26-B-868 Measurement and Payment.pdf

Measurement and Payment Section 01025

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 EXPLANATION AND DEFINITIONS

The following explanation of the Measurement and Payment for the bid form items is made for information and guidance. The omission of reference to any item in this description shall not, however, alter the intent of the bid form or relieve the Contractor of the necessity of furnishing such as part of the Contract.

1.02 PAYMENT

A. Payment shall be made for the items listed on the Bid Form on the basis of the work actually performed and completed. Such work shall include, but is not limited to, the furnishing of all necessary labor, materials, equipment, transportation, clean up, and all other appurtenances to complete the construction and installation of the work, to the configuration and extent as shown on the drawings, and described in the specifications.

B. It is intended that all mobilization, maintenance of traffic, sediment and erosion control, testing, insurance, bond, license and other miscellaneous administrative costs, and all other costs to the Contractor not specifically identified in the following item description be distributed among and included in the unit prices stated. No additional payment shall be made for transportation, communications, office maintenance, project signs, maintenance of traffic, barriers, and other incidental work or services, and no further payment shall be made for remobilization unless all of the work is suspended by the Engineer for a period in excess of three months and through no fault to the Contractor.

C. All required manufacturer testing and certification should be included in the unit prices shown in the Proposal and Contract. Density testing required for compacted backfilling, and concrete strength and materials testing required at the time of construction shall be included in the Testing Lab Allowance in the Proposal.

PART 2 - MATERIALS

Not Used

PART 3 - EXECUTION

3.01 INITIAL EXCAVATION - Bid Item No. 1

This item provides for all labor, equipment, material, mobilization, traffic control, and excavation that exposes up to twenty-five (25) feet of existing pipe, as measured in the horizontal plan view. This pay item also includes non-well point dewatering, crushed stone if required by the City for stabilization, hand cleaning of pipe and observation of its condition, protection of existing utilities, barricades and traffic control, backfilling, and all other work pertinent to exposing the pipe and backfilling.

The quantity to be measured for payment under this pay item will be one initial excavations per jobsite made in conjunction with pipe repairs as directed at the various depth ranges listed in the Proposal.

The depth for Initial Excavation shall be the average of the pipe cut (grade elevation minus the pipe invert elevation) measured at each end of the trench which measures twenty-five (25) feet in length or less.

3.02 ADDITIONAL EXCAVATION - Bid Item No. 2

This item provides for excavation exposing up to ten (10) feet of additional existing pipe, as measured in the horizontal plan view in excess of length specified in Pay Item No. 1 per jobsite. This pay item is applicable only in conjunction with, and includes the same work as listed in, Contract Pay Item No. 1, except for mobilization, which is not applicable.

The quantity to be measured for payment under this pay item will be the actual number of such additional excavations made in conjunction with pipe repair as directed at the various depth ranges listed in the proposal. The depth for Additional Excavation shall be the average of the cut (grade elevation minus the pipe invert elevation) measured at each end of the portion of trench which measures ten (10) feet in length or less.

3.03 WELL POINT DEWATERING (INITIAL 15 POINTS)- Bid Item No. 3

This item provides for all labor, materials, and equipment for the mobilization, set-up, and operation of dewatering pumping equipment, including placement of up to Fifteen (15) well points. When directed by the Engineer, the well point dewatering system will stabilize the trench bottom and remain in operation until backfilling operations are complete.

The quantity to be measured for payment under this pay item will be the actual number of such system setups placed in the work, as directed by the Engineer, for various depths listed in the Proposal. The depths will be the same depth paid for under Pay Item No 1, plus length of well point suction head length for the same system.

3.04 WELL POINT DEWATERING (EACH ADDITIONAL POINT)- Bid Item No. 4

This item provides for all labor, materials, and equipment for the set-up and operation of additional well points over and above the well points paid for under Pay Item 4. The work includes connection of the well points to the dewatering pumping equipment.

The quantity to be measured for payment under this pay item will be the actual number of well points placed in the work, as directed by the Engineer, for various depths listed in the proposal, less those well points paid for under Pay Item 3, per system. The depth will be the same depth paid for under Pay Item No. 3.

3.05 PVC SEWER PIPE REPAIR (INITIAL 8 L.F., SDR-26)- Bid Item No. 5

This item provides for all labor, equipment, and materials for the replacement of up to eight (8) lineal feet of PVC sewer pipe (SDR-26), including house laterals, per jobsite. The work includes, but is not limited to, flexible couplings, new PVC sewer replacement pipe, cutting existing pipe, pipe bedding, disposal of existing pipe, and backfilling and compaction to proper grade for surface restoration.

Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be one initial repair made in the work, per jobsite.

3.06 PVC SEWER PIPE REPAIR (ADDITIONAL, SDR-26)- Bid Item No. 6

This item provides for all labor, equipment, and materials for the replacement of PVC sewer pipe over and above the quantity specified in Pay Item No. 5, per jobsite. The work includes the same work included in Pay Item No. 5. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be the actual length in linear feet of replacement pipe placed in the work less the quantity paid for under Pay Item No. 5, per jobsite.

3.07 PVC SEWER PIPE REPAIR (INITIAL 8 L.F., C-900)- Bid Item No. 7

This item provides for all labor, equipment, and materials for the replacement of up to eight (8) lineal feet of PVC sewer pipe (C-900), including house laterals, per jobsite. The work includes, but is not limited to, flexible couplings, new PVC sewer replacement pipe, cutting existing pipe, pipe bedding, disposal of existing pipe, and backfilling and compaction to proper grade for surface restoration.

Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be one initial repair made in the work, per jobsite.

3.08 PVC SEWER PIPE REPAIR (ADDITIONAL, C-900)- Bid Item No. 8

This item provides for all labor, equipment, and materials for the replacement of PVC sewer pipe over and above the quantity specified in Pay Item No. 7, per jobsite. The work includes the same work included in Pay Item No. 7. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be the actual length in linear feet of replacement pipe placed in the work less the quantity paid for under Pay Item No. 7, per jobsite.

3.09 PVC PRESSURE PIPE REPAIR (INITIAL 8 L.F., C-900)- Bid Item No. 9

This item provides for all labor, equipment, and materials for the replacement of up to eight (8) lineal feet of PVC pressure pipe per jobsite. The work includes, but is not limited to, repair of sleeved or iron solid sleeved, new PVC pressure replacement pipe (C-900), cutting existing pipe, pipe bedding, disposal of existing pipe, and backfilling and compaction to proper grade for surface restoration.

Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be one initial repair made in the work, per jobsite.

3.10 PVC PRESSURE PIPE REPAIR (ADDITIONAL L.F., C-900)- Bid Item No. 10

This item provides for all labor, equipment, and materials for the replacement of PVC pressure pipe over and above the quantity specified in Pay Item No. 9, per jobsite. The work includes the same work included in Pay Item No. 9. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be the actual length in linear feet of replacement pipe placed in the work, less the quantity paid for under Pay Item 9, per jobsite.

3.11 DUCTILE IRON PRESSURE PIPE REPAIR (INITIAL 8 L.F.)- Bid Item No. 11

This item provides for all labor, equipment, and materials for the replacement of up to eight (8) lineal feet of ductile iron pressure pipe per jobsite. The work includes, but is not limited to, repair of sleeved or iron solid sleeved, new ductile iron pressure replacement pipe, cutting existing pipe, pipe bedding, disposal of existing pipe, and backfilling and compaction to proper grade for surface restoration.

Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be one initial repair made in the work, per jobsite.

3.12 DUCTILE IRON PRESSURE PIPE REPAIR (ADDITIONAL L.F.) Bid Item No. 12

This item provides for all labor, equipment, and materials for the replacement of ductile iron pressure pipe over and above the quantity specified in Pay Item No. 11, per jobsite. The work includes the same work included in Pay Item No. 11. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be the actual length in linear feet of replacement pipe placed in the work, less the quantity paid for under Pay Item 11, per jobsite.

3.13 SANITARY SEWER MANHOLE INSTALLATION DIAMETER) - Bid Item No. 13

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of

The quantity to be measured for payment under this pay item will be the actual number of manholes installed and the vertical footage of each manhole. Payment shall be made based on the depth of each manhole, in accordance with the respective pay item. Removal and disposal of existing manholes will be paid under bid item number 15. Connection of sewer lines (gravity or force main), shall be paid under bid item number 36 and/or 37.

3.14 SANITARY SEWER MANHOLE INSTALLATION DIAMETER) - Bid Item No. 14

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of manhole, in accordance with the respective pay item. Removal and disposal of existing manholes will be paid under bid item number 15. Connection of sewer lines (gravity or force main), shall be paid under bid item number 36 and/or 37.

3.15 MANHOLE REMOVAL AND DISPOSAL Bid Item No. 15

This item provides for the mobilization, setup, all labor, equipment and materials for the removal and disposal of sanitary sewer manholes.

The quantity to be measured for payment under this pay item will be the actual number of manholes removed and disposed of and the vertical footage of each manhole. Payment shall be made based on the depth of each manhole, in accordance with the respective pay item.

3.16 STORMWATER MANHOLE INSTALLATION DIAMETER) - Bid Item No. 16

This item provides for the mobilization, setup, all labor, equipment and materials for the installation of manhole, in accordance with the respective pay item. Removal and disposal of existing manholes will be paid under bid item number 15. Connection of gravity sewer lines shall be paid under bid item number 36.

3.17 STORMWATER MANHOLE INSTALLATION DIAMETER) - Bid Item No. 17

This item provides for the mobilization, setup, all labor, equipment and materials for the installation of manhole, in accordance with the respective pay item. Removal and disposal of existing manholes will be paid under bid item number 15. Connection of gravity sewer lines shall be paid under bid item number 36.

3.18 FIBERGLASS MANHOLE LINER - Bid Item No. 18

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of fiberglass manhole liners.

The quantity to be measured for payment under this pay item will be the actual length in vertical feet of fiberglass manhole liner installed. Payment shall be made based on the diameter of each manhole, in accordance with the respective pay item.

3.19 DIRECTIONAL BORE - HDPE - Bid Item No. 19

This item provides for the mobilization, setup, by-pass pumping, all labor, equipment, materials, and traffic control for the installation of HDPE pipe by directional boring.

The quantity to be measured for payment under this pay item will be the actual length in linear feet of pipe installed and accepted.

3.20 MANHOLE CORING Bid Item No. 20

This item provides for the mobilization, setup, all labor, equipment, and materials for the coring of sanitary sewer manholes.

The quantity to be measured for payment under this pay item will be the actual number of cores performed. Payment shall be made based on the core diameter, in accordance with the respective pay item.

3.21 MANHOLE RING & COVER REPLACEMENT, ASPHALT OR CONCRETE Bid item No. 21

This item provides for the mobilization, setup, all labor, equipment and materials for the removal and disposal of existing manhole ring and covers and the installation of new manhole ring and covers, including asphalt or concrete restoration. Asphalt Surface Restoration Pay Item 29, or Concrete Sidewalk or Driveway Restoration Pay Items 31, 32 & 33 will not be used for this item unless approved by the City.

The quantity to be measured for payment under this pay item will be the actual number of manhole ring and covers installed and accepted.

3.22 MANHOLE RING & COVER REPLACEMENT, GRASS Bid item No. 22

This item provides for the mobilization, setup, all labor, equipment, materials, and traffic control for the removal and disposal of existing manhole ring and covers and the installation of new manhole ring and covers, including asphalt or concrete restoration. Sodding restoration (Pay Item 34) will not be used for this item unless approved by the City.

The quantity to be measured for payment under this pay item will be the actual number of manhole ring and covers installed and accepted.

3.23 SANITARY SEWER MANHOLE INSIDE DROP, to DEEP Bid Item No.23

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of sanitary sewer manhole inside drops in manholes up to 5 feet in depth

The quantity to be measured for payment under this pay item will be the actual number of inside drops installed and accepted.

3.24 SANITARY SEWER MANHOLE INSIDE DROP, >5' to 10' DEEP Bid Item No.24

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of sanitary sewer manhole inside drops in manholes between 5 feet and 10 feet in depth.

The quantity to be measured for payment under this pay item will be the actual number of inside drops installed and accepted.

3.25 SANITARY SEWER MANHOLE INSIDE DROP, >10' DEEP Bid Item No.25

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of sanitary sewer manhole inside drops in manholes greater than 10 feet in depth

The quantity to be measured for payment under this pay item will be the actual number of inside drops installed and accepted.

3.26 CLEAN OUT INSTALLATION (With 2' x 2' Concrete Pad) Bid Item No. 26

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of sanitary sewer clean outs with 2' x 2' concrete pads.

The quantity to be measured for payment under this pay item will be the actual number of sanitary sewer clean outs with 2' x 2' concrete pads installed and accepted.

3.27 FLOWABLE FILL Bid Item No. 27

This item provides for the mobilization, setup, all labor, equipment, and materials for the installation of flowable fill as described in the Technical Specifications.

The quantity to be measured for payment under this pay item will be the actual number of cubic yards of flowable fill installed and accepted.

3.28 PAVEMENT BASE RESTORATION or DEPTH) - Bid Item No. 28

This item provides for the mobilization, setup, all labor, equipment and materials for the furnishing and placement of crushed concrete pavement base, in eight (8) or sixteen (16) inch thick layers as described in the Technical Specifications. The intent of this bid item is for the restoration/replacement of roadway base, in preparation for asphalt paving.

The quantity of pavement base restoration to be measured for payment under this pay item will be the actual area, in square yards installed and accepted.

3.29 ASPHALT SURFACE RESTORATION THICK) - Bid Item No. 29

This item provides for the mobilization, setup, all labor, equipment and materials for the furnishing and placement of one and a half (1.5) inch thick (compacted thickness) of asphaltic concrete of a type as directed by the Engineer and as described in the Technical Specifications.

The quantity of pavement surface restoration to be measured for payment under this pay item will be the actual area in square yards of such pavement restoration installed and accepted.

3.30 BRICK ROADWAY/DRIVEWAY RESTORATION - Bid Item No. 30

This item provides for the mobilization, setup, all labor, equipment, and materials for the restoration of brick roadway surfaces and driveway as described in the Technical Specifications. The Contractor's unit price should include the cost of removing and cleaning existing bricks, all necessary base restoration, and (re)placement of bricks. Bid item 28, Pavement Base Restoration, will not be utilized for this bid item

The quantity of pavement base restoration to be measured for payment under this pay item will be the actual area, in square yards installed and accepted.

3.31 CONCRETE SIDEWALK RESTORATION (3000 PSI, THICK) Bid Item No. 31

This item provides for the mobilization, setup, all labor, equipment, and material necessary for concrete sidewalk restoration as described in the Technical Specifications.

The quantity of concrete sidewalk restoration to be measured for payment under this pay item will be the actual area in square yards restored.

3.32 CONCRETE SIDEWALK RESTORATION (3000 PSI, THICK) Bid Item No. 32

This item provides for the mobilization, setup, all labor, equipment, and material necessary for concrete sidewalk restoration as described in the Technical Specifications.

The quantity of concrete sidewalk restoration to be measured for payment under this pay item will be the actual area in square yards restored.

3.33 CONCRETE DRIVEWAY RESTORATION (3000 PSI, THICK) - Bid Item No. 33

This item provides for the mobilization, setup, all labor, equipment, and material necessary for concrete driveway restoration as described in the Technical Specifications.

The quantity of concrete driveway restoration to be measured for payment under this pay item will be the actual area in square yards restored.

3.34 CONCRETE CURB RESTORATION (ALL TYPES) - Bid Item No. 34

This item provides for the mobilization, setup, all labor, equipment, and material necessary for construction of concrete curb that may be damaged or removed to make a repair. The curb will be replaced to match the existing curb.

The quantity of concrete curb restoration to be measured for payment under this pay item will be the actual length, in lineal feet, of existing curb removed and replaced in the work, as directed by the Engineer.

3.35 SODDING RESTORATION (ALL TYPES) - Bid Item No. 35

This item provides for the mobilization, setup, all labor, equipment, and material necessary for grass restoration by sodding, as described in the Technical Specifications.

The quantity of grass restoration by sodding to be measured for payment under this pay item will be the actual area, in square yards, installed and accepted.

3.36 CONNECT GRAVITY SEWER TO NEW/EXISTING MANHOLE (INCLUDING BENCH REPAIR

AND/OR FIBERGLASS) - Bid Item No. 36

This item provides for the mobilization, setup, all labor, equipment, and material necessary for connection of gravity sewer lines to new or existing manhole structures.

The quantity to be measured for payment under this pay item will be each actual connection, regardless of pipe size or depth, made to new or existing manholes.

3.37 CONNECT FORCE MAIN TO NEW/EXISTING MANHOLE (INCLUDING BENCH REPAIR

AND/OR FIBERGLASS) - Bid Item No. 37

This item provides for the mobilization, setup, all labor, equipment, and material necessary for connection of new force mains to existing manhole structures.

The quantity to be measured for payment under this pay item will be each actual connection, regardless of pipe size or depth, made to existing manholes.

3.38 REMOVE/REPLACE WITH RCP (INITIAL 8 L.F.) - Bid Item No. 38

This item provides for all labor, equipment and material necessary for the removal and replacement of up to eight (8) lineal feet of storm drain pipe with reinforced concrete pipe (RCP) of similar diameter.

This work includes, but is not limited to, connection material, new reinforced concrete replacement pipe, cutting existing pipe, pipe bedding, disposal of existing pipe, and backfilling and compaction to proper grade for surface restoration. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be one initial repair/replacement made in the work, per jobsite.

3.39 REMOVE/REPLACE WITH RCP (ADDITIONAL LF)- Bid Item No. 39

This item provides for all labor, equipment, and materials for the replacement of reinforced concrete pipe (RCP) pipe over and above the quantity specified in Pay Item No. 38, per jobsite. The work includes the same work included in Pay Item No. 38. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be the actual length in linear feet of replacement pipe placed in the work less the quantity paid for under Pay Item No. 35, per jobsite.

3.40 CONCRETE PIPE COLLAR (FDOT INDEX NO. 280) - Bid Item No. 40

This item provides for all the labor, equipment, and material to provide a concrete pipe collar repair as described in the FDOT Standard Plans for Road Construction Design Standard Index No. 280.

The quantity to be measured for payment under this pay item will be each actual concrete pipe collar installed.

3.41 BYPASS PUMPING AROUND SET-UP, SANITARY SEWER Bid Item No. 41

This item provides for all labor, materials, and equipment for the mobilization and set-up, of by-pass pumping equipment for the diversion of sanitary sewer flows.

The quantity to be measured for payment under this pay item will be one bypass pumping systems set-up per jobsite.

3.42 BYPASS PUMP AROUND PUMPING OPERATION Bid Item No. 42

This item provides for all labor, materials, and equipment for the continuous operation of by-pass pumping equipment for the diversion of sanitary sewer flows.

The quantity to be measured for payment under this pay item will be the actual number of days that the bypass pumping system is in operation.

3.43 UNDERDRAIN Bid Item No. 43

This item provides for all labor, equipment, and material necessary for the removal and replacement of underdrain pipe, including disposal of existing pipe, excavation, backfilling and compaction to proper grade for surface restoration. Furnishing and installing cleanouts as required will be incidental to this work.

The quantity to be measured for payment under this pay item will be the actual number of lineal feet of underdrain pipe removed and replaced, as measured from the end of pipe to end of pipe, and rounded to the nearest one foot.

3.44 EMERGENCY WORK ORDER MOBILIZATION Bid Item No. 44

This item provides for compensation for all necessary labor, materials, and equipment when the Contractor is required to mobilize to an emergency repair site within a 24 hour of receipt of an emergency work order.

The quantity to be measured for payment under this pay item will be the actual number of emergency work order mobilizations per event.

3.45 GATE VALVE (RECLAIM WATER) Bid Item No. 45

This item provides for all labor, equipment, and materials for placement of gate valves in the reclaim water system as seen in the Technical Specifications. This work includes but is not limited to installation of valve, valve restraints, iron solid sleeve, valve riser, new ductile iron or C900 PVC pressure pipe, cutting existing pipe, pipe bedding, disposal of existing pipe, back filling and compaction to proper grade for surface restoration. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be actual number of valves installed.

3.46 BUTTERFLY VALVE (RECLAIM WATER) Bid Item No. 46

This item provides for all labor, equipment, and materials for placement of gate valves in the reclaim water system as seen in the Technical Specifications. This work includes but is not limited to installation of valve, valve restraints, iron solid sleeve, valve riser, new ductile iron or C900 PVC pressure pipe, cutting existing pipe, pipe bedding, disposal of existing pipe, back filling and compaction to proper grade for surface restoration. Excavation for this item will be paid for under Pay Item 1 and Pay Item 2.

The quantity to be measured for payment under this pay item will be actual number of valves installed.

3.47 Maintenance of Traffic Bid Item No. 47

This item provides for all labor, equipment, and materials necessary to operate the traffic control plan to expedite vehicular traffic flow around the construction area as described in the Technical Specifications.

The quantity to be measured for payment under this pay item will be the actual number of days that the traffic control plan is in operation.

END OF SECTION