Form for General Bid 00410-6 through 00410-15.pdf

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Attached to
Parkers River Bridge
Solicitation number
BD-19-1355-TYARM-YADPW-40968
Issued by
Barnstable County, Massachusetts

About this file

This document is a Form for General Bid for the Parkers River Bridge Project in the Town of Yarmouth, Massachusetts. The project involves the complete replacement and widening of the Parkers River Bridge on Route 28 (Main Street). The bid form lists approximately 100 line items for various construction activities such as excavation, drainage, water pipe installation, paving, guardrail, sidewalk, lighting, and landscaping. The bid submittal date is not provided. The contract term and any renewal options are not specified.

The bid form requires bidders to provide unit prices and total prices for each line item. The total estimated price for bid evaluation purposes is to be provided. Funding requirements and sources are not stated. There is no information provided regarding set asides, incumbents, or the current contracting environment.

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ARTICLE 8 - BID SUBMITTAL

BIDDER: [lndicate correct name of bidding entity]

By:

[Signature]

IPrinted nome] (lf Bidder is o corporotion, a limited liability compony, a partnership, or a joint venture, ottdch evidence of authority to sign.)

Attest:

[Signoture]

[Printed name]

Title:

Submittal Date:

Address for giving notices:

Contact Name and e-mail address:

Bidder's License No.:

Telephone Number:

Fax Number:

(where applicoble)

JI.]NE 20I9 00410-6 FORM FOR GENERAL BID

BID TABULATION SHEET

lnstructions:

(l) Insert Unit Price (written amount in dollars and cents) under "ltem Description" for each Item.

(2) Insert Unit Price (numeric amount in dollars and cents) under "Unit Price" for each ltem.

(3) Multiply the Approximate Quantity by the Unit Price and insert the product for "Total Amount" for each Item.

(4) Add all products in the Total Amount column and insert the sum for the "Total This Sheet" for each individual page.

(5) Add all sums in the individual "Total This Sheet", and insert the sum for Total Estimated Price for Bid Evaluation Purposes (both numeric and written).

In the event that there is a discrepancy between the lump sum or unit prices written in words and figures, the prices written in words will govern. In the event of a discrepancy between a Unit Price and Total Price, the Unit Price shall control.

JLINE 20I9 00410 - 7 FORM FORGENERAL BID

TOWN OF YARMOUTH

Parkers River Bridge Project

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM

No.

APPROXIMATE

OUANTITY

UNIT rTEM OESCRTPTTON (1)

UNII PRICE (2) TOTAL PRICE (3)

DOLLARS DOLLARS

1 120.1 700 CY UNCLASSIFIEO EXCAVATION

2 1 LS DEMOLITION OF SUPERSTRUCTURE OF BRIDGE NO Y41402 (BNF)

3 790 CY ARIDGE EXCAVATION

141. 20 CY CLASS A TRENCH EXCAVATION

5 141.1 4a CY TEST PIT FOR EXPLORATION

6 142 CY CLASS A TRENCH EXCAVATION

7 143 I500 CHANNEL EXCAVATION

I 50 CY CLASS B ROCK EXCAVATION

I 190 CY CLASS B ROCK EXCAVAT ON

10 EA DRA NAGE STRUCTURE REMOVED

11 150 105 CY ORDINARY BORROW

12 151 920 CY

13 151.1 560 CY GRAVEL BORROW FOR BRIDGE FOUNDATION

154. 100 CY

15 156. 220 TON CRUSHED STONE

156.13 55 TON CRUSHEO STONE FOR INTEGRAL ABUTMENT PILES

156 9 330 TON CRUSNED STONE FOR CHANNEL PAVING FOUNDATION

1a 170. 2797 SY FINE GRAOING AND COMPACTING- SUBGRAOE AREA

19 1 TON DISPOSAL OF TREATED WOOD PRODUCTS

20 241 5 EA

TOTAL THlS SHEET(1): S

. iNF. 20 t 9 00410 - 8 FORM FOR GENERAL BID

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM APPROXIMATE

OUANTITY

UNIT lrEM DESCRTPTTON (1)

UNII PRICE (2) TOTAL PRICE (3)

DOLLARS DOLLARS

21 202 3 MANBOLE

22 203.1 2 EA SPECIAL MANHOLE

23 220 2 EA ORAINAGE STRUCTURE ADJUSTED

221 6 EA

25 2221 6 EA FRAME ANO GRATE- MASSOOTCASCAOE ryPE

26 223 2 5 EA FRAMEAND GRATE (OR COVER)REMOVEO AND OISCAROEO

2l 227 3 5 CY REMOVAL OF DRAINAGE STRUCTURE SEDIMENT

2S 22',7 31 420 REMOVAL OF DRAINAGE PIPE SEDIMENT

29 227 4 20 MASONRY PLUG

30 234.12 12 INCH DUCTILE IRON PIPE

31 23818 2A 18INCH DUCTILE IRON PIPE

32 241.12 80 12 INCH REINFORCED CONCRETE PIPE

33 241.14 18INCH REINFORCED CONCRETE PIPE

244.12 6 12 INCH REINFORCED CONCRETE PIPE CLASS V

35 302.06 6 6INCH DUCTILE IRON WATER PIPE (RUBBER OASKEN

36 303.1 290 lO INCH DUCTILE IRON WATER PIPE (MECHANICAL JOINT)

309 2550 LB DUCTILE IRON FITTINGS FOR WATER PIPE

3a 344.1 60 1 INCH POLYETHYLENE SERVICE PIPF

39 34A 2 2INCH POLYEIHYLENE SERVICE PIPE

3501 2 EA lO INCH GATE ANDGATE BOX

TOTAL THIS SHEET(2): S

ruNE 20r9 00410 - 9 FORM FOR GENERAL BID

Bridge No. Y-0r-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM

No.

APPROXIMAIE

QUANTIry

UNIT |TEM DESCRTPTTON (1)

uNrT PRrCE (2) TOTAL PRICE (3)

DOLLARS DOLLARS

355 1 EA 1O INCH GATE AND GATE BOX REMOVEDANO STACKED

42 363.1 3 EA 1 tNCH CORPORATTON COCi(

43 EA lO INCH CASTIRON PI IIG

37106 1 EA 6INCH COUPLING

3711 2 EA 1O INCH COUPLING

373.1 35 lO INCI] WAIER PIPE INSULATION

375.1 2 EA lO INCH INSERTION VALVEAND BOX

3813 3 EA SERVICE BOX ADJUSTED

442 100 CY DENSE GRAOEO CRUSI,IED STONE FOR SUA.BASE

50 493 SY PAVEMENT MICROMILLING

51 5300 LB CALCIUM CHLORIDE FOR ROAOWAY OUSTCONTROL

52 5 MGL WATER FOR ROADWAY OUST CONTROL

53 450 23 180 TON SUPERPAVE SURFACE COURSE - 12.5 (SSC - 12,5)

54 454.X2 TON SUPERPAVE TNTERMEDTATE COURSE,19.0 (StC - 19 0)

TON SUPERPAVE BASE COURSE,37.5 (SBC -37.5)

56 45061 16 TON SIJPERPAVE BRIOGE SURFACE COURSE. 12.5 (SSC.B. 12,5)

57 45A.71 16 TON SUPERPAVE BRIOGE PROTECTM COURSE- 12.5(SPC-B- 12.5)

5a 451 19 TON

59 452 2TT GAL ASPHALTEMULSION FOR TACK COAI

60 453 1600 HMA JOINT SEALANT

TOTAL IHIS SHEET(3): S

JUNU 2019 004t0 I0 FORM FOR CENERAL BID

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM

No. QUANTIry

UNIT ITEM DESCRIPTION (1)

UNIT PRICE (2) TOTAL PR|CE (3)

DOLLARS DOLLARS

61 472 30 TON HOT MIX ASPHAI T FOR MISCFL LANFOI]S WORK

62 442 3 1T1A SAWCUTTING ASPHALT PAVEMENT

63 482 31 a0 SAWING& SEALING JOINTS IN ASPHALT PAVEMENTAT BRIDGES

504. 30 GRANITE CURB ryPE VA4 STRAIGHT

65 505 120 GRANITE CURB ryP€ VAs. STRAIGHT

66 506 550 GRANITE CURBTYPE VB- STRAIGHT

67 5061 30 GRANITE CURBryPE VA. CURVED

68 509. 100 GRANITE TRANSITION CURB FOR WHEELCI]AIR RAMPS. STRAIGHT

514. EA GRANNE CURB INLET. STRAIGHT

160 CURBREMOVEDANO RESET

71 CURA REMOVED ANO DISCARDEO

12 62412 70 GI]ARDRAIL IL 2 (SINGLE FACED)

73 620.32 12 GUARORAIL. CURVED, TL.2 (SINGLE FACEO)

627.1 3 EA TRAILING ANCHORAGE

75 627.42 2 EA GUAR O RAIL TANGENT E NO TREATMENI. TL,2

76 624.24 TRANSITION TO BRIDGE RAIL

17 630.2 IiIGHWAY GUARD REMOVEO ANO DISCARDED

78 657. 450

657.5 850 TEMPORARY FENCE REMOVED AND RESET

80 FENCE REMOVED AND RESET

IOTAT THIS SHEET(4): S

JUNE 20 I9 00410 - I I FORM FOR CENERAL BII)

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM

No.

APPROXIMATE

OUANTITY

UNIT ITEM DESCRIPTION (1)

UNIT PRICE (2) TOTAL PRICE (3)

DOLLARS DOLLARS

31 697.1 5 EA SILTSACK

82 940 SY GEOTEXTILE FABRIC FOR PERMANENT EROSION CONTROL

a3 300 SY CEMENT CONCRETE SIDEWALK

101.1 130 SY CEMENT CONCRETE SIOEWALKAT DRIVEWAYS

85 702 18 TON HOT MIX ASPHALT WALK SURFACE

a6 155 TON I]OT MIX ASPHALT DRIVEWAY

87 710.3 BOUND . LETTERED GRANITE

a8 MO ENGINEERS FIELD OFFICEAND EOUIPMENT(TYPE A)

39 1 LS MOBILIZATION

767.121 350 SEOIMENTCONIROL BARRIER

91 350 PAVEMENTMILLING MULCH UNDER GUARD RAIL

92 799 1 LS LANOSCAPING

93 801 5 1 LS VERIZON DUCT BANK RELOCATION

306 2 55 2INCH ELECTRICAL CONDU[ryPE RM - OALVANIZED STEEL

95 606.3 120 3INCH ELECTRICALCONDUlTryPE RM.GALVAN|ZEO STEEL

96 s06 3 110 3 |NCH ELECTRTCAL CONDUTry RM-S]EEL-(PLASTTC COATED)

9? 4112 EA ELECIRICHANDHOLE SD2,O2O

93 412.1 EA LIGHT STANOARD FOUNDATION PRECAST

99 813 4 WIRE ryPE3 NO,1O DIRECT BURIAL

100 313 52 320 WIRE TYPE 10. dA GROUNDING ANO BONDING

TOTAL THIS SHEET(5): S

JLINE 20 I9 00410 - t2 FORM FOR GENERAL B]D

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM

No. OUANTITY

UNIT rTEM DESCRTPTTON (1) uNrT PR|CE (2) rorAL PRIoE (3)

DOLLARS DOLLARS

101 413.72 EA GROUND ROD 1O FEET LONG

102 813 8 1 LS SERVICE CONNECIlON (OVERHEAD)

103 821 101 EA DECORATIVE LIGHT POLE 12 FT

104 823101 EA I]IGHWAY LIGHTING LUMINAIRE 50 WATT

105 423 70 2 IlIGHWAY LIGhTING POLE AND LUMINAIRE REIMOVEDANO RESET

1m 432 5 WARNINGREGULATORY ANO ROUTE MARl<ER, ALUMINUM PANEL

CTYPE A)

1AT 433.7 OELINEATION FOR GUARD RAIL TERMINI

104 1 SIGN SUP (Nr'GUDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY.

STEEL

ROADWAY FLAGGER

110 452 144 SAFETY SIGNING FOR TRAFFIC MANAGEMENT

111 853.1 6 EA PORTABLE BREAKAWAY BARRICADE ryPE III

112 853 2 400 TEMPORARY AARRIER CIL.2)

113 853 21 424 TEMPORARY BARRIFR RFMOVFD AND RFSFT

453.211 190 TEMPORARY BARRIER REMOVED ANO RESET (BRIDGE)

|5 853 33 110 ILMPORARY BARRIER. LIMITED DEFLECTION (1'I J,

116 s53 501 TEMPORARY IMPACTATTENUATOR REMOVED ANO RESET

117 653 62 EA

IEMPORARY IMPACT ATTENUATOR UNIOIRECTIONAL, REDIRECTIVE

(TL-2)

114 11900 I LMPORARY PAVINO MARKINGS - 6 lN( H (PAINILD)

854 036 2100 TEMPORARY PAVINGMARKINGS.6INCH ITAPE)

124 4541 l70o PAVEMENT MARKING REMOVAL

TOTAL THIS SHEET(6): S

JUNE 20I9 00410 - rl rORM FOR GENERAL BID

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER

ITEM

No.

APPROXIMATE

OUANTITY

UNIT ITEM DESCRIPIION (1)

uNrT PRICE (2) TOTAL PR|CE (3)

DOLLARS OOLLARS

121 854 5 20 EA RAISEO PAVEMENT MARKER REMOVAL

122 456 30

123 45612 1140 PORTABLE CHANGEABLE MESSAGE SIGN

124 459 T11A REFLECTORIZED ORUM

125 859 l 630

REFIECTORIZEO DRUMS WITH SEOUENTIAL FLASHING WARNING

LIGHTS

126 8@.112 130 12INCH REFLECTOREED TEMPORARY WHITE LINE (PAINTEO)

464.35 30 SLOTTED PAVEMENT MARKER TWO.WAY YELLOWIYELLOW

124 866.106 6INCH R EFLECTOR IZED WH ITE LINE CTHERMOPLASTIC)

129 867106 1400 6 INCHREFLECTORlzEDYELLOWLINE(THERMOPLASTIC)

130 1 EA TRAFFIC SIGN RFMOVFD AN'I RFSFT

131 1 EA TRAFFIC SICN REMOVED AND DISCARDED

132 901.7 1 LS CONTRACTOR QUALITY CONTROL - C EMENT CON CRETE

133 903 12 CY 3000 Psl, 1 5lN 470 cEtvENT CONCRETE

941.r 320 EXISTING TIMBER PILE REMOVAL

135 942124 2561 STEFI PIIF HP 1' X 3,'

136 944.31 1 EA STAT|C - CYCLTC (EXPRESS)LOAD rEST

'137 5 EA OYNAMIC LOAO TEST PREPARATION

138 94A.41 5 EA DYNAMIC LOAO TEST BY CONTRACTOR

139 s48 5 25 PILE SHOES

144 953 3 100 SY EXCAVATION SUPPORT SYSTEM

TOTAI THIS SHEET(7): S

JUNE 20I9 00410 14 FORM FOR GENERAL BID

Bridge No. Y-01-002 (BNF)

ROUTE 28 (MAIN STREET) over PARKERS RIVER lnder

ITEM

No.

APPROXIMATE

QUANTITY

UNIT ITEM DESCRTPTTON (1)

uNlr PRrcE (2) TOTAL PR|CE (3)

DOLLARS DOLLARS

141 983.2 660 CY RIPRAP

't42 983.2 170 CY RIPRAP (MORTARED)

143 983.3 'l't5 CY RIPRAP REMOVED ANO RELAID

't44 991.1 1 LS CONTROL OF WATER. STRUCTURE NO. Y{1402 (BNF)

145 993.1 1 LS TEMPORARY PEDESTRIAN BRIDGE

146 994.1 1 LS TEMPORARY PROTECTME SHIELOING BRIDGE NO. Y41-OO2 (BNF)

147 995.01 1 LS BRIDGE STRUCTURE, BRIOGE NO. Y41402 (BNF)

roTAL rHlS sHEEr(8): $.

JL'NE 20I9 00{10 - l5 FORM FOR GENERAL BID

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