GRETNA PUBLIC SCHOOLS

NOTICE TO CONTRACTORS

 

General Notice

GRETNA PUBLIC SCHOOLS (Owner) is requesting Bids for the construction of the following Project:

 

PARKING LOT REPLACEMENT

(GRETNA ELEMENTARY SCHOOL)

 

Bids for the construction of the Project will be received at the office of GRETNA PUBLIC SCHOOLS ADMINISTRATION building, 11717 S 216TH STREET, GRETNA, NEBRASKA 68028, until MARCH 27, 2025, at 4:30 P.M. local time. At that time the Bids received will be publicly opened and read.

The Project includes the following Work:

 

ITEM

NO.            BID ITEM DESCRIPTION     APPROXIMATE QUANTITY

1.                MOBILIZATION/DEMOBILIZATION     1 LS

2.                CLEARING AND GRUBBING GENERAL 1 LS

3.               EXPLORATORY EXCAVATION   40 HR

4.                RELOCATE POST INDICATOR VALVE  1 LS

5.                REMOVE PAVEMENT       11,890 SY

6.                REMOVE SIDEWALK       8,685 SF

7.                REMOVE BUILDING        1 LS

8.                REMOVE STEPS     1 EA

9.                REMOVE MANHOLE        1 EA

10.              REMOVE AND REINSTALL SIGN         23 EA

11.              ABANDON 12” OR SMALLER SEWER PIPE    605 LF

12.              REMOVE 12” OR SMALLER SEWER PIPE      180 LF

13.              REMOVE 15” TO 18” SEWER PIPE      63 LF

14.              REMOVE GATE      1 EA

15.              REMOVE UTILITY BOX    1 EA

16.              REMOVE LIGHT POLE     8 EA

17.              REMOVE RAILING  3 EA

18.              EXCAVATION ON SITE - ESTABLISHED QUANTITY         2,400 CY

19.              CONSTRUCT 8” SANITARY SEWER PIPE      713 LF

20.              CONSTRUCT 8” PIPE BEDDING 713 LF

21.              CONSTRUCT 54” I.D. SANITARY MANHOLE (3EA)  26 VF

22.              CONSTRUCT 8” SANITARY SEWER MANHOLE TAP 3 EA

23.              RECONSTRUCT SANITARY SEWER MANHOLE       2 VF

24.              CONSTRUCT MANHOLE RING COLLAR        3 EA

25.              CONSTRUCT 12” STORM SEWER WITH PIPE BEDDING   205 LF

26.              CONSTRUCT 18” STORM SEWER WITH PIPE BEDDING   365 LF

27.              CONSTRUCT 12” R.C. FLARED END SECTION        2 EA

28.              CONSTRUCT 18” R.C. FLARED END SECTION        1 EA

29.              CONSTRUCT 18” NYLOPLAST CURB INLET (2’ X 3’) WITH HOOD                3 EA

30.              CONSTRUCT 18” NYLOPLAST DRAIN BASIN WITH STANDARD GRATE        1 EA

31.              CONSTRUCT 24” NYLOPLAST DRAIN BASIN WITH BEEHIVE GRATE            1 EA

32.              CONSTRUCT AGGREGATE BEDDING FOR TRENCH STABILIZATION            20 CY

33.              CONSTRUCT TYPE “A” RIP-RAP         20 TN

34.              CONSTRUCT 12” STORM SEWER TAP 1 EA

35.              SUBGRADE PREPARATION       13,862 SY

36.              CONSTRUCT 7” CONCRETE PAVEMENT (TYPE OPW 3500)       12,080 SY

37.              CONSTRUCT 5” PCC SIDEWALK         16,035 SF

38.              CONSTRUCT 6” PCC SIDEWALK         3,645 SF

39.              CONSTRUCT PCC CURB RAMP  603 SF

40.              CONSTRUCT THICKENED EDGE         724 LF

41.              DRILL AND EPOXY 18” #5 EPOXY COATED TIE BARS @ 36” CENTERS       61 EA

42.              PERMANENT PAINT MARKING - 4” YELLOW 2,940 LF

43.              PERMANENT PAINT MARKING - 4” WHITE   1,535 LF

44.              PERMANENT PAINT MARKING - ACCESSIBLE SYMBOL    6 EA

45.              PERMANENT PAINT MARKING - WHITE THRU ARROW   2 EA

46.              PERMANENT PAINT MARKING - WHITE THRU, RIGHT TURN,  

                  AND LEFT TURN ARROW 2 EA

47.              PERMANENT PAINT MARKING WHITE RIGHT TURN ARROW    4 EA

48.              PERMANENT PAINT MARKING - CROSS WALK STRIPING         1 LS

49.              CONSTRUCT PRECAST CONCRETE WHEEL STOP   3 EA

50.              ADJUST SANITARY SEWER MANHOLE TO GRADE  3 EA

51.              ADJUST STORM SEWER MANHOLE TO GRADE      1 EA

52.              ADJUST UTILITY VALVE TO GRADE   4 EA

53.              ADJUST INLET TO GRADE        3 EA

54.              CONSTRUCT ROCK ACCESS ROAD     50 TN

55.              INSTALL SWPPP NOTIFICATION SIGN         1 EA

56.              INSTALL GRATE INLET PROTECTION 6 EA

57.              INSTALL SILT FENCE      589 LF

58.              REMOVE SILT FENCE      589 LF

59.              INSTALL ROLLED EROSION CONTROL, TYPE I WITH SEEDING - TYPE A     380 SY

60.              INSTALL CONDITIONED SOIL  18,850 SF

61.              INSTALL TURF SEED - SNAP BACK RR TURF FESUCE BLEND    1 AC

62.              INSTALL TURF SOD RTF (RHIZOMATOUS TALL FESCUE)         32,000 SF

63.              CONSTRUCT SPADE-CUT EDGE 425 LF

64.              FURNISH AND INSTALL METAL EDGER        135 LF

65.              INSTALL LOW GROW GRASS & WILDFLOWER SEED MIX         0.50 AC

66.              INSTALL OCTER GLORY RED MAPLE  6 EA

67.              INSTALL HONEY LOCUST         3 EA

68.              INSTALL KENTUCKY COFFEETREE     4 EA

69.              INSTALL ACCOLADE ELM         2 EA

70.              INSTALL PRAIRIEFIRE CRABAPPLE    4 EA

71.              INSTALL SNOWDRIFT CRABAPPLE     1 EA

72.              INSTALL BLONDE AMBITION BLUE GRAMA 29 EA

73.              INSTALL KARL FOERSTER FEATHER REED GRASS 14 EA

74.              INSTALL MILLENIUM ORNAMENTAL ONION 16 EA

75.              INSTALL HALCYON HOSTA       14 EA

76.              INSTALL HUSKER RED BEARDTOUNGE       15 EA

77.              INSTALL BLACK-EYED SUSAN   20 EA

78.              INSTALL EVELINE VERONICA   16 EA

79.              INSTALL TRIPLE SHREDDED HARDWOOD MULCH 30 CY

80.              UTILITY RELOCATION ALLOWANCE   1 LS

81.              SITE LIGHTING     1 LS

 

Obtaining the Bidding Documents

Bidding Documents are available online for viewing or download purchase. Go to www.LampRynearson.com and select QUESTCDN at the bottom of page or contact www.questcdn.com and use the Project Search page. Plan sets can be downloaded and saved for $25.00 at either site utilizing eBidDoc™ #9565436. Contact QuestCDN at 952-233-1632 or info@questcdn.com for assistance if needed.

 

The Issuing Office for the Bidding Documents is:

LAMP RYNEARSON

14710 WEST DODGE ROAD, SUITE 100

OMAHA, NEBRASKA 68154

 

Prospective Bidders may obtain or examine the Bidding Documents at the Issuing Office on Monday through Friday between the hours of 8 am and 5 pm and may obtain copies of the Bidding Documents from the Issuing Office as described below. Partial sets of Bidding Documents will not be available from the Issuing Office. Neither Owner nor Engineer will be responsible for full or partial sets of Bidding Documents, including addenda, if any, obtained from sources other than the Issuing Office.

A paper set of Bidding Documents may be obtained from the Engineer upon pre-payment by cash, check, or using prepaid account with Engineer of $50.00 if picked up and $60.00 if mailed (both non-refundable). Contractor must give 24-hour notice to Engineer when picking up paper sets. Neither Owner nor Engineer will be responsible for Bidding Documents, including addenda, if any, obtained from other sources.

 

Pre-bid Conference

A pre-bid conference for the Project will be held on March 19, 2025 at 2:30 pm at Gretna Public Schools Administration building - 11717 S. 216th Street Gretna, NE 68028. Attendance at the pre-bid conference is encouraged but not required.

 

Bid Security

The Bid Security shall be in a separate sealed envelope attached to the Proposal envelope and shall be marked “BID SECURITY FOR PARKING LOT REPLACEMENT” with the bidder’s name and address on said envelope. Each Bid shall be accompanied by bid security in the form of a certified check, cashier’s check or Bid Bond (on the form included with the Bidding Documents) in the amount of 5% OF BID AMOUNT and shall be payable without condition to GRETNA PUBLIC SCHOOLS as a guarantee that the Bidder, if successful, will execute the Agreement and provide an acceptable Contract Bond from an approved surety in the amount of 100 percent of the Contract Price.

 

Payment Procedures

The Owner will issue payment to the Contractor in the amount of 90% of the contracted value of the completed work as of the end of the preceding month, as recommended by the Engineer. Payment for the balanced retained will be issued by the Owner upon completion of the work and approval thereof by the Owner’s Engineer, city or other governmental agency approval when necessary, and acceptance by the Owner.

 

Instructions to Bidders

For all further requirements regarding bid submittal, qualifications, procedures, and contract award, refer to the Instructions to Bidders that are included in the Bidding Documents.

 

LAMP RYNEARSON

D. Joe Oetken, P.E.

Construction Administration Group Leader

 

Job Site: GRETNA ELEMENTARY SCHOOL

801 SOUTH STREET

0124247.01-020

 

3/17, 3/24   ZNEZ

–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––