

Concord NH 03302-0511

NAMet^' Christine Holman, CPCU, CIC(603)224-2562

Aoc^ss- cholmanS rowleyagency. comINSURERtS) AFFORDING COVERAGE NAIC t

INSURER A; Travelers 28188

INSURED

R.S. Audley, Inc.

1113 Route 3-A

Bow NH 03304

INSUREReiCruin fi Forster

INSURER C:

INSURER 0 :

INSURER E :

INSURER F :

COVERAGES CERTIFICATE NUMBER: 20-21 all lines REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VMTH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSRLTR TYPE OF INSURANCE

ADbLINSR

SUBRwvr> POLICY NUMBER

POLICY EFF

(MM/OO/YYYYI

POLICY exp

IMM/DOTfYYYI UMI-TS

A

UhNCHALUAUILIIT

)T-C0-5G429382-PHX-20 1/1/2020 1/1/2021

EACH OCCURRENCE S 1,000,000

X COMMERCIAL GE1JERAL LIABILITY

F 1 X 1 orri IR

OMIACETOnCMTEOPREMISES (Ea occurrencal S 100,000

r.iAiMS-MAn UPn PXP (Any nrw f^r^n) 5 5,000

X CGOOOl PERSONAL 4 ADV INJURY S 1,000,000

GENERALAGGREGATE $ 2,000,000

GEN'L ACSGREGATE LIMtT APPI IF<; PFR- PRODUCTS • COMP-OPAGG S 2,000,000

POLCY X LOC s

A

AUTOMOBI-E LIASHJTY

310-0PSB72I0-20-26-C 1/1/2020 1/1/2021

COMBINED SINGLE LIMIT(Ea acdoern) s 1.000.000

X ANY AUTO BODILY INJURY (Per parson) s

ALL OWNEDAUTOS

HIRED AUTOS

SCHEDULED

AUTOSNON.OVWEO

AUTOS

BODILY INJURY (Per ecoOeni) %

PROPERTY DAMAGE(Pat arrjOAnll

s

Medical payments 5 2,000

A

X UMBRELLA LIAB

EXCESS UAB

X OCCUR

CLAIMS-MADE

)TSM-CUP-5C4294 01-TlL-20 1/1/2020 1/1/2021

EACH OCCURRENCE S 10,000,000

AGGREGATE % 10,000,000

OED ^ RETENTION S lO.OOC P/CO Aggregate $ 10,000,000

A WORKERS COMPENSATION

AND EMPLOYERS-LIABILITY

ANY PROPRIETOR/PARTNER/EXECUTIVE rTTn

OFFICER/MEMBER EXCLUDED-' H(Mandatory In NH) ' " 'II yas. Ostchba underDESCRIPTION OF OPERATIONS below

N/A

iA SCacea: NH. ME

;B-eLS96091-20-26-C COP

USL&H Coverage appliee 1/1/2020 1/1/2021

V lAC STATU- OTM-A TORY 1 IMITS FR

e L. EACH ACCIDENT S 500,000

E L. DISEASE • EA EMPLOYEE s 500.000

E.L. DISEASE • POLICY LIMIT s 500,000

A

B

Leased/Ranted

Pollution

3T-66O-3O02B427-COF-2O

PKC10076S

1/1/2020

2/10/2020

1/1/2021

2/10/2021

Lime 775,000

Per CieuivAggiegaie 2 , 000 , 000

oesCRIP'nON OF OPERATIONS (LOCATIONS/VEHCLES (Attach ACORD 101. AddiUonal Ramarkt SchMula. it mora apaca it raquirad)41475 ; X-A004(648) Address Preservation needs on 5 bridges in Kooksett £ Manchester on and over 1-93 SB.

Only when required by written contract State of New Hampshire DOT is included as an additional insuredunder general liability for ongoing operations.

CERTIFICATE HOLDER CANCELLATION

State of New Hampshire


PO Box 483

Concord, NH 03302

1

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN

ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE

C Holman, CPCU. CIC/C

ACORO 25 (2010/05)

INS02S (201005) 01

© 1988-2010 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD

/KCORD CERTIFICATE OF LIABILITY INSURANCEOATE(MMrt)OrrYYY)

10/16/2020

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER{S), AUTHORIZED

REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsemcnL A statement on

this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PROOUCER

THE ROWLEY AGENCY INC.

45 Constitution Avenue

RO, Box 511


c<»taci Christine Hdman. CPCU, GIG

(603)224-2562 ™ (603)224.8012

AOORESS- [email protected](S) AFFORDING COVERAGE NAIC t

INSURER A: Travelers 26166

INSURED

Stale of New Hampshire, Dept of Transportation

PC Box 483


INSURER B:

INSURER C:

INSURER 0 ;

INSURERE :

INSURER F :

COVERAGES CERTtFICATE NUMBER: OCP - Manchesier/Hooksetl REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD

INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VWtCH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,

EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.KDDC

INSD

5DBRWVD

"piSliTYEPF(MM/OO/YYYY)

EXP(MM/OO/YYYY)TYPE OF INSURANCE POLICY NUMBER LIMITS

UJSfFLTR

X

COMMERCIAL GENERAL UABIUTY

CLAIMS-MADE OCCUR

EACH OCCURRENCE

DAMAGE TO RENTEDPREMISES (Ea ocmrr»ne«>

Owners. Landiad and Tenants MEO EXP (Any ona pf »on)

OCP111820 11/18/2020 11/18/2021PERSONAL 4 AOV INJURY

GEN'LA<5GREGATe LIMIT APPLIES PER:

PRO- I 1JECTPOLICY□ I 1 LOC

OTHER:

GENERAL AGGREGATE

PRODUCTS - COMP/OP AGG

2,000,000

3,000.000

AUTOMOBILE LIABILITY

ANYAUTO

COMBINED SINGLE LIMIT(Ea acddani)BCXJILY INJURY (Per person)

OWNEDAUTOS ONLYHIREDAUTOS ONLY

SCHEOULEOAUTOSNOl-OVWEDAUTOS ONLY

BODILY INJURY (Per acoaeni)

PROPERTY OAMaCe(Per accideni)

UMBRELLA LIAB

EXCESS UAB

DED

OCCUR

CLAIMS-MADE

EACH (XCURREnCE

AGGREGATE

RETENTION S

WORKERS COMPENSATIONAND EMPLOYERS' LIABILITYANY PROPRIETOR/PARTNER/EXeCUTIveOFFICER/MEMBER EXCLUDED?(Mandatory in NH)If yes, describe underDESCRIPTION c* OPERATIONS below

PERSTATUTE

OTHER

□ E.L. EACH ACCIDENT

E.L. DISEASE - EA EMPLOYEE

E.L. DISEASE - POLICY LIMIT

DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101. Additional Ramarlts Schedule, may be attached If more space is required)

41475 ; X-A004(648) Address Presen/ation needs on 5 bridges in Hooksetl & Manchester on and over 1-93 SB

CERTIFICATE HOLDER CANCELLATION

State of NH DOT

PO Box 483


1

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTA'HVE

ACORD 25 (2016/03)

© 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORO name and logo arc registered marks of ACORO

Documents

OffjTThis project funding is: 80% Federal (Bridge Tier 1-2 Maintenance & Preservation and Bridge-HIB Maintenance and Preservation) with anticipated utilization of Turnpike Toll Credits