ESBD_File_354363_Attachment A-1 Price Sheet.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- 24-066
- Issued by
- Fort Bend County, Mildred Town, Texas
About this file
This document is an Attachment A-1 Price Sheet for IFB 24-066 issued by the City of Missouri City, Texas. The contract opportunity is for the installation of three traffic signals along Lake Olympia Parkway at Crow Valley Dr., Swan Isle Blvd./Peninsulas Dr., and Misty Hollow Dr. The price sheet includes 79 bid items with estimated quantities, such as concrete pavement, conduit, electrical conductors, pavement markings, traffic signal equipment, and a $20,000 contingency allowance. Responses to IFB 24-066 must be delivered by 3 PM CDT on May 9, 2024, and a non-mandatory pre-proposal conference is scheduled for 10 AM CDT on April 4, 2024 at City Hall.
The completed price sheet must be signed by an authorized representative and submitted both in hard copy and electronically on a flash drive. The total bid price, number of calendar days to complete the project, and company information must also be provided on the price sheet. The City reserves the right to reject any or all responses and make awards in the best interest of the City. All costs incurred in developing a response to this solicitation are the responsibility of the interested parties.
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Other files
| File | Type | Posted |
|---|---|---|
| ESBD_File_354363_IFB 24-066 Install Traffic Signals on Lake Olympia.pdf |
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Text version
Sheet1 Attachment A-1 Price Sheet
IFB 24-066
Instructions: This Price Sheet is formatted so that you can only insert the unit prices in the shaded cells, and provide the requested information in the spaces provided on the last page. Once completed, it must be signed by an authorized representative of your company, printed, and provided with the other documents specified in Section 42 Submittals of IFB 24-066. For verification, the completed Price Sheet must be submitted on a flash drive as a separate excel file as required per Section 42 Submittals of IFB 24-066.
| Item | Item Description | Est. Qty. | Unit | Unit Price | Extension Price |
| 1 | REMOVING CONC (PAV) | 540 | SY | $ - 0 | |
| 2 | REMOVING CONC (CURB) | 460 | LF | $ - 0 | |
| 3 | REMOVING CONC (SIDEWALK OR RAMP) | 359 | SY | $ - 0 | |
| 4 | REMOVING CONC (PAVERS) | 512 | SY | $ - 0 | |
| 5 | CONC PVMT (CONT REINF - CRCP) (8") | 562 | SY | $ - 0 | |
| 6 | DRILL SHAFT (TRF SIG POLE) (30 IN) | 24 | LF | $ - 0 | |
| 7 | DRILL SHAFT (TRF SIG POLE) (36 IN) | 112 | LF | $ - 0 | |
| 8 | DRILL SHAFT (TRF SIG POLE) (48 IN) | 66 | LF | $ - 0 | |
| 9 | MOBILIZATION (NOT TO EXCEED 5% OF TOTAL CONSTRUCTION COST INCLUDING $150.00 CONTRACTOR REGISTRATION FEE LESS MOBILIZATION) | 1 | LS | $ - 0 | |
| 10 | PROVIDE INSURANCE, PAYMENT AND PERFORMANCE BONDS FOR THE ENTIRE CONTRACT, COMPLETE AND IN PLACE | 1 | LS | $ - 0 | |
| 11 | CONC CURB (TY II) | 299 | LF | $ - 0 | |
| 12 | CONC SIDEWALKS (6") | 39 | SY | $ - 0 | |
| 13 | CURB RAMPS (TY 7) | 23 | EA | $ - 0 | |
| 14 | CONCRETE MEDIAN (NOSE) | 12 | SY | $ - 0 | |
| 15 | CONDT (PVC) (SCH 80) (2") | 280 | LF | $ - 0 | |
| 16 | CONDT (PVC) (SCH 80) (2") (BORE) | 300 | LF | $ - 0 | |
| 17 | CONDT (PVC) (SCH 80) (3") | 220 | LF | $ - 0 | |
| 18 | CONDT (PVC) (SCH 80) (4") | 30 | LF | $ - 0 | |
| 19 | CONDT (PVC) (SCH 80) (4") (BORE) | 1,050 | LF | $ - 0 | |
| 20 | ELEC CONDR (NO.6) BARE | 1,520 | LF | $ - 0 | |
| 21 | ELEC CONDR (NO.4) BARE | 290 | LF | $ - 0 | |
| 22 | ELEC CONDR (NO.4) INSULATED | 1,110 | LF | $ - 0 | |
| 23 | TRAY CABLE (4 CONDR) (12 AWG) | 1,960 | LF | $ - 0 | |
| 24 | GROUND BOX TY D (162922) | 11 | EA | $ - 0 | |
| 25 | GROUND BOX TY D (162922)W/APRON | 3 | EA | $ - 0 | |
| 26 | ELC SRV TY D 120/240 070(NS)SS(E)SP(O) | 3 | EA | $ - 0 | |
| 27 | REMOVE SM RD SN SUP&AM | 20 | EA | $ - 0 | |
| 28 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | 2,461 | LF | $ - 0 | |
| 29 | REFL PAV MRK TY I (Y)8"(SLD)(100MIL) | 735 | LF | $ - 0 | |
| 30 | REFL PAV MRK TY I(Y)(MED NOSE)(100MIL) | 3 | EA | $ - 0 | |
| 31 | REFL PAV MRK TY II (Y) 12" (SLD) | 1,650 | LF | $ - 0 | |
| 32 | PAVEMENT SEALER 4" | 2,310 | LF | $ - 0 | |
| 33 | PAVEMENT SEALER 8" | 735 | LF | $ - 0 | |
| 34 | PAVEMENT SEALER 24" | 2,461 | LF | $ - 0 | |
| IFB 24-066 |
Attachment A-1
| Item | Item Description | Est. Qty. | Unit | Unit Price | Extension Price |
| 35 | RE PM W/RET REQ TY I (W) 4"(BRK)(100MIL) | 1,545 | LF | $ - 0 | |
| 36 | RE PM W/RET REQ TY I (W) 4"(SLD)(100MIL) | 360 | LF | $ - 0 | |
| 37 | RE PM W/RET REQ TY I (Y) 4"(SLD)(100MIL) | 405 | LF | $ - 0 | |
| 38 | PREFAB PAV MRK TY C (W) (ARROW) | 8 | EA | $ - 0 | |
| 39 | PREFAB PAV MRK TY C (W) (WORD) | 8 | EA | $ - 0 | |
| 40 | REFL PAV MRKR TY I-C | 294 | EA | $ - 0 | |
| 41 | REFL PAV MRKR TY II-A-A | 12 | EA | $ - 0 | |
| 42 | REFL PAV MRKR TY II-C-R | 62 | EA | $ - 0 | |
| 43 | ELIM EXT PAV MRK & MRKS (4") | 1,905 | LF | $ - 0 | |
| 44 | ELIM EXT PAV MRK & MRKS (8") | 735 | LF | $ - 0 | |
| 45 | ELIM EXT PAV MRK & MRKS (24") | 2,461 | LF | $ - 0 | |
| 46 | ELIM EXT PAV MRK & MRKS (ARROW) | 2 | EA | $ - 0 | |
| 47 | ELIM EXT PAV MRK & MRKS (WORD) | 2 | EA | $ - 0 | |
| 48 | PAV SURF PREP FOR MRK (4") | 1,905 | EA | $ - 0 | |
| 49 | PAV SURF PREP FOR MRK (8") | 735 | LF | $ - 0 | |
| 50 | PAV SURF PREP FOR MRK (24") | 2,461 | LF | $ - 0 | |
| 51 | PAV SURF PREP FOR MRK (ARROW) | 8 | LF | $ - 0 | |
| 52 | PAV SURF PREP FOR MRK (WORD) | 8 | EA | $ - 0 | |
| 53 | INSTALL HWY TRF SIG (ISOLATED) | 3 | EA | $ - 0 | |
| 54 | VEH SIG SEC (12")LED(GRN) | 24 | EA | $ - 0 | |
| 55 | VEH SIG SEC (12")LED(GRN ARW) | 8 | EA | $ - 0 | |
| 56 | VEH SIG SEC (12")LED(YEL) | 24 | EA | $ - 0 | |
| 57 | VEH SIG SEC (12")LED(YEL ARW) | 10 | EA | $ - 0 | |
| 58 | VEH SIG SEC (12")LED(RED) | 24 | EA | $ - 0 | |
| 59 | VEH SIG SEC (12")LED(RED ARW) | 14 | EA | $ - 0 | |
| 60 | PED SIG SEC (LED)(COUNTDOWN) | 24 | EA | $ - 0 | |
| 61 | BACKPLATE W/REFL BRDR(4 SEC) | 8 | EA | $ - 0 | |
| 62 | BACKPLATE W/REFL BRDR(3 SEC) | 24 | EA | $ - 0 | |
| 63 | TRF SIG CBL (TY A)(12 AWG)(2 CONDR) | 3,560 | LF | $ - 0 | |
| 64 | TRF SIG CBL (TY A)(12 AWG)(5 CONDR) | 3,560 | LF | $ - 0 | |
| 65 | TRF SIG CBL (TY A)(12 AWG)(7 CONDR) | 4,900 | LF | $ - 0 | |
| 66 | INS TRF SIG PL AM(S)1 ARM(24')LUM | 2 | EA | $ - 0 | |
| 67 | INS TRF SIG PL AM(S)1 ARM(40')LUM | 2 | EA | $ - 0 | |
| 68 | INS TRF SIG PL AM(S)1 ARM(44')LUM | 5 | EA | $ - 0 | |
| 69 | INS TRF SIG PL AM(S)1 ARM(50')LUM | 3 | EA | $ - 0 | |
| 70 | PED POLE ASSEMBLY | 12 | EA | $ - 0 | |
| 71 | PED DETECT PUSH BUTTON (APS) | 24 | EA | $ - 0 | |
| 72 | PED DETECTOR CONTROLLER UNIT | 3 | EA | $ - 0 | |
| 73 | CCTV FIELD EQUIPMENT (DIGITAL) | 3 | EA | $ - 0 | |
| 74 | BBU SYSTEM (STAND-ALONE BATT CABINET) | 3 | EA | $ - 0 | |
| 75 | VIVDS PROSR SYS | 3 | EA | $ - 0 | |
| 76 | VIVDS CAM ASSY FXD LNS | 12 | EA | $ - 0 | |
| 77 | VIVDS CNTRL SOFTWARE | 3 | EA | $ - 0 | |
| 78 | VIVDS CABLING | 2,910 | LF | $ - 0 | |
| IFB 24-066 |
Attachment A-1
| Item | Item Description | Est. Qty. | Unit | Unit Price | Extension Price |
| 79 | CONTINGENCY: SITE CONTINGENCY ALLOWANCE TO BE USED ONLY WHEN DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF MISSOURI CITY. UTILIZATION OF THIS CONTINGENCY WILL DEPEND ON FIELD CONDITIONS. | 1 | LS | $ 20,000.00 | $ 20,000.00 |
| (INCLUDES ITEMS 1 THROUGH 79) | Total Bid Price: | $ 20,000.00 | |||
| Company Name: | ____________________________ |
Name of Authorized Individual: ____________________________
Signature of Authorized Individual: ____________________________
Number of Calendar Days to Complete Project: ____________________________
IFB 24-066
Attachment A-1
File details come from the government source that posted it. Updated .