tender amendment modification d'appel d'offres - Buyandsell.gc.ca

TENDER AMENDMENT

Title: Tunnel Mountain Village II Utility Upgrades – Banff National Park

RETURN BIDS TO: Parks Canada Agency 635 – 8 Avenue S.W., Suite 1300 Calgary, AB T2P 3M3 Bid Fax: (403) 292‐4475 The referenced document is hereby amended: unless otherwise indicated, all other terms and conditions of the contract remain the same. Issuing Office: Parks Canada Agency 635 – 8 Avenue S.W., Suite 1300 Calgary, AB T2P 3M3 ___________________________________________

MODIFICATION D’APPEL D’OFFRES RETOURNER LES SOUMISSIONS Á : Agence Parcs Canada 635 – 8 Avenue S.O., pièce 1300, Calgary, AB T2P 3M3 N° de télécopieur pour soumissions : (403) 292‐4475 Ce document est par la présente révisé; sauf indication contraire, les modalités de l’invitation demeurent les mêmes. Bureau de distribution : Agence Parcs Canada 635 – 8 Avenue S.O., pièce 1300 Calgary (AB) T2P 3M3

Solicitation No.: / N° de l’invitation : 5P420‐16‐5014/A

Amendment No.: / N° de modification de l’invitation : 005

GETS Reference No.: / N° de référence de SEAG : PW‐16‐00731206 Solicitation Closes: / L’invitation prend fin : At: 02:00 PM Á : 14h00

On: June 15, 2016 Le : 15 juin 2016

Time Zone: Mountain Daylight Time (MDT) Fuseau horaire : Heure avancée des Rocheuses (HAR)

Address Inquiries to: / Adresser toute demande de renseignements à : Nicole Levesque‐Welch Telephone No.: / N° de téléphone : (403) 292‐4691

Fax No.: / N° de Email Address: / Courriel : télécopieur : nicole.levesque‐ (403) 292‐4475 [email protected]

TO BE COMPLETED BY THE BIDDER (type or print) Vendor/Firm Name – Nom du fournisseur/de l’entrepreneur Address ‐ Adresse Name of person authorized to sign on behalf of the Vendor/Firm Nom de la personne autorisée à signer au nom du fournisseur/de l’entrepreneur Title ‐ Titre Signature

Date: June 9, 2016 Date : 9 juin 2016

Date

AMENDMENT 005

This amendment is being raised to respond to questions submitted and to make revisions to solicitation 5P420-16-5014/A: A.

QUESTIONS AND ANSWERS

Q38.

Can onsite water sources be used in the landscape maintenance and backfill/compaction process?

A38.

New and Existing water taps and hydrants within Village 2 campground may be used for water source when water is available. If water collection is required from outside of Village 2 campground, the contractor may use the existing fire hydrant within the Trailer Court campground north of the entry kiosk. Use of hydrants on the Town's land is not permitted without prior written approval from Parks Canada. Any water collection must using standpipes or hydrants requires the use of a backflow preventer and must not interfere with visitor or staff access to all facilities left in service.

Q39.

Section 31 23 33.01, Item 1.2.2 states “Maintain and protect from damage existing buildings, trees and other plants, lawns, fencing, service poles, wires, rail tracks, paving, survey bench marks and monuments which may be affected by work. All damage incurred shall be repaired by the Contractor at his expense.” Given the requirement for trench boxes and the size of the equipment necessary to complete the trenching with this methodology, the amount of potential damage to the existing pavement is unknown and could be very significant. The existing pavement would not be rated for heavy equipment and therefore protection methods may not be achievable under any circumstances. Could unit rates be applied for any repair work to the existing asphalt that may be damaged under these circumstances?

A39.

All trenching and excavation must be bid in accordance with Section 31 23 33.01. This includes the use of trench box or shoring to minimize trench width. It is expected that the contractor will use their expertise to estimate means of protecting existing asphalt surfaces during construction; these means are considered incidental to the work. As referenced from the specification, any damage during construction to existing asphalt surfaces will be repaired at the contractor’s expense. Alternate methods of trench excavation and construction execution that may be of benefit to Parks Canada, may be proposed for evaluation by Parks Canada after contract award, but no guarantee of their acceptance is offered.

Q40.

Will existing, onsite washrooms be available for use by construction personnel during construction?

A40.

Washrooms will be accessible for necessary construction activities such as tie-ins, etc, however the contractor is responsible for supplying their own washroom facilities for staff use: (ex. Outhouses).

Q41.

On Natural gas sheets GL1 and GL2, there is a gas line labeled as 65mm, yet there is no pay item for 65mm? Could you confirm if this is actually a 65mm line or a 50mm line?

A41.

It is noted that the current table does not include 100mm, 65mm, 30mm and 20mm gas pipe sizes. Section 6 of the bid items will be changed within this amendment to more accurately represent all sizes and quantities of gas line to be installed.

Q42.

In order to provide a better overall project understanding, what is the driving factor for Parks Canada to complete this project?

A42.

As discussed in the pre-tender meeting, the driving factor for completion of the project is to reopen the Village 2 campground prior to all other campgrounds in the Banff Field Unit closing for the winter. This will allow Parks Canada to maintain a continuous camping offer year round. The campground currently open on the reservation system prior to the other campgrounds reopening in spring 2017.

Q43.

Please confirm that the contractor cannot use Tunnel Mountain Village II for any crew or employee accommodations during the project.

Solicitation No. 5P420‐16‐5014/A Tunnel Mountain Village II Utility Upgrades – Banff National Park

Page 2 of 13

A43.

No contractors will be permitted to set up accommodations within Tunnel Mountain Village 2 campground or any other area within the Park which is not a designated camping area. Contractors are however permitted to camp within the remaining open campgrounds with a valid camping permit; all standard campground rules still apply.

Q44.

Please confirm the use of A mix level course for bid item 7.26 for the crown improvements.

A44.

Approved A mix or B mix will be acceptable for thin lift level course and crown improvement applications as necessary to ensure un-segragated application. Approval from the Parks Canada Representative will be required prior to use.

Q45.

Measurement and payment item 1.1.11 specifies the use of a trench box is incidental to the “Supply and install PCV DR 18 Pipe” item, is the use of a trench box a requirement of the specifications?

A45.

Yes, please follow specifications for all excavations. Alternate methods of trench excavation may be received for consideration by Parks Canada after award, but no guarantee of acceptance is offered. The contractor will be responsible for all additional costs associated with utilizing alternative trenching methods.

Q46.

Will the trench width specified in Section 31 23 33.01 Item 2.2 be used to determine the Trench Road rehab quantities and will any area outside of the specified width be the responsibility of the contractor?

A46.

Actual quantities of trench rehab will be measured for payment. Any trench widths proposed to exceed that as specified will require prior approval by Parks Canada Agency; the contractor will be responsible for costs associated with any rehabilitation in excess of those trench widths specified unless otherwise approved in writing by the Parks Canada Representative.

B.

REVISION TO PRICE TABLE

Delete Annex A – Price Table and replace with the following annex (see next page). Changes were made from line item 6.4 to 6.7. All other terms and conditions remain the same.


Page 3 of 13

ANNEX A PRICE FORM

1)

The prices per unit shall govern in establishing the Total Extended Amount. Any arithmetical errors in this Appendix will be corrected by Canada.

2)

Canada may reject the bid if any of the prices submitted do not reasonably reflect the cost of performing the part of the work to which that price applies.

LUMP SUM AND UNIT PRICE TABLE Note: Bidders are reminded that it is their responsibility to include in their bid all work as described in the drawings and specifications. The Unit Price designates the Work to which a Unit Price Arrangement applies and the Lump Sum Amount designates Work to which a Lump Sum Arrangement applies. (a) (b)

The Price per Unit and the Estimated Total Price must be entered for each item listed. Work included in each item is as described in the referenced specification section.

Item

1.

Specs

Price per Unit GST/HST extra

Estimated Total Price GST/HST extra

1

$___________

$___________

Unit of Measurement

Est. Qty

Mobilization and Demobilization

L.S.

Description

GENERAL ITEMS

1.1

1.2

01 35 43 01 41 00

Environmental Management

L.S.

1

$___________

$___________

1.3

01 35 43 01 41 00

Erosion and Sediment Control

L.S.

1

$___________

$___________

1.4

01 29 00

Clearing and Grubbing

m2

800

$___________

$___________

1.5

31 23 33.01

Hydro-vac (per hour) - (If required)

hr.

50

$___________

$___________

1. 2.

SUBTOTAL

$___________

WATER Remove and dispose existing Water Lines

2.1

02 41 13 01 74 21

2.2

02 41 13 01 74 21

2.3

02 41 13 01 74 21

2.4

2.5

Remove and dispose existing 100mm - 200mm water mains c/w recirculation pipes Remove and dispose existing 2050mm water service pipes c/w recirculation pipes

l.m.

1,430

$___________

$___________

l.m.

480

$___________

$___________

Remove and dispose existing valves (100mm - 150mm)

each

8

$___________

$___________

02 41 13 01 74 21

Remove and dispose existing curb stops (20mm - 50mm)

each

20

$___________

$___________

02 41 13 01 74 21

Remove and dispose existing water chambers and fittings at sewage dump station

each

2

$___________

$___________


Page 4 of 13

Price per Unit GST/HST extra

Estimated Total Price GST/HST extra

$___________

$___________

$___________

$___________

9

$___________

$___________

each

5

$___________

$___________

each

2

$___________

$___________

Unit of Measurement

Est. Qty

Remove and dispose existing water standpipes

each

14

02 41 13 01 74 21

Decommission existing water service lines 20-50mm dia.

each

2.8

02 41 13 01 74 21

Decommission existing water line 100mm-200mm dia.

each

2.9

02 41 13 01 74 21

Decommission existing water valves

2.10

02 41 13 01 74 21

Decommission existing water drain manhole

Item

Specs

2.6

02 41 13 01 74 21

2.7

Description

12

Supply and install water mains

2.11

33 11 16

Supply and install 200 mm dia PVC DR 18 Pipe

l.m.

430

$___________

$___________

2.12

33 11 16


l.m.

865

$___________

$___________

2.13

33 11 16


l.m.

25

$___________

$___________

2.14

33 11 16

Tie in to existing 100mm water main

each

1

$___________

$___________

2.15

33 11 16

Tie in to existing 150mm Town of Banff water main

each

1

$___________

$___________

2.16

33 11 16

Tie in to existing 250mm Town of Banff water main

each

1

$___________

$___________

2.17

33 11 16

each

1

$___________

$___________

2.18

33 11 16

each

1

$___________

$___________

Plug existing 150mm water main from Town of Banff c/w thrust block Plug existing 100mm water main from Town of Banff c/w thrust block

Deep Water line service for toilets, entrance kiosk, and sewage dump station

2.19

33 11 16

Supply and install 50 mm PEX 2.5-3.0m depth

l.m.

155

$___________

$___________

2.20

33 11 16


l.m.

35

$___________

$___________

2.21

33 11 16


l.m.

20

$___________

$___________

Shallow Water line service for standpipes and future dish washing stations

2.22

33 11 16


l.m.

100

$___________

$___________

2.23

33 11 16


l.m.

130

$___________

$___________


Page 5 of 13

Gate Valves ,Fire hydrants, Chambers, Stand pipes etc

2.24

33 11 16

Supply and install 100 mm dia gate valve

each

1

$___________

$___________

2.25

33 11 16


each

13

$___________

$___________

2.26

33 11 16


each

4

$___________

$___________

2.27

33 11 16

Supply and install Fire Hydrant (c/w 150 dia valve, lead and tee)

each

3

$___________

$___________

each

2

$___________

$___________

each

1

$___________

$___________

each

10

$___________

$___________

each

1

$___________

$___________

each

4

$___________

$___________

each

3

$___________

$___________

each

1

$___________

$___________

each

1

$___________

$___________

2.28

33 11 16 33 11 16-1

2.29

33 11 16

2.30

33 11 16

2.31

33 11 16

2.32

33 11 16

2.33

33 11 16

2.34

33 11 16

2.35

33 11 16

Supply and Install new water flow meter Neptune TRU/FLO Compounds or equivalent and precast concrete vault- 150mm c/w , ductile iron pipes, pipes coating and lining, gate and check valves, strainer, couplings, fittings, supports and vault drainage pit Remove existing chlorine chamber and supply/install new including connection with existing water pipes c/w footings Supply and install new standpipes Supply and install all season water stand pipe chamber with stainless steel c/w anti-siphon frost proof sill cocks , heat tracing etc.at the sewage dump station Supply and install seasonal use potable water towers, ADA compliant c/w curb stop and connection Supply and install seasonal use non potable water towers, ADA compliant c/w curb stop and connection Supply and install water hydrant 50mm inlet and outlet, seasonal use, manual operated lever handle complete including connection c/w self drain curb stop Supply and Install Water drain manhole including 25 mm curb stop c/w connection from the 150mm water main

2. 3.

SUBTOTAL

$___________

SANITARY SEWER Remove and dispose existing Sanitary Lines

3.1

02 41 13 01 74 21

Remove and dispose existing 200mm sanitary sewer

l.m.

175

$___________

$___________

3.2

02 41 13 01 74 21


l.m.

90

$___________

$___________

3.3

02 41 13 01 74 21


l.m.

35

$___________

$___________


Page 6 of 13

3.4

02 41 13 01 74 21

3.5

02 41 13 01 74 21

3.6

33 31 13 33 05 12

3.7

3.8

Decommission existing sanitary manhole (Up to 1.2m dia, 3.5m depth) Remove and dispose existing sanitary receptacle at the sewage dumping station

each

2

$___________

$___________

each

2

$___________

$___________

Re-bench existing sanitary manhole

each

4

$___________

$___________

33 31 13

Plug existing PVC pipe from inside existing manhole

each

6

$___________

$___________

33 31 13

Decommission existing 100mm sanitary service from shower building, cut 1 meter service pipe length and patch the existing 200mm sanitary pipe at the connection point complete

each

1

$___________

$___________

Supply and install materials including excavation, backfill, compaction, asphalt pathways, fittings, flushing, camera inspection, leakage and mandrel testing, dewatering and final adjustments of surface fixtures to finished grade. 3.9

33 31 13

3.10

33 31 13

3.11

33 31 13

3.12

33 31 13 33 05 12

3.13

33 05 14

3.14

33 31 13

Supply and install 200 mm dia PVC DR 35 Pipe (2.5 - 3.5m deep) Supply and install 150 mm dia PVC DR 35 Pipe (0- 3m deep) c/w connection with existing manholes and buildings Supply and install 100 mm dia PVC DR 35 Pipe (0- 3m deep) c/w cap and mark for future dishwashing station connections. Supply and install Type 5A MH Adjust sanitary manhole frame and cover to match with the finished grade of asphalt Supply and install Sanitary Receptacle c/w foot operated cover and 100mm PVC pipe connection with existing manhole

l.m.

440

$___________

$___________

l.m.

90

$___________

$___________

l.m.

30

$___________

$___________

v.m.

15

$___________

$___________

each

12

$___________

$___________

each

3

$___________

$___________

3. 4.

$___________

STORM DRAINAGE

4.1

31 23 13

4.2

33 23 13 32 91 19.13 32 91 19.14

4.3

33 42 13

4.4

34 42 13

4.5

4.6

4.7

02 41 13 02 41 13.14 01 74 21 02 41 13 02 41 13.14 01 74 21 33 42 13 33 42 13

Excavation of ditches and trap low c/w disposal of material

m3

430

$___________

$___________

m2

1,000

$___________

$___________

l.m.

8

$___________

$___________

l.m.

33

$___________

$___________

Remove and dispose two existing 450 mm CSP culverts

l.m.

33

$___________

$___________

Remove and replace three existing culverts with 200 mm CSP culverts

l.m.

12

$___________

$___________

Supply and Install Class 1M Rip Rap around the existing culvert

m2

10

$___________

$___________

Roadside grading for drainage improvement c/w excavation, disposal of surplus earth, replacing top soil and seeding Supply and Install one 200mm diameter culvert (CSP) c/w flare ends and riprap Supply and Install two 600mm diameter culverts (CSP) c/w flared end and riprap


SUBTOTAL

Page 7 of 13

4. 5.

$___________

ELECTRICAL

5.1

26 24 01 26 27 16 26 28 20 26 28 16.02

5.2

26 27 16 26 28 20

5.3

5.4

5.5

5.6

5.7

26 05 21 26 05 43.01 33 71 73.02 26 05 21 26 05 43.01 33 71 73.02 26 05 21 26 05 43.01 33 71 73.02 26 05 21 26 05 43.01 33 71 73.02 26 05 43.01 26 05 34 33 71 73.02

5.8

31 23 33.01

5.9

31 23 33.01

5.10

26 24 01 26 27 16 26 41 00.02 26 28 16.02

5.11

26 05 31 26 05 28

5.12

26 05 21 26 05 43.01 33 71 73.02

5.13

26 05 21 26 05 43.01 33 71 73.02

5.14

26 05 21 26 05 43.01 33 71 73.02

5.15

26 05 21 26 05 43.01 33 71 73.02

5.16

26 05 21 26 05 43.01 33 71 73.02

5.17

26 05 21 26 05 43.01 33 71 73.02

5.18

26 05 21 26 05 43.01 33 71 73.02

Supply and install new 240V 50A 120V 30A/15A RV Pedestal c/w light; base included

ea.

188

$___________

$___________

Supply new 240V 50A- 120V 30A/15A RV Pedestal c/w light (Spare)

ea

5

$___________

$___________

Supply and install Secondary 3c # 4/0 ACWU90 Cable

l.m.

1,650

$___________

$___________

Supply and install Secondary 3c # 1/0 AL ACWU90 Cable

l.m.

7,500

$___________

$___________

Supply and install Secondary 2c # 4 AL USEB 90 Cable for street lighting

l.m.

900

$___________

$___________

Supply and install Secondary 3X [102mmC, 3 # 500MCM Cu. Cable]

l.m.

210

$___________

$___________

l.m.

1,100

$___________

$___________

l.m.

840

$___________

$___________

l.m.

4,400

$___________

$___________

ea.

14

$___________

$___________

ea.

14

$___________

$___________

LS

1

$___________

$___________

LS

1

$___________

$___________

LS

1

$___________

$___________

LS

1

$___________

$___________

LS

1

$___________

$___________

LS

1

$___________

$___________

ea

7

$___________

$___________

Supply and install 102mm DB2 Conduit for primary (As per FortisAlberta guidelines) Trenching for Primary - Complete with compaction/backfill/sandbedding (As per FortisAlberta guidelines) Trenching for Secondary - Complete with compaction/backfill/sandbedding (Includes RV Pedestal, street lights and building feed trenching) Supply and Install weather rated service entrance distribution panel (complete with main breaker, feeder breakers, concrete base, etc.) Supply and install transformer base c/w grounding (As per FortisAlberta guidelines) Cable feed into washroom "A" (Remove existing cable feed and pull new feeder into electrical panel and terminate.) Cable feed into washroom "B" (Remove existing cable feed and pull new feeder into electrical panel and terminate.) Cable feed into washroom "C" (Remove existing cable feed and pull new feeder into electrical panel and terminate.) Cable feed into washroom "D" (Remove existing cable feed and pull new feeder into electrical panel and terminate.) Cable feed into shower facilities (Remove existing cable feed and pull new feeder into electrical panel and terminate.) Cable feed into kiosk (Remove existing cable feed and pull new feeder into electrical panel and terminate.) Cable feed into kitchens (Remove existing cable feed and pull new


SUBTOTAL

Page 8 of 13

feeder into electrical panel and terminate.)

5.19

5.20

26 24 16.01 26 27 26 26 28 16.02 26 28 20 26 05 21 26 05 34 26 05 29 26 56 19 26 05 21 26 05 34 26 05 43.01 33 71 73.02

Dump Station Location - Supply and install outdoor panelboard complete with concrete base; two new decorative LED dark sky friendly street lights with pole and base and associated receptacles complete with wiring within the Dump Station

LS

1

$___________

$___________

Supply and install underground Power feed from CDP to designated panelboard and to the Dump Station

LS

1

$___________

$___________

ea

14

$___________

$___________

l.m.

460

$___________

$___________

Supply and Install pull boxes for fibre conduit

ea.

3

$___________

$___________

$___________

$___________

Supply and Install new decorative LED dark sky friendly street lights, pole and base Supply and Install 52mm DB2 Conduit for future fibre complete with associated trenching

5.21

26 56 19

5.22

26 05 34 31 23 33.01

5.23

26 05 34

5.24

26 24 16.01 26 27 26 26 28 16.02 26 28 20 26 05 21 26 05 34 26 05 29 26 56 19

Chlorine chamber - Supply and install two explosion rated luminaires, 2 GFI receptacles, weather proof light switch and outdoor panelboard complete with concrete base

LS

1

5.25

26 05 34

Supply and install underground conduit stub for future power feed from CDP to Gas meter chamber

l.m.

33

$___________

$___________

5.26

26 05 00

Street light pole/base removal

ea

9

$___________

$___________

5.27

26 05 00

Street light removal - wooden pole

ea

8

$___________

$___________

5.28

26 05 00

Existing pedestal removal/disposal

LS

1

$___________

$___________

5.29

26 05 00

Electrical permits

LS

1

$___________

$___________

5.30

26 05 00

Temporary Power to Kitchen location - as required

LS

1

$___________

$___________

5.31

26 05 00

Temporary Power to Entrance Kiosk location - as required

LS

1

$___________

$___________

5.32

26 05 00

Arc Flash Coordination

ea.

14

$___________

$___________

5. 6.

SUBTOTAL

$___________

GAS Decommissioning and installation including excavation, removal, backfill, compaction, bedding material, fittings, purging, testing, etc. 6.1

33 11 17

Decommissioning existing gas main (0-2.0 m Deep)

each

40

$___________

$___________

6.2

33 11 17

Remove and dispose existing gas lines in shared trench(0-2.0 m Deep)

l.m.

300

$___________

$___________


Page 9 of 13

6.3

33 11 17

Decommissioning existing gas branch lines and valves above ground

6.4

33 11 17

6.5

each

7

$___________

$___________

Supply and Install 75 – 100 mm gas main (min 1.1m depth)

l.m

525

$___________

$___________

33 11 17

Supply and Install 50 – 65 mm gas main (min 1.1m depth)

l.m

260

$___________

$___________

6.6

33 11 17

Supply and Install 30 – 40 mm gas branch lines (min 1.1m depth)

l.m

610

$___________

$___________

6.7

33 11 17

Supply and Install 20 - 25mm gas branch lines(min 1.1m depth)

l.m

255

$___________

$___________

6.8

33 11 17

Supply and Install gas valves

each

11

$___________

$___________

6.9

23 11 23

Tie in gas service to existing building

each

15

$___________

$___________

6. 7.

SUBTOTAL

$___________

ROAD AND SURFACE RESTORATION WORKS Bus Road 60mm B Mix acp, 90mm A Mix ACP, 150mm GBC, 325 GSB

7.1

31 14 13

Topsoil stripping to stockpile

m2

2,300

$___________

$___________

7.2

02 41 13.14

Sawcut, remove and dispose existing asphalt

m2

8,200

$___________

$___________

7.3

31 23 13

Subcut and dispose surplus excavation offsite 0.55m depth

m3

4,250

$___________

$___________

7.4

31 23 13

Subcut and stockpile surplus excavation onsite 0.55m depth

m3

1,150

$___________

$___________

7.5

31 23 13

Borrow excavation from onsite stockpile for shoulder backfill

m3

1,150

$___________

$___________

7.6

32 00 02

Subgrade preparation

m2

10,100

$___________

$___________

m2

10,100

$___________

$___________

m2

7,200

$___________

$___________

m2

8,000

$___________

$___________

m2

7,900

$___________

$___________

l.m

1,075

$___________

$___________

m2

800

$___________

$___________

m2

1,200

$___________

$___________

7.7

32 11 16.01

Supply and install 325mm - 80mm granular sub-base course, c/w 8 oz needle punched non-woven geotextile filter fabric: Nilex 4553 or equivalent

7.8

32 00 02

Supply and install 150mm - 25mm granular base course

7.9

32 00 03 32 12 13.16

7.10

32 00 03 32 12 13.16

7.11

33 46 16.16

7.12

32 00 02

7.13

31 14 13

Supply and install 100mm City of Calgary A Mix asphalt base lift 100mm depth c/w prime coat. Supply and install 60mm City of Calgary B mix asphalt top lift c/w tack coat Supply and install 450mm height Multiflow sub-drain pipe complete with granular filter material Supply and install 150mm - 25mm granular base course shoulder swale Topsoil placement and grading from stockpile


Page 10 of 13

7.14

32 91 19.13 32 91 19.14

Supply and install fibre mulch hydroseed (seed provided by Parks Canada Agency)

m2

1,200

$___________

$___________

Campground Road Repairs/Trench Road Rehab. 80mm ACP, 100mm GBC, 200mm GSB

7.17

31 14 13

Topsoil stripping to stockpile

m2

200

$___________

$___________

7.18

02 41 13.14

Sawcut, remove and dispose existing asphalt

m2

4,200

$___________

$___________

7.19

31 23 13

Subcut and dispose surplus excavation offsite 0.33m depth

m3

1,400

$___________

$___________

7.20

31 23 13

Subcut and stockpile surplus excavation onsite 0.33m depth

m3

30

$___________

$___________

7.21

31 23 13

Borrow excavation from onsite stockpile for shoulder backfill

m3

30

$___________

$___________

7.22

32 00 01

Subgrade preparation

m2

730

$___________

$___________

7.23

32 11 16.01

Supply and install 200mm - 80mm granular sub-base course

m2

4,300

$___________

$___________

7.24

32 00 02

Supply and install 100mm - 25mm granular base course

m2

4,200

$___________

$___________

7.25

32 00 03 32 12 13.16

m2

4,200

$___________

$___________

7.26

32 00 03 32 12 13.16

T

100

$___________

$___________

7.27

32 91 19.13

Topsoil placement and grading from stockpile

m2

200

$___________

$___________

7.28

32 91 19.13 32 91 19.14

Supply and install fibre mulch hydroseed

m2

200

$___________

$___________

m2

32,000

$___________

$___________

m2

225

$___________

$___________

Supply and install 80mm City of Calgary A mix asphalt base lift c/w prime coat Supply and install A mix level course for crown improvements (provisional)

Overlay Remaining Campground Road Structure 40mm ACP, with Level Course Supply and install 40mm City of Calgary B mix asphalt overlay c/w tack coat Remove and dispose existing concrete surfaces - (sewage dump station)

7.29

32 00 03 32 12 13.16

7.30

02 41 13

7.31

02 41 13

Sawcut, remove and dispose existing concrete curb - (entry kiosk)

l.m.

85

$___________

$___________

7.32

31 05 16

Supply and install 20mm Gravel 160mm depth

m2

850

$___________

$___________

7.33

03 30 00.01 32 20 10

Supply and install concrete reinforced pad (250mm thickness)

m2

540

$___________

$___________

7.34

03 30 00.01 32 20 10

m2

225

$___________

$___________

7.35

32 16 15

l.m.

85

$___________

$___________

Supply and install concrete reinforced pad - Sewage dump station Supply and install 250mm concrete curb (150mm x 320mm) - around kiosk with dowelling to existing concrete sidewalk


Page 11 of 13

7.36

32 16 15

7.37

32 16 15

7.38

01 29 00

7.39

Supply and install 250mm standard concrete curb and gutter - for sewage dumpstation Supply and install 250mm concrete curb (150mm x 320mm) around dump station/water tower islands

l.m

33

$___________

$___________

l.m.

12

$___________

$___________

Supply and install Reflective Rubber Speed Bump (6 ft.)

each

6

$___________

$___________

02 41 13

Remove existing bollards at the sewage dumping station c/w off site disposal

each

4

$___________

$___________

7.40

01 29 00

Supply and install new bollards at the sewage dumping station

each

10

$___________

$___________

7.41

02 41 13

Remove and dispose existing precast concrete parking barrier/wheel stops

ea

55

$___________

$___________

7.42

32 37 00

Supply and install precast concrete parking barrier/wheel stops

ea

55

$___________

$___________

l.m.

710

$___________

$___________

l.m.

220

$___________

$___________

ea

2

$___________

$___________

ea

6

$___________

$___________

ea

10

$___________

$___________

ea

15

$___________

$___________

ea

2

$___________

$___________

7.43

32 17 23

7.44

32 17 23

7.45

32 17 23

7.46

32 17 23

7.47

02 41 13

7.48

10 14 53

7.49

10 14 53

Roadway lines - Supply Paint and Painting ( directional dividing lines, lane lines, bus lane lines, as per drawings) Roadway lines - Supply Paint and Painting ( parking lines as per drawings) Pavement Messages - Supply Paint and Painting (arrows, as per drawings) Pavement Messages - Supply Paint and Painting (stop bars, as per drawings) Removal of existing signs and sign posts Supply and Installation of new single message signs (new aluminum post, single new sign, as per drawings) Supply and Installation of new multiple message signs (new aluminum posts, new multiple signs, as per drawings)

7.

8.

$___________

LANDSCAPE OPERATIONS

8.1

32 93 10

8.2

33 93 10

8.3

31 14 13

8.4

Supply and install deciduous trees as per Parks Canada approved species list Supply and install coniferous trees as per Parks Canada approved species list

each

37

$___________

$___________

each

63

$___________

$___________

Strip topsoil to onsite stockpile 190mm average depth

m2

10,610

$___________

$___________

32 91 19.13

Topsoil replacement and grading 150mm depth

m2

10,610

$___________

$___________

8.5

32 91 19.13 32 91 19.14

Supply and install fibre mulch hydro seed

m2

10,610

$___________

$___________

8.6

32 93 10

Supply and install shrubs (#2 pot) in bed of storm drainage ditch 1 plant per m2

m2

550

$___________

$___________

8.7

32 91 19.13

Imported Topsoil (if required)

m3

20

$___________

$___________


SUBTOTAL

Page 12 of 13

8.8

32 01 90

Landscape maintenance

l.s.

1

$___________

8. 9.

SUBTOTAL

$___________

$___________

PRIME COST SUM 9.1

01 21 00

Prime Cost Sum

L.S.

1

$700,000.00 9.

SUBTOTAL

$700,000.00 $700,000.00

SUMMARY

1. GENERAL ITEMS

$_______________________

2. WATER

$_______________________

3. SANITARY SEWER

$_______________________

4. STORM DRAIN

$_______________________

5. ELECTRICAL

$_______________________

6. GAS

$_______________________

7. ROAD AND SURFACE RESTORATION WORKS

$_______________________

8. LANDSCAPE OPERATIONS

$_______________________

9.

PRIME COST SUM TOTAL ESTIMATED BID PRICE


$700,000.00 $__________________

Page 13 of 13