ifb 26034 a3 - rhode island quantity price total ... riac construction contract no. 26034 00320-3...

Runway 5 Extension

T. F. Green Airport

Warwick, Rhode Island

Bid Form

Section 00320

UNIT

ITEM QUANTITY PRICE TOTAL

NO SPEC DESCRIPTION (A) UNITS (B) (AXB)

1 01050 FIELD ENGINEERING 11 MTHS

2 01590 FIELD OFFICE - ENGINEER 15 MTHS

3 01590 FIELD OFFICE EQUIPMENT 1 ALLOW $7,500.00 $7,500.00

4 GP-105 MOBILIZATION (3% MAXIMUM) 1 LS

5 P-101 PCC PAVEMENT REMOVAL, FULL DEPTH 6,900 SY

6 P-101 PREPARATION OF JOINTS AND CRACKS 3,000 LF

7 P-101 SPALLED AND FAILED ASPHALTIC CONCRETE PAVEMENT REPAIR 300 SF

RHODE ISLAND AIRPORT CORPORATION

RUNWAY 5 EXTENSION

BIDDERS ARE REQUIRED TO COMPLETE ALL FIELDS SHADED.

ALL OTHER FIELDS WILL BE AUTOMATICALLY CALCULATED.

AN EXCEL FILE WILL BE PROVIDED AND THESE SHEETS CAN BE FILLED OUT IN EXCEL OR HARD COPY.

ONLY HARD COPIES SHALL BE RETURNED WITH YOUR PROPOSAL.

BASE BID - AIRFIELD - VOLUME 1 OF 2

RIAC Construction Contract No. 26034

00320-3

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





8 P-101 COLD MILLING, FULL DEPTH 47,200 SY

9 P-101 COLD MILLING, VARIABLE DEPTH 41,000 SY

10 P-152 UNCLASSIFIED EXCAVATION 263,700 CY

11 P-152 ROCK EXCAVATION 1,000 CY

12 P-152 BORROW EXCAVATION, OFFSITE 10,000 CY

13 P-153 CONTROLLED LOW STRENGTH MATERIAL 1,000 CY

14 P-154 SUBBASE COURSE 9,825 CY

15 P-156 COMPLIANCE W/POLLUTION, EROSION & SILTATION CTRL. 1 LS


00320-4

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





16 P-156 STABILIZED CONSTRUCTION ENTRANCE 4 EACH

17 P-156 CATCH BASIN INLET PROTECTION 110 EACH

18 P-156 STRAW WATTLE 23,000 LF

19 P-156 SILT FENCE 4,000 LF

20 P-156 DEWATERING BASIN 2 EACH

21 P-156 ASTM C33 SAND 14,500 CY

22 P-156 EROSION CONTROL BLANKET 13,250 SY

23 P-156 TURF REINFORCEMENT BLANKET 5,000 SY


00320-5

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





24 P-156 TEMPORARY VEGETATED COVER 576,000 SY

25 P-156 AASHTO #1 CRUSHED STONE 500 CY

26 P-156 TEMPORARY STRUCTURAL MEASURES 1 ALLOW $25,000.00 $25,000.00

27 P-156 DUST CONTROL - WATER 6,000 MGAL

28 P-156 DUST CONTROL - POLYACRYLAMIDE (PAM) 4,600 LB

29 P-156 WIND SCREENS 120,000 SF

30 P-209 CRUSHED AGGREGATE BASE COURSE 17,500 CY

31 P-401 BITUMINOUS SURFACE COURSE, GRADATION 2 19,000 TON


00320-6

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





32 P-401 BITUMINOUS SURFACE COURSE, RAP - 20% MAX., GRADATION 2 16,100 TON

33 P-401 BITUMINOUS BASE COURSE, RAP - 20% MAX., GRADATION 1 26,225 TON

34 P-401 BITUMINOUS LEVELING COURSE, RAP - 20% MAX. 1,700 TON

35 P-602 BITUMINOUS PRIME COAT 6,660 GAL

36 P-603 BITUMINOUS TACK COAT 18,500 GAL

37 P-605 JOINT SEALING FILLER 3,200 LF

38 P-620 RUNWAY & TAXIWAY PAINTING WITH TYPE I GLASS BEADS 157,000 SF

39 P-620 RUNWAY & TAXIWAY PAINTING WITH TYPE III GLASS BEADS 1,000 SF


00320-7

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





40 P-620 RUNWAY & TAXIWAY PAINTING, BLACK WITHOUT GLASS BEADS 58,600 SF

41 P-620 RUNWAY & TAXIWAY PAINTING, HALF RATE WITHOUT GLASS BEADS 68,400 SF

42 P-620 PAINT REMOVAL 25,700 SF

43 P-621 SAW-CUT GROOVING 46,650 SY

44 F-162 8-FOOT CHAIN LINK FENCE WITH BARBED WIRE 1,100 LF

45 F-162 24-FOOT DOUBLE SWING GATE WITH BARBED WIRE 1 EACH

46 F-162 12-FOOT DOUBLE SWING GATE 1 EACH

47 D-701 6-IN PERFORATED HDPE PIPE 1,100 LF


00320-8

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





48 D-70112-IN POLYPROPYLENE PIPE, DUAL WALL, ANNULAR EXTERIOR

CORRUGATION, SMOOTH INTERIOR885 LF


CORRUGATION, SMOOTH INTERIOR3,060 LF




CORRUGATION, SMOOTH INTERIOR625 LF



53 D-701 12-IN RCP PIPE (ASTM C76, CLASS V) 60 LF




00320-9

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





56 D-701 24-IN RCP PIPE ACROSS EXISTING RUNWAY (ASTM C76, CLASS V) 260 LF

57 D-701 36-IN RCP PIPE (ASTM C76, CLASS V) 1,810 LF

58 D-701 12-IN RCP FLARED END SECTION 6 EACH

59 D-701 18-IN RCP FLARED END SECTION 1 EACH

60 D-705 6" CORRUGATED PE DRAINAGE TUBING UNDERDRAIN 10,600 LF

61 D-7056" CORRUGATED PE DRAINAGE TUBING UNDERDRAIN IN EXISTING

PAVEMENT2,000 LF

62 D-705 CLEANOUTS 37 EACH

63 D-705 CONCRETE UNDERDRAIN OUTLET HEADWALL 2 EACH


00320-10

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





64 D-751 4' DIAMETER DEEP SUMP CATCH BASIN 10 EACH

65 D-751 4' DIAMETER DRAINAGE MANHOLE 3 EACH

66 D-751 4' DIAMETER DRAINAGE MANHOLE WITH GRATE 1 EACH


68 D-751 5' DIAMETER DRAINAGE MANHOLE WITH GRATE 4 EACH



71 D-751 6' DIAMETER DRYWELL 10 EACH


00320-11

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





72 D-751 COMBINATION WEIR INLET 5 EACH

73 D-751 CONCRETE COLLARS FOR CONNECTION TO EXISTING PIPE 6 EACH

74 T-901 SEEDING 394,750 SY

75 T-904 SODDING 34,000 SY

76 T-905 TOPSOILING (FURNISHED FROM OFF THE SITE) 1,000 CY

77 T-908 MULCHING 394,750 SY

78 L-107 SUPPLEMENTAL WIND CONE ASSEMBLY, STYLE I-B, SIZE 1 1 EACH

79 L-108 NO. 8 AWG, 5KV, 1/C AIRFIELD LIGHTING CABLE 176,500 LF


00320-12

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





80 L-108 COUNTERPOISE WIRE 32,100 LF

81 L-108 INVESTIGATION OF EXISTING AIRFIELD ELECTRICAL CIRCUITS 1 LS

82 L-109 ELECTRICAL VAULT EQUIPMENT 1 LS

83 L-110 2-INCH DIA. PVC CONDUIT IN TURF 10,700 LF

84 L-110 4-INCH DIA. PVC CONDUIT IN TURF 400 LF

85 L-110 2-INCH DIA. PVC CONDUIT IN PROPOSED PAVEMENT 8,900 LF

86 L-110 2-INCH DIA. RGS CONDUIT IN PROPOSED PAVEMENT 5,800 LF

87 L-110 2-INCH DIA. PVC CONDUIT IN EXISTING PAVEMENT 3,600 LF


00320-13

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





88 L-110 2-INCH DIA. RGS CONDUIT IN EXISTING PAVEMENT 4,200 LF

89 L-115 ELECTRICAL JUNCTION PLAZA - 3 CANS 4 EACH

90 L-115 ELECTRICAL JUNCTION CAN 19 EACH

91 SP-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS

92 SP-100 GATE GUARD 1,500 HR

93 SP-100 FLAGGERS, AS DIRECTED BY ENGINEER 80 HR

94 SP-101 CONTRACTOR DELAY - STANDBY TIME 600 MIN

95 SP-101 CONTRACTOR DELAY - DOWN TIME 60 QTR-HR


00320-14

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





96 SP-101 CONTRACTOR DELAY - SUSPENSION TIME 3 DAY

97 SP-105 ABANDONMENT OF DRAINAGE PIPE 210 CY

98 SP-105 ABANDONMENT OF WATER LINE 90 CY

99 SP-105 ABANDONMENT OF GAS LINE 10 CY

100 SP-105 ABANDONMENT OF MANHOLES 45 CY

101 SP-105 REMOVAL OF GAS LINE 600 LF

102 SP-105 REMOVAL OF WATER LINE 720 LF

103 SP-105 REMOVAL OF DRAINAGE PIPE 7,800 LF


00320-15

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





104 SP-105 REMOVAL OF CATCH BASIN OR DRAINAGE STRUCTURE 45 EACH

105 SP-105 REMOVAL OF WATER VALVE 5 EACH

106 SP-105 REMOVAL OF UTILITY / LIGHT POLE 20 EACH

107 SP-105 REMOVAL OF FENCE AND GATE 7,500 LF

108 SP-105 REMOVAL OF SIDEWALK 1,900 SY

109 SP-105 REMOVAL OF GRANITE CURB 3,050 LF

110 SP-105 REMOVAL OF ELECTRICAL CABLES 105,000 LF

111 SP-105REMOVAL OF EXISTING CONCRETE ENCASED ELECTRICAL DUCT

BANK400 LF


00320-16

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





112 SP-105 REMOVAL OF ELECTRICAL MANHOLE / PULLBOX 37 EACH

113 SP-105 REMOVAL OF EXISTING ELECTRICAL JUNCTION CAN 13 EACH

114 SP-105 REMOVAL OF EDGE LIGHT 62 EACH

115 SP-105 REMOVAL OF CENTERLINE LIGHT 29 EACH

116 SP-105 REMOVAL OF TDZ LIGHT 84 EACH

117 SP-105 REMOVAL OF RUNWAY GUARD LIGHT 4 EACH

118 SP-105 REMOVAL OF GUIDANCE SIGN 14 EACH

119 SP-105 REMOVAL OF WIND CONE 1 EACH


00320-17

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





120 SP-125MODIFICATION OF EXISTING RUNWAY EDGE OR CENTERLINE LIGHT

(CHANGE LENS COLOR)17 EACH

121 SP-125MEDIUM INTENSITY TAXIWAY LIGHT, BASE MOUNTED IN PROPOSED

PAVEMENT64 EACH

122 SP-125MEDIUM INTENSITY TAXIWAY LIGHT, BASE MOUNTED IN EXISTING

PAVEMENT15 EACH

123 SP-125HIGH INTENSITY RUNWAY LIGHT, BASE MOUNTED IN PROPOSED

PAVEMENT22 EACH

124 SP-125HIGH INTENSITY RUNWAY LIGHT, BASE MOUNTED IN EXISTING

PAVEMENT15 EACH

125 SP-125SEMI-FLUSH HIGH INTENSITY RUNWAY EDGE LIGHT IN EXISTING

PAVEMENT1 EACH

126 SP-125 BLANK COVER FOR EXISTING TDZ LIGHT BASE CAN 96 EACH

127 SP-125 TOUCHDOWN ZONE LIGHT IN PROPOSED PAVEMENT - 1 LIGHT UNIT 90 EACH


00320-18

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





128 SP-125TOUCHDOWN ZONE LIGHT IN EXISTING PAVEMENT - 3 LIGHT UNITS

COMBINED30 EACH

129 SP-125 RUNWAY CENTERLINE LIGHT IN PROPOSED PAVEMENT 30 EACH

130 SP-125 RUNWAY CENTERLINE LIGHT IN EXISTING PAVEMENT 29 EACH

131 SP-125 GUIDANCE SIGN, 2 MODULE 8 EACH

132 SP-125 GUIDANCE SIGN, 3 MODULE 3 EACH

133 SP-125 RUNWAY DISTANCE REMAINING SIGN 7 EACH

134 SP-125 RETROREFLECTIVE MARKER 51 EACH

135 SP-125 ELEVATED RUNWAY GUARD LIGHT UNIT IN PROPOSED PAVEMENT 4 EACH


00320-19

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





136 SP-130 RUNWAY SURFACE CONDITION SENSOR 4 EACH

137 SP-130 SURFACE SENSOR CABLE 11,500 LF

138 SP-164 SUBBASE COURSE - BLENDED WITH MILLINGS 11,350 CY

139 SP-165 RELOCATE JET BLAST FENCE (TEMPORARY LOCATION) 200 LF

140 SP-165INSTALL FIBERGLASS REINFORCED JET BLAST FENCE (PERMANENT

LOCATION)180 LF

141 SP-180 UNANTICIPATED DISCOVERIES 1 ALLOW $50,000.00 $50,000.00

142 SP-180 REMOVAL OF EXISTING STEEL, SPLIT RAIL FENCE 1 LS

143 SP-180 INSTALLATION OF NEW STEEL, SPLIT RAIL FENCE 1 LS


00320-20

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





144 SP-180 THATCHING 1,310 SY

145 SP-510 PRE-CAST CONCRETE CURB 300 LF

146 SP-520 CATCH BASIN INSERT 1 EACH

147 SP-555 MANAGEMENT OF EMAS SUBCONTRACTOR 1 LS

148 SP-555 RUNWAY 5 EXTENSION - EMAS SYSTEM PROJECT ALLOWANCE 1 ALLOW $7,000,000.00 $7,000,000.00

149 SP-713 NUMBER 5 CRUSHED STONE 725 CY

150 -- ALSF LIGHT STATIONS 1 LS

BASE BID - FAA NAVAIDS - VOLUME 2 OF 2


00320-21

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





151 -- ALSF REGULATOR SUBSTATION, E/G BUILDING AND STORAGE TANK 1 LS

152 -- LOCALIZER 1 LS

153 -- GLIDE SLOPE 1 LS

154 -- RUNWAY VISUAL RANGE 1 LS

155 -- FAR FIELD MONITORS 1 LS

156 -- PRECISION APPROACH PATH INDICATOR 1 LS

157 -- FIBER OPTIC TRANSMISSION SYSTEM 1 LS

158 -- ELECTRICAL LINE DISTRIBUTION 1 LS


00320-22

ADDENDUM NO. 003

Runway 5 Extension

T. F. Green Airport


Bid Form

Section 00320

UNIT




RUNWAY 5 EXTENSION





$7,082,500.00TOTAL BID PRICE - BASE BID - VOLUME 1 OF 2 AND VOLUME 2 OF 2


00320-23

ADDENDUM NO. 003

Runway 5 Extension

T.F. Green Airport Maintenance and Protection of Traffic

Warwick, Rhode Island Item SP-100

RIAC Construction Contract No. 26034 Item SP-100-1

Addendum No. 003

Item SP-100 Maintenance and Protection of Traffic

DESCRIPTION

100-1.1 GENERAL. This work shall consist of maintaining aircraft and vehicular traffic and protecting

the public from damage to person and property within the limits of and for the duration of the Contract.

Contractor is responsible for maintenance and repair of these items, regardless of cause of damage, until

the project is accepted.

The requirements detailed in the Construction Safety and Phasing Plan (CSPP) are specifically included

without limiting the generality implied by the Specifications and the Contract Drawings. Contractor is

responsible for maintenance and repair of measures, and measures used for maintaining aircraft and

vehicular traffic, regardless of cause of damage, until the project is accepted.

METHOD OF MEASUREMENT

100-2.1 Measurement for payment of maintenance and protection of traffic will be made on a lump sum

basis. Measurements for partial payment may be made at the discretion of the Engineer as the work

progresses based on contract time or percent of work completed.

100-2.2 Measurement for payment of gate guard will be made on an hourly basis per person including the

vehicle, if needed. Escorts shown on the Plans or described in the CSPP will not be paid on an hourly basis

and their cost shall be included in the Maintenance and Protection of Traffic item.

100-2.3 Measurement for payment of flaggers, as directed by Engineer, will be made on an hourly basis

per person including the vehicle, if needed and directed. Flaggers shown on the Plans or described in the

CSPP will not be paid on an hourly basis and their cost shall be included in the Maintenance and Protection

of Traffic item.

BASIS OF PAYMENT

100-3.1 The lump sum price bid for maintenance and protection of traffic shall include all equipment,

materials, labor and incidentals necessary to adequately and safely maintain and protect traffic.

In the event the contract completion date is extended, no additional payment will be made for maintenance

and protection of traffic.

Partial payments of the lump sum price bid may be made for this item at the discretion of the Engineer as

the work progresses based on contract time or work completed, less any deductions for unsatisfactory

maintenance and protection of traffic.

No payment will be made under maintenance and protection of traffic for each calendar day during which

there are substantial deficiencies in compliance with the Specification requirements of any subsection of

this Section as determined by the Engineer.

The amount of such calendar day non-payment will be determined by dividing the lump sum amount bid

for maintenance and protection of traffic by the number of calendar days between the date the Contractor

commences work and the date of completion as designated in this proposal, without regard to any extension

of time.

Runway 5 Extension

T.F. Green Airport Maintenance and Protection of Traffic

Warwick, Rhode Island Item SP-100

RIAC Construction Contract No. 26034 Item SP-100-2

Addendum No. 003

If the Contractor fails to maintain and protect traffic adequately and safely for a period of 24 hours, the

Owner shall correct the adverse conditions by any means it deems appropriate and shall deduct the cost of

the corrective work from any monies due the Contractor. The cost of this work shall be in addition to the

liquidated damages and non-payment for maintenance and protection of traffic listed above.

However, where major nonconformance with the requirements of this Specification is noted by the Engineer

and prompt Contractor compliance is deemed not to be obtainable, all contract work may be stopped by

direct order of the Engineer regardless of whether corrections are made by the Owner as stated in the

paragraph above.

100-3.2 Payment for gate guard shall be made at the Contract Unit Price per hour. This price shall be full

compensation for all costs associated with providing a gate guard.

100-3.3 Payment for flaggers, as directed by Engineer, shall be made at the Contract Unit Price per hour.

This price shall be full compensation for all costs associated with providing a gate guard.

Payment will be made under:

Item SP-100-3.1 Maintenance and Protection of Traffic - per lump sum

Item SP-100-3.2 Gate guard - per hour

Item SP-100-3.3 Flaggers, as directed by Engineer - per hour

END OF ITEM SP-100

WARWICK, RHODE ISLAND

T.F. GREEN AIRPORT

Rhode Island Airport Corporation

C&S Engineers, Inc.

GI003

QUANTITIES FOR CANVASS OF BIDS

BOLT CIR

CLE

10 1/4" DIA.

(TY

P.)

4" (N

OMIN

AL)

10'-0" O.C. (TYP.) FOR THRESHOLD LIGHT

SCALE: NOT TO SCALEA1

EXPANSION ANCHORS (TYP.)

METAL STRAPS AND

BAGS (TYP.)

SAND

KILN DRIED (TYP.)

2" X 4" SPRUCE/PINE/FIR,

TO 2" X 4" (TYP.)

LAG BOLT BASE PLATE

TO SIDE BOARDS (TYP.)

NAIL OR SCREW CROSS MEMBERS

TAPE TO 2" X 4" (TYP.)

L-830 ISOLATION TRANSFORMER,

WITH TRESHOLD LIGHT

L-867 CORTEN BASE PLATE

PREVENT DISLODGING BY WIND OR JET BLAST.

BAGS, METAL STRAPS AND EXPANSION ANCHORS TO

2. ANCHOR 2" X 4" FRAME TO PAVEMENT WITH SAND

1. LIGHT UNIT SHALL BE LEVEL.

NOTES:

TEMPORARY LIGHT MOUNTING DETAIL

ifb 26034 a3 - rhode island quantity price total ... riac construction contract no. 26034 00320-3...

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