11-0301_PETERSON-CHASE GEN ENG CONST., INC_Bid Opening Report 2011 Bid Opening Report
Bids Opened January 31, 2011 at 2:00 _ p.m.
Project Title Del Obispo Street Widening From Alipaz to Paseo Adelanto
$ 3,938,074
Project Engineer Nisha Patel, Assoc Eng. Pre Bid Estimate alt $4,266,974
Bidder Bid Amount Bid Bond/Addenda?
1 MCM Construction, Inc /
x 6 , 2. Scrimsher Construction Inc '
//6Aa
3. Peterson-Chase Gen. Eng. Constr. Inc $9110-
V
4, Beador Construction
$
6. /
$
7. !
8. 1
� 1
Sign `tib �. Date __
r
cc: City Clerk Staff(3)
Project Department (3)
The above bid amounts have not been checked. The bid totals are subject to correction
after the bids have been completely reviewed.
Bid Opening Deport
Bids Opened January 31, 2011 _ at 2:00 p.m.
Project Title Del Obispo Street Widening From.Ali az to Paseo Adelanto _
$ 3,938,074
Project Engineer Nisha Patel, Assoc Eng. Pre Bid Estimate alt $4,266,974
Bidder Bid Amount Bid Bond/Addenda?
1. MCM Construction, Inc $%
I 2. Scrirmsher Construction Inc iS L% ALL-
3.
Peterson-Chase Gen. Eng. Constr. Inc
�„•, ,� ,/ 1 it
�•,, 4. Beador Construction Recd Late
5. 1
6. 1
7. 1
$
8. 1
Sign 'LUQ N ' Date L:
f
cc: City Clerk Staff(3)
Project Department (3)
The above bid amounts have not been checked. The bid totals are subject to correction
after the bids have been completely reviewed.
TABULATION OF BID RESULTS
DEL OBISPO STREET WIDENING FROM ALIPAZ STREET TO PASEO ADELANTO
Item Description Quantity Unit Scrimsl-
No. No. E
Unit Price
CIP 07107 Del Obispo Street Widening from Alipaz Street to Paseo Adelanto
GENERAL
1 Mobilization 1 LS 100,000.+
2 Progress schedule. Critical Path Method 1 LS 35,000.1
3 Storm water eollution control/ BMP/Diversion and control of water 1 LS 140,000.1
4 Prepare and im lement construction phasing and traffic control Ian 1 LS 100,000.1
5 Regulatory ermit com Hance and implementation 1 LS 45,000.1
6 Off-street storage of equipment and materials 1 LS 50,000.1
7 Project survey 1 LS 25,000.1
8 Utility potholing1 LS 10,000.1
STREET IMPROVEMENTS
9 Clearing and grubbing LS 10,000,1
10 Remove asphalt paving base and base 9,510 SF 1.1
11 Remove concrete curb and gutter 540 LF 4.1
12 Salvage efaque 1 LS 2,500.1
13 Remove concrete sidewalk 2,200 SF 2,I
14 Remove concrete driveway 250 SF 5.1
15 Remove tree 20 EA BOW
16 Remove chain link fence and 2ate 510 LF 7.1
17 Reset surve monument 1 EA 1,500.(
18 Construct concrete concrete curb, type A-8 495 LF 20.1
19 Construct concrete sidewalk 2,420 SF 4.!
20 Construct concrete driveway 350 SF 8.(
21 Construct concrete curb anf gutter type C-8 650 LF 20.1
22 Construct concrete curb ramp 890 SF 5.(
23 Construct parkway drain modified) 2 EA 3,500.€
24 Construct asphalt concrete. avement base course 400 TON 85.(
25 Construct asphalt concrete pavement surface course 230 TON 85.(
Bid Alt.: Construct asphalt concrete pavement surface coarse (type III-C2-PG
25A 64-10 . 2,300 TON 70.(
26 Construct seal coat 15,400 SY 3.:
27 Construct crushed miscellaneous base 840 CY 38.€
28 Construct retaining wall and cable railing (including excavation and backfill) 266 LF 365.(
29 Construct chain link fence and gate 460 LF 31.E
30 Construct bioswale system 1 LS 9,940.(
31 Construct removable guard post 2 EA 580.(
32 Modify monument sin 1 LS 4,500.(
33 Adjust utility cover/ box to grade 8 EA 600.(
34 Adjust manhole to grade 1 EA 2,500.(
35 Raise manhole to grade 1 EA 2,500.(
BRIDGE
36 (F) Brid e removal (portion) 1 LS 20,000.(
37(F) Structure excavation bride 510 CY 75.(
38 (F) Structure backfill 400 CY 75.(
39 (S) Furnish steel piling (HP 12 x 53)_ 3,518 LF 27,(
40 (F-S) Drive steel 69 EA 1 1,300.(
41 (F) IStructural concrete, bridge footin 115 CY 300,(