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City of San Marcos
<br />BID TABS
<br />MCCARTY LANE PHASE II
<br />(THURSDAY, MARCH 4, 2010)
<br />Notes: Items in read are noted discrepancies in the bid documents.
<br />For Harris Road: Items
<br />36,40,43, 65,66, 92, 98, 101, 114, 115. 116,123,124,126,127,130,135,136 ,139,140,141,142,143,144,145, &148
<br />the Unit Totals shown did not match the calculated value using the written (or numeric) unit price per unit
<br />bid multiplied by the quantity. Written unit bids were used and the unit total was recalculated. The
<br />corrections resulted in an overall reduction of bid of $123.65.
<br />For Cash Construction: Item 157 was shown written words as $45, numerically as $450. Confirmed to be
<br />$450.00 per unit.
<br />PAGE 10 OF 15
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<br />Ca itaI Excavation
<br />FT Woods
<br />Chasco Const.
<br />Item No.
<br />Bid Code
<br />DESCRIPTION
<br />UNIT
<br />Quant
<br />Unit Bid
<br />Unit Total
<br />Unit Bid
<br />Unit Total
<br />Unit Bid
<br />Unit Total
<br />169
<br />510 -JW -18X18
<br />WET CONNECTION 18 "X18" DIA.
<br />EA
<br />2
<br />$3,200.00
<br />$6,400.00
<br />$2,300.00
<br />$4,600.00
<br />$2,600.00
<br />$5,200.00
<br />170
<br />510 -JW -24X24
<br />WET CONNECTION 24 "X24" DIA.
<br />EA
<br />1
<br />$3,200.00
<br />$3,200.00
<br />$2,800.00
<br />$2,800.00
<br />$5,300.00
<br />$5,300.00
<br />171
<br />510 -KW
<br />DUCTILE IRON FITTINGS
<br />TON
<br />3.1
<br />$1.00
<br />$3.10
<br />$11,900.00
<br />$36,890.00
<br />$8,600.00
<br />$26,660.00
<br />172
<br />511 -G
<br />AUTOMATIC COMBINATION AIR/VACUUM
<br />RELEASE
<br />VALVE ASSEMBLY, 2" DIAMETER
<br />EA
<br />6
<br />$1,600.00
<br />$9,600.00
<br />$1,200.001
<br />$7,200.00
<br />$1,550.00
<br />$9,300.00
<br />173
<br />511S -A16
<br />GATE VALVE (RESILIENT SEATED GATE TYPE)
<br />16 IN C -509
<br />EA
<br />6
<br />$6,200.00
<br />$37,200.00
<br />$5,000.00
<br />$30,000.00
<br />$6,100.00
<br />$36,600.00
<br />174
<br />511S -A24
<br />GATE VALVE (RESILIENT SEATED GATE TYPE)
<br />24 IN C -151
<br />EA
<br />1
<br />$18,000.00
<br />$18,000.00
<br />$18,000.00
<br />$18,000.00
<br />$17,300.00
<br />$17,300.00
<br />175
<br />511S -A6
<br />GATE VALVE (RESILIENT SEATED GATE TYPE)
<br />(6 IN) C -509
<br />EA
<br />18
<br />$1,000.00
<br />$18,000.00
<br />$700.00
<br />$12,600.00
<br />$715.00
<br />$12,870.00
<br />176
<br />511S -B
<br />FIRE HYDRANT ASSEMBLY
<br />EA
<br />18
<br />$2,500.00
<br />$45,000.00
<br />$2,000.00
<br />$36,000.00
<br />$2,035.00
<br />$36,630.00
<br />177
<br />511S -DSP
<br />DISINFECTION SAMPLING PORT
<br />EA
<br />6
<br />$1,200.00
<br />$7,200.00
<br />$1,300.00
<br />$7,800.00
<br />$1,500.00
<br />$9,000.00
<br />178
<br />5115 -E
<br />DRAIN VAVLE
<br />EA
<br />1
<br />$2,200.00
<br />$2,200.00
<br />$2,300.00
<br />$2,300.00
<br />$2,200.00
<br />$2,200.00
<br />179
<br />701S -C
<br />TEMPORARY CHAIN LINK VEHICULAR GATE FOR
<br />TEMPORARY STAGING
<br />EA
<br />1
<br />$700.00
<br />$700.00
<br />$900.00
<br />$900.00
<br />$720.00
<br />$720.00
<br />180
<br />701S -H
<br />TEMPORARY SECURITY FENCE, FOR STAGING
<br />AREA
<br />LF
<br />373
<br />$15.00
<br />$5,595.00
<br />$18.00
<br />$6,714.00
<br />$15.00
<br />$5,595.00
<br />181
<br />802S -B
<br />PROJECT SIGN
<br />LS
<br />2
<br />$450.00
<br />$900.00
<br />$485.00
<br />$970.00
<br />$800.00
<br />$1,600.00
<br />SUBTOTAL VOLUME 1
<br />$6,137,069.55
<br />$6,370,150.50
<br />$5,996,132.72
<br />Volume II
<br />182
<br />5065
<br />MANHOLES, STANDARD B' DEEP, 48" DIAMETER I
<br />EA
<br />10.00
<br />$3,800.00
<br />$38,000.00
<br />$3,200.00
<br />$32,000.00
<br />$3,400.00
<br />$34,000.00
<br />183
<br />506S
<br />ADDITIONAL DEPTH ON MANHOLES
<br />VF
<br />44.00
<br />$250.00
<br />$11,000.00
<br />$175.00
<br />$7,700.00
<br />$245.00
<br />$10,780.00
<br />184
<br />509S
<br />TRENCH SAFETY
<br />LF
<br />3265.00
<br />$1.00
<br />$3,265.00
<br />$1.10
<br />$3,591.50
<br />$1.75
<br />$5,713.75
<br />185
<br />510
<br />PIPE, SDR 26,15" ALL DEPTHS
<br />LF
<br />3020.00
<br />$50.00
<br />$151,000.00
<br />$52.00
<br />$157,040.00
<br />$51.00
<br />$154,020.00
<br />186
<br />510
<br />PIPE HOBAS 21" DIAMETER
<br />LF
<br />245.00
<br />$85.00
<br />$20,825.00
<br />$77.00
<br />$18,865.00
<br />$111.00
<br />$27,195.00
<br />187
<br />510
<br />OPEN CUT AND INSTALL 27" STEEL ENCASEMEN
<br />LF
<br />30.00
<br />$185.00
<br />$5,550.00
<br />$224.00
<br />$6,720.00
<br />$164.00
<br />$4,920.00
<br />188
<br />510
<br />OPEN CUT AND INSTALL 33" STEEL ENCASEMEN
<br />LF
<br />141.50
<br />$220.00
<br />$31,130.00
<br />$152.00
<br />$21,508.00
<br />$225.00
<br />$31,837.50
<br />189
<br />510
<br />CONNECT TO EXISTING MANHOLE
<br />EA
<br />1.00
<br />$6,000.00
<br />$6,000.00
<br />$7,450.00
<br />$7,450.00
<br />$2,300.00
<br />$2,300.00
<br />190
<br />510
<br />CONNECT TO EXISTING STUBOUT
<br />SUBTOTAL VOLUME II
<br />EA
<br />1.00
<br />$1,000.00
<br />$1,000.00
<br />$267,770.00
<br />$975.00
<br />$975.00
<br />$255,849.601
<br />$1,200.00
<br />$1,200.00
<br />$271,966.25
<br />PROJECT TOTAL
<br />$6,404,839.55
<br />$6,626,000.00
<br />$6,268,098.97
<br />Notes: Items in read are noted discrepancies in the bid documents.
<br />For Harris Road: Items
<br />36,40,43, 65,66, 92, 98, 101, 114, 115. 116,123,124,126,127,130,135,136 ,139,140,141,142,143,144,145, &148
<br />the Unit Totals shown did not match the calculated value using the written (or numeric) unit price per unit
<br />bid multiplied by the quantity. Written unit bids were used and the unit total was recalculated. The
<br />corrections resulted in an overall reduction of bid of $123.65.
<br />For Cash Construction: Item 157 was shown written words as $45, numerically as $450. Confirmed to be
<br />$450.00 per unit.
<br />PAGE 10 OF 15
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