KF Yard Engineers Estimate

CNOOC UGANDA LIMITED

DESIGN FOR A MATERIALS YARD AT KING FISHER

DISCOVERY AREA

ENGINEERS ESTIMATE

FOR

CONSTRUCTION OF THE MATERIALS YARD

DOCUMENT REFERENCE NUMBER: KF-DD-RPT-SUP-CE-002

JULY 2013

P 1

PREAMBLE TO BILLS OF QUANTITIES

1. Objectives

The objectives of the Bill of Quantities are (a) To provide sufficient information on the quantities of Works to be performed to enable

bids to be prepared efficiently and accurately; and (b) When a Contract has been entered into, to provide a priced Bill of Quantities for use in

the periodic valuation of Works executed.

In order to attain these objectives, Works have been itemized in the Bill of Quantities in sufficient detail to distinguish between the different classes of Works, or between Works of the same nature carried out in differently or in other circumstances which may give rise to different considerations of cost.

2. The Bills of Quantities for the Works comprise the following:

Preamble to Bill of Quantities List of principal Quantities Grand Summary Bill 100 Preliminary and General Items

Bill 200 Access road Bill 300 Materials Yard Bill 400 Chemical shed Bill 500 Electrical Installations Bill 600 Water supply and sewer systems Bill 700 Fire fighting system Bill 800 Waste collection shed Bill 900 Day Works

3. The Contractors unit rates in these bills are to cover supplying of materials, taking delivery, transporting, loading and off loading inspection, storage, stacking, landing, and preparation, installation including provision of all labour, requirement false work, temporary support, surface preparation and testing of the works. The rates shall include all applicable taxes and duty. The cost of testing of the materials to be used in the works unless otherwise provided is to be included in the rates of the respective Bill items.

Measurement for payment shall be for the complete installation and having passed all necessary tests.

P 2

4. Rock is any material which, in the opinion of the Engineer, requires for its removal the use of explosives, sledgehammers and wedges, breaking tools or which cannot be removed by a 145 KW tractor with rear-mounted heavy duty ripper.

Individual boulders shall be included in rock when their nature and size are such that they cannot be removed without recourse to the stated methods. Where their aggregate volume is 50% or more of the total volume of material removed, the material shall be measured as rock throughout.

5. Work shall not be executed on a Day work basis unless ordered in writing by the Consultant on approval by the Employer. The rates entered in the Day works Bill of Quantities shall apply to any quantity of Day work instructed by the Consultant. Nominal quantities have been indicated against each item to permit the extended total to be carried forward to the Grand Summary.

6. Payments for labour under Day works shall be made against records of the time of arrival of the

labour at the site of the work to be executed to the time of departure but excluding meal breaks and rest periods. Only the time of classes of labour directly doing the work will be paid for; charge hands (working gangers) actually working with their gangs will also be recorded for payment but the time of foremen or other supervisory personnel will not be paid.

7. Payment for the classes of labour will be made at the rates entered in this Bill. These rates shall

cover all direct costs including, but not limited to, the amount of wages paid to such labour, transportation time, overtime, subsistence allowances and such social benefits as required by law.

8. The rates for labour shall also be deemed to cover the Contractors profit, overheads, superintendence, administrative costs, liabilities, insurance and allowances to labour and the use of consumable stores, water, lighting and power, workshop and stores, staging and scaffolding, portable power tools, hand tools and equipment and any charges incidental to the foregoing.

9. Payment for materials used in Day works shall be made at the rates entered in this Bill. These rates shall include invoiced price, freight, and insurance, handling charges, unavoidable damage and delivery to store and / or site together with stockpiling as required. These rates shall also include the Contractors profit and overheads.

10. Where materials other than those entered in this Bill are to be procured for use on the Works, the

basic rate shall be calculated on the invoiced purchase price plus the costs of insurance, handling charges, unavoidable damage and delivery to store or site. Payment will be made in the currency expended upon presentation of supporting documentation. In addition, a percentage on the base rates will be allowed to cover the Contractors overheads and profit: this percentage must be stated in this Bill.

11. The cost of hauling and handling materials for use on Day works from store or stockpile to the

place of usage will be paid in accordance with the labour and Contractors equipment rates in this Bill.

12. Payment for equipment available at site in respect of Day works shall be made at the rates

entered in this Bill. These rates shall be deemed to include allowance for depreciation, interest, indemnity and insurance, repair and maintenance, supplies, fuel, lubricants and other consumables, overheads, profit and administrative costs related to the use of such equipment.

13. The costs of drivers, plant operators and assistants in respect of plant and equipment deployed

on Day works shall be paid for separately under the appropriate items in the labour section of the Day works.

14. Payment for the Equipment shall only be made against actual hours worked except that where

applicable, and with prior agreement of the Engineer, the traveling time to and from the Day work location shall also be included for payment.

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15. Rates and prices shall be inserted in the rate and total columns of the Bill of Quantities in United States Dollars (USD)

Bills of Quantities are to be read in conjunction with the Instructions to Bidders, the Conditions of Contract Data, the Specifications and the Drawings. The quantities stated against each item in the Bills of Quantities, with the exception of those items specifically marked sum, are the estimated quantities of the Work to be executed by the Contractor in fulfillment of his obligations under the Contract.

16. The Contractor is required to check the number of the pages and should any be found to be missing or in duplicate he must inform the Consultant at once and have the same rectified.

17. No liability whatever will be admitted or claim allowed in respect of errors in the Contractors

tender due to mistakes in the Bills of Quantities which should have been rectified in the manner described above.

The contractor shall not alter or otherwise qualify the text of these Bills of Quantities. Any alteration or qualification made without authority will be ignored and the text of the Bills of Quantities as printed will be adhered to.

18. Each item in the Bills of Quantities is to be priced. If any items are left un-priced it will be assumed that the value of the work described there under is elsewhere allowed for. The prices and rates to be inserted in the Bills of Quantities are to be fully inclusive of all costs and expenses which may be required for the construction of the work described, together with general risks, liabilities and obligations set forth or implied in these documents.

19. In no case will any claim for expenses incurred by the Contractor in preparation of this Tender be allowed. The Contractor is solely responsible for the accurate ordering of materials in accordance with the Specifications, Drawings and Engineers Instructions and no claim for any loss or expense will be entertained for orders for materials based on the Bills of Quantities.

20. The quantities given in the Bills of Quantities are estimated and no claim by the Contractor for the final quantities being larger or smaller than the quantities given in the Bills of Quantities will be permitted except in accordance with Clause 38 of the Conditions of Contract.

21. Provisional Item designated in the Bill of Quantities for the execution of any part of the Works may be carried out in whole or in part, or not at all on the instruction of the Engineer.

22. The dimensions given in the Drawings are generally in millimeters unless otherwise indicated. Levels are given in meters.

23. The term provide or supply used for any item shall be deemed to include transport to site, handling, storage and fixing complete, and the Bidders rate shall include for this.

24. The following abbreviations have been used in the Bills of Quantities:- kg - kilogram t - tonne m - metre m

2 - square metre

m3 - cubic metre

mm - millimetre Nr. - Number uPVC - un-plasticized poly vinyl chloride HDPE - high density polyethylene MS - Mild steel BS - British Standards Sum - Lump Sum PS - Provisional Sum

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General Items

Unless otherwise provided there are no separate measurement items for Contractual requirements. The Contractor is deemed to have included his costs for the Contractual requirements in other unit rates.

MATERIALS YARD AT KING FISHER - ENGINEERS ESTIMATE

GRAND SUMMARY

BILL 100: PRELIMINARIES & GENERAL 96,500.00

BILL 200: ACCESS ROADS 29,590.08

BILL 300: MATERIALS YARD 733,444.83

BILL 400: CHEMICAL SHED 156,782.14

BILL 500: ELECTRICAL INSTALLATIONS 219,128.50

BILL 600: WATER SUPPLY AND SEWER SYSTEMS 49,834.00

BILL 700 FIRE FIGHTING SYSTEM 89,650.00

BILL 800 WASTE COLLECTION SHED 51,367.80

BILL 900 DAY WORKS5,415.69

CONTRACT AMOUNT 1,431,713.04

CONTINGENCY 5%71,585.65

GRAND TOTAL 1,503,298.69

Bill 100 - Preliminaries

RATE Amount

(USD) (USD)

100 PRELIMINARIES & GENERAL

101 Initial mobilisation of equipment and personel to King Fisher Area

LS 8000 1.00 8,000.00

102 Final demobilisation from King Fisher Area

LS 2,500.00 1.00 2,500.00

103 Provision of Contractor's main staff camp in King Fisher area including set up of site welfare facilities.

LS 12,000.00 1.00 12,000.00

114 Provision of Performance Bond LS 1.00 10,000.00

115 Provision of Contractor's All Risks Insurance (Third Party Limit up to $1million)

LS 1.00 50,000.00

116 Provision of vehicles with seat belts, roll over protection and suitably qualified driver for transporting contractor's staff; Allow for all consumables including fuel and maintaince

Month 8,000.00 1.00 8,000.00

117 Provision of all necessary indicators, signs and protection to services, buildings and structures

LS 2,000.00 1.00 2,000.00

118 Allow for personal protective equipment, fire extinguishers, first aid kit

LS 4,000.00 1.00 4,000.00

SUB - TOTAL BILL 100: PRELIMINARIES 96,500.00

Bills of quantities for King Fisher materials yard

Pay't

Item

DESCRIPTION Unit Quantity

1/1

Bill 200 - Access Road

RATE Amount

(USD) (USD)

200 ACCESS ROADS

SITE CLEARANCE

201

Establishment of the road

alignment and setting out of the

road works.

m 200 1.10 220.00

202

Clear site of all grass, bushes

and boulders (up to 1.5m

maximum girth) and Grub all

roots of grass and bushes

including excavation of top soil

from road formation .

m2 2,000.00 0.50 1,000.00

203

Load and cart to spoil all

excess materials resulting from

site clearance and clear all

inlets and outlets of drainage

structures of debris

m3 600 6.87 4,122.00

204

Shape to camber ,Water and

Compact the resultant surface

to 95% MDDm

2 2,000 1.50 3,000.00

Earth works and Pavement

layers of gravel

205Preparation of borrow site

consisting of clearing

vegetation and removing topsoil

m2 400 1.50 600.00

206Excavation of side drains and

off shoots.m

3 92 5.14 472.88

207

Supply, damp approved gravel,

spread and compact to 98%

MDD BS Heavy to form 350mm

thick layer over the 8m wide

road. Rate to include

allowances for Contractor's QA

m3 560 16.69 9,346.40

208

Stabilisation of 200mm thick

layer with 3% cement including

shaping, compation to 98%

MDD

m3 320 33.84 10,828.80

SUB - TOTAL BILL 200: ACESS ROADS 29,590.08


Pay't Item DESCRIPTION Unit Quantity

2/1

Bill 300 - Materials Yard

RATE Amount

(USD) (USD)

300 Materials Yard

301 Clearing site and scraping off top soil average

250mm thick and stockpile where directed for

future usem

3 9,250 5.14 47,545.00

Gravel Material

302 Excavation, hauling, placing, watering and

compaction of approved ganular fill material in

the whole yard area .m

3 5,550 16.69 92,629.50

303 175mm thick selected imported murram from

borrow to make up levels of gravel base in

150mm layers and compacted to 98% MDD m3 6,475 16.69 108,067.75

304 Cement for stabilisation at 3%tons 234 400.00 93,600.00

Fences

309 Supply and install 2100mm high chain link

fencing on Steel Angle bar posts. Refer to drg

CNOOC/KF/YARD/23

m 765 32.14 24,587.10

310 Supply and install 1000 mm high coffee tray

snake proofing m 765 13.00 9,945.00

Gates and Gate house

311 Construction of gate house including 1 WC,

hand washing facilities and notice boards Refer

to drg CNOOC/KF/YARD/ 22 & 22ANo. 1.0 1,000.00 1,000.00

Supply and install

312 Security gate size 8m x 2m high No. 1.0 1,928.00 1,928.00

313 Pedestrian gate size 1.5m X 2m high No. 2.0 514.36 1,028.72

314 Steel emergency exit gate (Judas Gate) ; 1.5m

wide and 1.8m high No. 1 514.36 514.36

314a Supply and install 2 No T- card boards as per

detail drg CNOOC/KF/YARD/28 Item 2 600.00 1,200.00

Culverts

315 Supply and install 600 mm diameteter concrete

culvert pipe rings including bedding, and backfill

with approved materialm 112 250.75 28,084.00

Yard walk ways

316 Construction of a 1200 mm wide camp walkway

using approved precast concrete slabs 600 x 600

x 50 mm of 40 N/mm2 minimum crushing

strength on 50mm thick levelling sand to the

satisfaction of the Engineer

sm 75.0 45.00 3,375.00

Oil Water Separator

317 Fabrication of a steel oil/water

separators/Interceptor, 6m x 2.4m x 2m depth

(Internal dimensions) with baffle wall and

drainage inlet and outlet as per drawing no.

CNOOC/KF/YARD/08

no 2 4,500.00 9,000.00

317a Ditto 6m x 2.4m x 0.9m no 1 2,600.00 2,600.00

Sub Total Carried to Summary 425,104.43


Pay't

ItemDESCRIPTION Unit Quantity

3/1


RATE Amount

(USD) (USD)


Pay't


Anchor blocks and Casings

318 C25/20 Reinforced Concrete Anchor blocks

6000mm long X 450mm wide X 450 high

including lifting eyes for pipes and casings Refer

to drg CNOOC/KF/YARD/ 12

no 84 576 48,384.00

319 Well treated hard wood timber batterns 75 x 100

mm m 9,072 9.00 81,648.00

Fire fiting equipment

320 Allow for supply and installation of fire fighting

equipment including fire hoses, fire extinguishers

and sand buckets and sand bagsItem 1 30,000.00 30,000.00

Marine shed

Refer to drgs CNOOC/KF/YARD/17-19

321 Provide and install 75mm thick cement/sand

paving blocks at the Marine shedm

2 135 40.00 5,400.00

322 Supply 50 x 50 x 3mm rectangular steel hollow

sections cut to size and welded to form a

trusses. Allow for offsite welding, transporting

and placing in place

m 400 15.00 6,000.00

323 Supply 100 x 100 x 4mm SHS columns cut to

size and welded all around to the plate with 6mm

weld of E70XX Electrodes

m 17 35.00 588.00

324Supply and install 150 x 150 x 4mm SHS m 48 50.00 2,400.00

325 Supply and install 254 X 102 X UB 28 m 62 85.00 5,270.00

326 Supply and install 60 x 60 x 5mm MSA bracingm 160 18.50 2,960.00

327 Marine twist lock including connecting plates

including connecting plates and fabrication of

corner casting

No. 12 150.00 1,800.00

328 Provide and install 100mm deep Z- purlins to rest

on steel trusses m 276 15.00 4,140.00

329 Supply and install Gauge 28 pre-painted sheets

cladding roof covering over the steel section

frame to Marine shed.m

2 326 30.50 9,943.00

330 Supply and install 100 mm diameter PVC rain

water guttersm 23 10.00 230.00

331 Supply and install 100 mm diameter PVC down

pipem 20 10.00 200.00

Waste pit

Refer to drgs CNOOC/KF/YARD/16

332 Excavation for the waste pit and dispose

excavated material as directed m3 4 5.14 20.56

333 Blinding concrete of grade 15/20, 75mm thick at

base of excavation m3 0.10 170.61 17.06

334 Vibrated Grade 25 reinforced concrete in walls,

base and slab of the waste pit m3 3.40 255.00 867.00

Sub Total Carried to Summary

199,867.62

3/2


RATE Amount

(USD) (USD)


Pay't


335 Sawn formwork

(a) Sides of the retaining walls m2 10 8.63 86.30

(b) Sofits and sides of the slabm

2 4 8.63 34.52

336 High yield twisted bars reinforcement to BS

4449

(a) 8mm Diameter bar. Kg 0 1.57 -

(b) 10mm Ditto. Kg 0 1.49 -

(c) 12mm Ditto. Kg 404 1.49 601.96

337 SignageProvide and erect information, warning and

safety type signs as per details in drawing

No.CNOOC/KF/YARD-29

No. 40 195.00 7,800.00

Chemical Storage yard

338 supply and Install poly liner over the

chemical aream

2 1,050.0 1.50 1,575.00

339 50 mm thick sand blinding over the entre

aream

2 1,050.0 30.00 31,500.00

340 Construct an earthbund around the chemical

area using approved material as per details m3 75.00 25.00 1,875.00

341 Supply and install chemical shower

including all fittings and 1000 litre PVC

elevated tank

No. 1.0 2,500.00 2,500.00

Administration Block and Toilets

342 supply and Install standard office

containers reffer to drawing

CNOOC/KF/YARD/20

Item 3.0 15,000.00 45,000.00

343 supply and Install Toilet containers refer to

drawing CNOOC/KF/YARD/20aItem 1.0 17,500.00 17,500.00


Sub total Page 1 425,104.43



Total carried to Main Summary 733,444.83

SUMMARY

3/3

Bill 400 - Chemical Shed

RATE Amount

(USD) (USD)

400 CHEMICAL SHED

Refer to drgs CNOOC/KF/YARD/13-15

Element A - SUBSTRUCTURE

401 Excavate foundation trench not exceeding 1.50m

deep. m

3 80 5.140 411.20

402 Do. But for column base. m3 40 5.140 205.60

403 Return, fill in and ram imported approved murram

around foundations.m

3 180 16.69 3,004.20

404 Load, wheel and deposit surplus as directed. m3 230 4.50 1,035.00

405 200mm Bed of approved imported hard core

well spread, rammed and consolidated under

floor slab and blinded with and including 50mm

layer of sand well watered and rolled to receive

concrete (measured separately).

m2 367 25.00 9,175.00

406 Treat surfaces of hardcore, sides and bottom of

excavations with "Aldrex 48" or other equal and

approved anti-termite solution in accordance with

manufacturer's instructions.

m2 645 0.78 503.10

407 1000 Gauge diothene or other equal approved

polythene sheeting as damp proof membrane

laid on blinded hard core (measured separately)

with welted joints and minimum 200mm end and

side laps.

m2 367 3.00 1,101.00

408 75mm Concrete blinding grade 15 m2 26 15.00 390.00

Vibrated reinforced concrete grade 25 in

410 Strip foundations. m3 20 280.00 5,600.00

412 Column bases. m3 12.00 280.00 3,360.00

413 Columns studs. m3 2 280.00 560.00

414 150mm Floor bed laid on damp proof membrane.

(m/s)m

3 56 300.00 16,800.00

415 150mm average concrete ramp m3 3.3 300.00 990.00


Pay't

Item



4/4


RATE Amount

(USD) (USD)

Pay't

Item



High yield twisted bars reinforcement to BS

4449

416 8mm Diameter bar. Kg 64 3.50 224.00

417 10mm Ditto. Kg - 3.50 -

418 12mm Ditto. Kg 894 3.50 3,129.00

419 16mm Ditto. Kg 341 3.50 1,193.50

420 Steel wire fabric mesh reinforcement to B.S 4483

Ref. A142 weighing 2.22kg/m2 in concrete floor

bed with minimum 300mm end and side laps. m2 367 10.72 3,934.24

Sawn formwork

421 Edge of slab 75 - 150mm high. m2 22 15.00 330.00

422 Sides of column base m2 - 15.00 -

423 Sides of column stud m2 32 15.00 480.00

Plinth wall

425 230mm Thick concrete block walling bedded

and jointed in cement sand (1:3) mortar with 25 x

1.5mm thick metal strip at every second coarse

(Plinth wall).

m2 132 50.00 6,600.00

426 Pluvex No.1' or other equal and approved

horizontal damp proof course to B.S.743, 220mm

wide under walling (measured net no allowance

for laps).

m 88 2.50 220.00

Plinth wall Finish

427 15mm thick cement and sand (1:4) rendering to

plinths externally.m

2 132 9.6 1,267.20

428 Prepare and apply three coats of bitumastic or

equal approved water resistant paint rendered

plinths externally.

m2 132 10.72 1,415.04

Splash apron

429 100mm Thick concrete grade 20 splash apron on

and including 100mm compacted murram base

and 150mm thick brick wall edge to detail. m2 53 32.00 1,696.00

430 Sawn formwork to edge of slab 75 - 150mm high.m 15 15.00 225.00

431 20mm Cement sand (1:3) screed on splash

apron steel trowelled hard and smooth.m

2 53 12.00 636.00


4/4


RATE Amount

(USD) (USD)

Pay't

Item



Element B - WALLING AND FRAME

432 75 x 315mm concrete Grade 25 Window cill

reinforced with weld mesh and bedding in

position.

m 88 8.00 705.60

433 150 mm thick block walling bedded and jointed

in cement sand mortar (1:4) with 25 x 1.5mm

metal strip every third course. (rate only) m2 231 30.00 6,930.00

434 Steel louvered clading including mosquito wire in

frame to detail m2 140 150.00 21,000.00

UB Stanchions

435 254 x 146 x 31kg / m stanchion. Kg 3,069 2.54 7,795.26

436 330 x 230 x12mm Base plate fixed to concrete

Column stud with 4No. J bolts.No 18 22.50 405.00

Element C - ROOF

437 254 x 146 x 31kg /m rafters Kg 2,812 2.54 7,142.48

438 175 x 50 x 2 mm Z purlins. m 475 13.50 6,412.50

439 210mm x 1.5mm thick pre-formed m.s fascia

boards welded to angle cleats at rafter ends to

detail.

m 100 9.50 950.00

441 400mm wide x 250mm deep x 2mm U shaped

gutter. m 70 48.50 3,395.00

442 75 x 75 x 6mm Angle cleats fixed to rafters as

per details.No 110 4.80 528.00

443 Eaves Girder 89x89x19.5kg/m kg 2,153 2.54 5,468.62

444 75x75x6 Angle Bracing kg 940 2.54 2,387.60

445 Supply and install 16 mm diameter anti sag rodskg 250 3.50 875.00

446 26 Gauge pre-painted galvanized IT4 sheet and

fixing accessories as manufactured by Messrs

Roofings Ltd or other approved manufacturers

lapped and fixed to steel Z purlins with self

lapping screws in accordance with the

manufacturers instructions.

m2 550 22.50 12,375.00

447 Standard 26 gauge ridge caping dressed over

IT4 Sheets.m 35 10.00 350.00

448 Matching anti-bat rubber filler beneath ridges as

supplied by Roofings Ltd and fixed in place in

accordance with manufacturer's instructions.m 140 2.50 350.00

449 Supply and install 100 mm diameter PVC rain water gutters

m 70 10.00 700.00

450 Supply and install 100 mm diameter PVC down pipem 50 10.00 500.00


4/4


RATE Amount

(USD) (USD)

Pay't

Item



Element D - DOORS

Metal Doors

451 Solid steel door complete with framing, hinges,

bolts, padlocks, size 6000 x 4300mm all to

details. (D01)No 1 2,000.00 2,000.00

Painting

452 Prepare, prime and paint one undercoat and two

finishing coats of gloss oil paint on surfaces of

louvres , and door m

2 350 8.00 2,800.00

453 Allow for preparing, priming and painting one

undercoat and two finishing coats of gloss oil

paint on surfaces stanchions, rafters, Z purlins

and angle bracings

Item 2,000.00

Element F - FLOOR FINISHES

452 19 x 100mm cement sand mortar skirting with

rounded top edge curved at junction with floor

screed. (Provisional)

m 85 3.80 323.00

453 40mm thick Cement sand mortor floor screed in

ration of 1:3 m2 367 12.00 4,404.00

454 Supply and install chemical shower including all

fittings and 1000 litre PVC elevated tank No. 1.0 2,500.00 2,500.00


SUMMARY






4/4

Bill 500 - Electrical Installations

RATE Amount

(USD) (USD)

500 ELECTRICAL INSTALATION

Note : The works are to be carried out in

full accordance with the specifications

and drawings and are to include for all

necessary fixing and other works

,whether or not specfically measured or

described below, required for the

installation. All builders work required

for the installation shall be includede for

in the prices whether or not specifically

measurred,plugging,making good

finishing, painting or prepainting, etc for

suface mounted installation

POWER SUPPLY AND DISTRIBUTION

BOARD

501 Allow a provisional sum of USD 1000 for

three (3) phase power supply connection to

site

sum 1 1,000.00 1,000.00

502 100A TPN locakable loop in box complete

with earthing to required standards No. 3 800.00 2,400.00

503 75 X 75 mm lockable adaptable c/m

earthingNo. 3 300.00 900.00

504 Free stand metal cased with lockable

hinged door 6 way TPN MCB type flush

mounted distribution board with 200 A TP

main intergral switch, bus,bars,neutral and

earth terminal blocks or as to crab tree list

No 1806/21B C/W barrel lock as crab tree

equal and approved

No. 1 3000.00 3,000.00

505 70 mm sq-4 core PVC/SWA/PVC coppper

cables connected from power supply and

terminated on to above distribution bed

m 170 58.85 10,004.50

506 Trench ing and backfilling m 190 10.00 1,900.00

ELECTRICAL INSTALLATION

ADMINSTRATION OFFICES

507 50 mm sq 4-core PVC/SWA/PVC copper

cables ,connected from main distribution

board and terminated on to looping box at

the Fire pump house

m 12 47.50 570.00

508 Dito but to marine shed m 370 47.50 17,575.00

509 Metal cased with lockable hinged door 4

way TPN MCB type flush mounted

distribution board with 100 A TP main

intergral switch, bus,bars,neutral and earth

terminal blocks or as to crab tree list No

1806/21B C/W barrel lock as crab tree

equal and approved

No. 1 200.00 200.00

510 Lighting points wired from consumer unit

adaptable box with 3x1.5 mm2 PVC cable

drawn in new 20 mm GI conduitNo. 22 40.00 880.00

38,429.50

Pay't Item



5/1


RATE Amount

(USD) (USD)Pay't Item



511 4x18 W HPF T8 600X600 cat 4 flouresent

mirror brite recess lumirare quated c-line

FQCZ 418

No. 6 100.00 600.00

512 16W 2D Compact florescent apal diffused

ceiling lummare approved equal 1x36W

1200mm weather proof florescent light as

thorm or approved equal

No. 8 80.00 640.00

514 One gang 1 way 6A moulded switch as MK

or approved equalNo. 1 3.00 3.00

.

515 Two gang 1way 6A moulded switch as MK


516 Socket outlet point wired from distribution

board by 3x2.5 mm2 sq PVC Copper

cables HG Conduit complete with all

accessories

No. 6 48.00 288.00

517 Ditto to Air conditioner outlets No. 3 48.00 144.00

1,705.00

5/2


RATE Amount




518 13A two gang switched socket outlet as MK

or equal approvedNo. 6 14.00 84.00

519 Data and telephone wall socket outlet LJ

Secondary modelNo. 6 14.00 84.00

520 20A DP switch as M.K or approved equal No. 5 14.00 70.00

521 2KW 240V -50Hz Hand dryer as SADIAL

manfacture or approved equalNo. 2 480.00 960.00

522 3 compartment 192 x6o mm UPVC DADO

TRUNKING AS Made by cente president

complete with accessories such as

compliers, angles,end caps,3No outlet

boxes at each working stations etc laid

along walls

m 10 120.00 1,200.00

523 3x32 mm PVC conduits in floor/Wall slab

link up linking voice and data working

stations

No. 5 30.00 150.00

524 Air conditionier split system complete with

12000 BTW out door unitNo. 5 20.00 100.00

SITE ELECTRICAL INSTALLLATION

525 Photocell as Legrand

manufactureconnected with wiring through

15A contactor

No. 2 600.00 1,200.00

526 Two court: 9X Thorn QC6TC columns Set 1 19000.00 19,000.00

16X Sonapak OTLGB 250-4 Flood lights

4XQCB TCFB 1-way brackets

4XQCB TC FB 2-way brackets

1XQCB TC FB 4-way brackets

527 Sonapack OTLGB 250-4 Flood light

mounted columns above No. 8 700.00 5,600.00

528 4XQCB TCFB 1-way brackets No. 8 200.00 1,600.00

529 6mm sq 4-core PVC/SWA/PVC copper

cable connected from photocell to flood

lights mounted on TC columns

m 950 15.00 14,250.00

530 Earthing TC columns by 1200mm copper

electrodes No. 9 200.00 1,800.00

531 Trenching and backfilling for above

undrground cables laid minimum 600mm

deep in ground and surrounded with

concrete at roads and paved areas

m 850 10.00 8,500.00

GUARD HOUSE

532 Guard monitoring points on 2m stand pole

with weather proof push button wired to 4-

zone indicator / display board complete with

all necessary accessories

No. 5 200.00 1,000.00

533 Allow for commisioning of the installation LS 1 400.00 400.00

534 4core 1.5mm PVC/SWA/PVC cable to

above pointsm 950 5.00 4,750.00

60,748.00

5/3


RATE Amount




535 4 way 60A flush type mounted consumer

unit with 60A SP main intergral switch, bus

bars,neutral and earth terminal blocks or as

to crab tree list No 1806/21B c/w barrel lock

as crab tree equal and approved

No. 1 200.00 2,000.00

536 10 mm sq-4 core PVC/SWA/PVC coppper

cable connected from main LV Distribution

Board and terminated to above consumer

unit

m 250 25.00 6,250.00

537 Lighting points wired from consumer unit

with 3x1.5 mm2 PVC cable drawn in new 20

mm HD PVC conduitNo. 4 40.00 160.00

538 1x36 w 1200mm weather proof flourescent

light as Thorm or approved equal No. 3 60.00 180.00

539 1x16 W 2D compact flouresent opal

diffused ceiling luminaireas Thorn or

approved equal No. 1 80.00 80.00

540 One gang 1 way 6A moulded switch as MK


541 One gang 1 way 6A weather proof switch as

MK or approved equal No. 1 5.00 5.00

542 Socket outlet point wired from consumer

unit by 3 x 2.5 mm2 sq PVC Copper cables

HG Conduit complete with all accessoriesNo. 2 48.00 96.00

543 13A two gang switched socket outlet as MK

or equal approved No. 2 14.00 28.00

545 Data and telephone wall socket outlet LJ

Secondary modelNo. 2 14.00 28.00

FIRE DETECTION SYSTEM

546 Megalarm standalone Alarm P300W

Wireless site alarm call point intalled

complete with:SETS 5 750.00 3,750.00

i)Roburst and durable ABS plastic housing

ii)Powerful siren sounding 90 dB at 2m.

iii)9V Battrey powered - Supplied

iv)Ideal for tempororary building applications

v)Resettable call point stardard

vi)Accessed Battrey compartment

vii)Low battrey warning signal

viii)Possible interlink up to 10 units at 100m

distance between including all other

necessary accessories

547 Ditto but C300W SETS 4.0 100.00 400.00

Megalam wireless resettable call point

designed to link in with the rest of megalam

product ideal for ativating megalam system

where the sounder unit is not required

meant for guard patrol call points

548 How/er H01 Free Link Control Panel model

H01/FL/XS Site AlarmNo. 1.0 1000.00 1,000.00

549 NC 822 Solo smoke /Heat detection Test

/Removal kit with 3 -5 different sounds. No. 10.0 2000.00 20,000.00

33,986.00

5/4


RATE Amount




LIGHTNING PROTECTION - MARINE

SHED

Supply,install,connect annd set to work:

552 Earth electrodes including Test clamps,

copper tape down conductor and concrete

earth pit with cover

No. 2.0 800.00 1,600.00

553 Air Termination Spike complete with Base

cast and fixed on roof No. 2.0 300.00 600.00

554 Copper tape bonding of metal structure to

marine equipment shed, warehouse

container, waste container pipes casings

and marine shed complete with earth rods

clamps connection, concrete earth pits with

cover and all necessary accessories

m 190.0 32.00 6,080.00

LIGHTNING PROTECTION -CHEMICAL

SHED

Supply,install, connect annd set to work:

555 Earth electrodes including Test clamps,

copper tape down conductor and concrete

earth pit with coverNo. 2.0 800.00 1,600.00

556 Air Termination Spike complete with Base

cast and fixed on roof No. 2.0 300.00 600.00

557 Copper tape bonding of metal structure to

marine equipment shed, warehouse

container, waste container pipes casings

and marine shed complete with earth rods

clamps connection, concrete earth pits with

cover and all necessary accessories

m 190.0 32.00 6,080.00

558 Allow for testing and commissioning the

installationsItem 1.0 200.00 200.00

16,760.00

5/5


RATE Amount




Fire Pump Set559 Fire set E65-20 Single stage and suction

electric pump driven by 30 KW 415 V -2-

Pole motor -2900 rpm, 72 m3/hr,65m Head

as Dayliff manufacture model FLA 120-60

m3/hr norminal flow constructed complete

set with the following

Item 36,500.00

i)DB4-60 Horizontal centrifugal jokey pump

fitted with 1 KW Electric Motor with pressure

output of 4.5 Bar

ii)Varem 300 Liter Vertical pressure vessel

fitted with butyl rubber diaphram

iii)Suitably sized 100mm dia piping and

fitting for sunction and delivery connection

including isolating gate valves non return

valves or system outlet

iv)Manual/Auto control panel integrally

mounted as starndard incoporating in

coming mains isolator and MCB ,Voltage

Control relay 100A mcb and Stan Delta

Starter 10A MCB and Dolstarter pump rum/

trip/no water indicator

Sewage pump Set

560 2.2 KW 240V/5A Sewage submersiive

pumps 450W duty and standby

automatically remote opererated pumps as

Dayliff manufacture model SLI 80.80.22 790

H 788W complete with 10 m rubber drop

cable connected to remote control panel

with MCBs, Relays and all the necessary

accessories

set 1.0 30,000.00 30,000.00

561 Allow for testing and commissioning the

above pumps 1,000.00

Total carried to Summary 67,500.00

SUMMARY








5/6

Bill 600 - Water Supply and Sewerage System

RATE Amount

(USD) (USD)

600 WATER SUPPLY

PIPEWORK - PIPES

uPVC pipes to PN 16 to BS3505

with flexible rubber ring joints

601OD 110mm uPVC, pipe in trench

depth not exceeding 1.5m.m 120 20.00 2,400.00



602OD 25mm uPVC distribution pipe

m 370 10.00 3,700.00

PIPEWORK - FITTINGS AND

VALVES

Pipe fittings to PN 16

Junctions and branches

603DN 200 x 100mm DI Flanged Tee.

Nr. 1 520.00 520.00

604 DN 100 x 50mm DI Flanged Tee. Nr. 4 250.00 1,000.00

Adaptors

605 DN 200mm DI Flanged Adaptor Nr. 2 280.00 560.00



Bends

607OD 25mm uPVC 90

o Socket Bend. Nr. 20 35.00

700.00



Pay't


6/1


RATE Amount

(USD) (USD)


Pay't



608 OD 25 x 25mm socket Tee Nr. 8 50.00 400.00

609 25 x 25 x 12mm reducing Tee Nr. 5 50.00 250.00

Hand operated cast iron gate

valves to BS 5163, to PN 20

610 DN 100mm Flanged Gate Valve. Nr. 1 340.00 340.00

PIPEWORK - MANHOLES AND

PIPEWORK ANCILLARIES

Other Stated Chambers

611Washout chamber Type 1 not

exceeding 1.5mNr. 2 295.00 590.00

MISCELLANEOUS WORK

612

2500 litre Upvc water storage tank

complete with ball valve and all

other connections and fabricated

water tank tower 3500mm high

from ground level including

concrete base, steel plates, bolts

and excavation, backfilling and

disposal of surplus excavated

materials and painting all exposed

steel surfaces.

Nr. 1 6,800.00 6,800.00

613

500 litre Upvc water storage tank

complete with ball valve and all

other connections and fabricated

water tank tower 3500mm high

from ground level including

concrete base, steel plates, bolts

and excavation, backfilling and

disposal of surplus excavated

materials and painting all exposed

steel surfaces.

Nr. 1 2,500.00 2,500.00

614Allow for water connection to the

mainsItem 4,454.00


6/2


RATE Amount

(USD) (USD)


Pay't


SANITARY FITTINGS

615

White viterous china wash hand

basin single centre tap hole as

twyfords with pedestal stand at 900

above floor level

no. 4 200.00 800.00

-

616

White viterous china wc pan (p-

trap) as GP 1148WH with dual

flush 6/4L cistern and wc outlet

connector (WF 1240WH) as

twyfords or other approved

no. 5 300.00 1,500.00

-

617

S5095 (75490BH) Screw-to-wall

toilet roll holder as Amitage Shanks

with chrome plated finish

no. 5 60.00 300.00

-

618

Mirror size 450 x 600 x 6mm high

with bevelled edges on plywood

backing: fixed with Chrome Plated

screws with dome covers: plugged

to wall as approved by the

Supervision.

no. 4 120.00 480.00

-

619 Bowl Urinals with 9 litre automatic

flushing cistern, complete

no. 2 1,300.00 2,600.00

-

620

S5010 (2044100) 150 x 150mm

fully recessed viteous china soap

dish as Armitage Shanks

no. 1 60.00 60.00

-

621

Chromium plated shower

comprisimg 12mm 900 bend

connected to concealed galvanised

water supply pipes, 12mm stop

valve, 915mm long riser pipe

97804000, 405mm projection

straight shower arm

66904k1,100mm diametre shower

head 97804000, complete with

fixing clips to tiled wall as armitage

shanks or equal and approved.

no. 1 800.00 800.00


6/3


RATE Amount

(USD) (USD)


Pay't


622 200x200mm Floor Trap no. 2 100.00 200.00

-

623

Allow for testing the whole of the

sanitary installation during the

progress of the works and again at

completion and leave in perfect

working order to the satisfaction of

the relevant authority.

sum 1 200.00 200.00

PLUMBING PIPE WORK

62412mm pipe fixed to wall in chase.

m 15 12.00 180.00

625 Ditto but to 20mm m 20 15.00 300.00

626

20mm galvanised pipe laid in the

ground including excavation and

backfill.(prov)

m 370 15.00 5,550.00

EXTRA OVER FOR

627 20mm plug no. 10 10.00 100.00

628 20mm equal tee no. 10 10.00 100.00

629 20mm reducing tee no. 10 9.00 90.00

630 12mm union no. 10 12.00 120.00

631 12mm - 20mm elbows no. 15 10.00 150.00

632 12mm equal tee. no. 10 10.00 100.00

63312mm High pressure ball valve

jointed to steel galvanised pipeno. 10 10.00 100.00

634

Allow for the sterilisation and

flushing out of the entire cold water

installation.

Item 1 200.00 200.00

635Bulider's work in connection with

plumbing services.Item 1 380.00 380.00


6/4


RATE Amount

(USD) (USD)


Pay't


INTERNAL PLUMBING AND

DRAINAGE

TENDERERS MUST ALLOW IN

THEIR PIPE WORK PRICE FOR

ALL COUPLING, CONNECTORS

AND JOINTS ETC. REQUIRED IN

THE RUNNING LENGTH OF

PIPEWORK AND ALSO WHERE

STATED FOR PIPE FIXING CLIP

OR HOLDERBATS PLUGGED

AND SCREWED.

636

100mm Upvc Soil and vent fixed to

wall with and include approved

pipe clip

m 10 25.00 250.00

637

110mm HD UPVC soil pipe laid in

the ground including excavation

and backfill.(prov)

m 55 25.00 1,375.00

638

150x150mm gully trap completed

with cover one 100mm outlet

including bedding and surrounding

with 150mm plain concrete grade

"20" and joining to uPVC drain pipe

and all necessary excavation

disposal and form work

no. 4 90.00 360.00

639

Manhole size 600x450x600mm

deep intenally comprising 100mm

thick concrete grade 20 base with

225mm thick solid concrete block

walls, rendered internally

600x450mm precast concrete

manhole cover with 2 No. lifting

rings set in 75mm reinforced

concrete slab including excavation,

backfilling, removing surplus

excavated material and all

accessories to detail.

no. 4 360.00 1,440.00

Sub Total Carried to Collection 3,425.00

6/5


RATE Amount

(USD) (USD)


Pay't


Sewer System

Demolition and clearance

640General clearance of working

width, 2.5 mm

2 425 5.00 2,125.00

Pipework - Pipes

641PN 6 uPVC sewer pipe to BS 4660


642 OD 110mm sewer pipe m 170 15.00 2,550.00

PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES

Blockwork manholes complete with

benching and precast concrete

covers. (concrete class 35/20) at

connections from interceptor tanks

643 Manholes depth not exceeding 1.5m nr. 3 250.00 750.00

644 Manholes depth 1.5 - 2.0m nr 3 340.00 1,020.00

645 Manholes depth 2.0 - 2.5m nr 2 420.00 840.00


SUMMARY








6/6

Bill 700 - Fire Water Main and Fire Tank

RATE Amount

(USD) (USD)

700FIRE WATER MAIN AND

FIRE TANK

PIPEWORK - PIPES



701 OD 110mm uPVC, pipe in trench

depth not exceeding 1.5m.

m 270 15.00 4,050.00


VALVES


Bends

702OD 110mm uPVC 90

o Socket

Bend. Nr. 10 100.00 1,000.00


703 OD 100 x 100mm socket Tee Nr. 10 200.00 2,000.00

-

Adaptors -

-


-

Hand operated cast iron gate

valves to BS 5163, to PN 20 -

-

705 DN 100mm Flanged Gate Valve. Nr. 2 340.00 680.00



Pay't


7/1


RATE Amount

(USD) (USD)


Pay't


Fire Hydrant

706

Surface (pillar) fire hydrant screw-

down type with screwed outlet, PN

16

Nr. 2 2,000.00 4,000.00

MISCELLANEOUS WORK

707Pump house including , pipework

and fittings1 16,000.00 16,000.00

Fire tank

DEMOLITION AND SITE

CLEARANCE

EARTHWORKS

Excavation for foundations

708 Reservoir m3 20 5.00 100.00

General excavation

Topsoil

709 Reservoir m3 20 5.00 100.00

Rock, depth not exceeding 1m

710 Reservoir m3 20 60.00 1,200.00

Excavation Ancillaries

Disposal of excavated material

711 Rock m3 20 8.00 160.00

Double handling of excavated

material

712 Topsoil to reservoir site m3 20 4.00 80.00

713

Material other than topsoil, rock or

artificial hard material; reservoir

sitem3 20 5.00 100.00

PIPEWORK - PIPES

Galvanised Iron Pipes to PN 16

714 DN 100mm GI pipe, not in trench m 10 25.00 250.00


7/2


RATE Amount

(USD) (USD)


Pay't


715 uPVC pipes to PN 20 to BS3505

716OD 160mm uPVC, pipe in trench

depth not exceeding 1.5m.m 30 40.00 1,200.00


VALVES

Galvanised Iron pipe fittings to

PN 16

Bends

717 DN 100mm GI 90o Flanged bend Nr. 2 40.00 80.00

718 DN 150mm GI 90o Flanged Bend Nr. 6 45.00 270.00

Tees

719 DN 150 x 150mm GI Flanged Tee Nr. 1 75.00 75.00

Adaptors

720 DN 100mm GI Flanged Adaptor Nr. 3 195.00 585.00

721 DN 150mm GI Flanged Adaptor Nr. 3 235.00 705.00

Bellmouths

722 DN 150mm GI Bellmouth Nr. 1 520.00 520.00

Straight Specials

723 Double Flanged Pipe Piece

Length not exceeding 1m

724 DN 150mm GI Nr. 5 55.00 275.00

Length 1 - 2m

725 DN 100mm GI Nr. 3 45.00 135.00

726 DN 150mm GI Nr. 1 100.00 100.00

Length 2 - 4m

727 DN 150mm GI Nr. 1 185.00 185.00


7/3


RATE Amount

(USD) (USD)


Pay't


Single Flanged Pipe Piece, length

not exceeding 1m

728 DN 150mm GI Nr. 1 55.00 55.00

uPVC pipe fittings to PN 20 to

BS3505

Bends

729OD 110mm uPVC 90

o Socket

BendNr. 1 155.00 155.00

Valves to PN 20

Hand operated Cast Iron Gate

Valves

730 DN 100mm Flanged Gate Valve Nr. 1 340.00 340.00

731 DN 150mm Flanged Gate Valve Nr. 2 460.00 920.00

Flap valves

732 DN 150mm GI Flap Valve Nr. 1 280.00 280.00

Ball Float Valves

733 DN 100mm Ball Float Valve Nr. 1 1,530.00 1,530.00

Water Meters

Helix 'Woltman' bulk water meter

to BS 5728

734 for inlet DN 100mm pipe Nr. 1 1,470.00 1,470.00

735 for outlet DN 150mm pipe Nr. 1 2,140.00 2,140.00

PIPEWORK - PIPEWORK

ANCILLARIES

Other Stated Chambers

736

Water meter Chamber (Drawing

No. BHLWS - STD/DWG 001)

depth not exceeding 1.5m

Nr. 1 520.00 520.00

MISCELLANEOUS

METALWORK

737 Water level indicator Nr. 1 920.00 920.00


7/4


RATE Amount

(USD) (USD)


Pay't


738

Hot Pressed Steel Sectional Tank

115m3 elevated 6m above the

ground complete with reinforced

concrete dwarf walls, access

ladder and lockable inspection

cover

Sum 1 45,000.00 45,000.00

739

Fire Hydrant: Supply and install a

surface (pillar) fire hydrant screw

down type with screwed outlet PN

10

No. 5 2,000.00 10,000.00


SUMMARY






7/5


RATE Amount

(USD) (USD)

800 WASTE COLLECTION SHED

Element A - SUBSTRUCTURE

801 Excavate column base not exceeding 1.50m

deep. m

3 5.83 5.14 29.98

802 Return, fill in and ram imported approved murram

around foundations.m

3 3.89 16.69 64.89

803 Load, wheel and deposit surplus as directed. m3 1.94 4.50 8.75

804 50 mm Concrete blinding grade 15 m2 4.86 15.00 72.90

Vibrated reinforced concrete grade 25 in

805 Column bases. m3 1.46 280.00 408.24

806 Columns studs. m3 0.65 280.00 181.44

High yield square twisted bars reinforcement

to BS 4449

807 8 mm Diameter bar. Kg 19.22 3.50 67.27

808 12 mm Ditto. Kg 108.69 3.50 380.42

Sawn formwork

809 Sides of column stud m2 8.64 15.00 129.60



Pay't


8/1


RATE Amount

(USD) (USD)


Pay't


Element B - FRAME

UB Stanchions

810 100 x 100 x 4 mm SHS stanchion. Kg 288 2.54 731.52

811 300 x 300 x 6 mm Base plate fixed to concrete

Column stud with 4No. J bolts.No 6 22.50 135.00

812 60 x60 x5 mm MSA diagonal bracing Kg 264 2.54 669.54

Element C - ROOF

813 Supply and assemble 50 x50 x 3 SHS members

to form truss as indicated Kg 7,657 2.54 19,448.88

80x 40x 3 mm RHS RaftersKg 356 2.54 903.34

814 100 x 50 x 2 mm Z purlins. m 80 13.50 1,080.00

815 30 mm x 1.5 mm thick pre-formed m.s fascia

boards welded to angle cleats at rafter ends to

detail.

m 14 9.50 133.00

816 150mm wide x 100mm deep x 2mm U shaped

gutter.m 14 48.50 679.00

817 75 x 75 x 6mm Angle cleats fixed to rafters as per

details.No 30 4.80 144.00

822 26 Gauge pre-painted galvanized IT4 sheet and

fixing accessories as manufactured by Messrs

Roofings Ltd or other approved manufacturers

lapped and fixed to steel Z purlins with self

lapping screws in accordance with the

manufacturers instructions.

m2 220 22.50 4,945.05


8/2


RATE Amount

(USD) (USD)


Pay't


Element D - FLOOR FINISHES

823 supply and Install poly liner over the Waste

collection and waste casing area m2 630.0 1.50 945.00

824 Construct an earthbund around the Waste

collection area using approved material as per

detailsm

3 8.40 25.00 210.00

825 Supply and install waste bins/skips in the Waste

collection shed No. 5 4,000.00 20,000.00


SUMMARY





8/3

Bill 800 Day works

RATE Amount

(USD) (USD)

900 DAY WORKS

Labour

901 Mason Hour 1 10.00 10.00

902 Welder Hour 1 10.00 10.00

903 Steel fixer Hour 1 10.00 10.00

904 Equipment operator Hour 1 12.00 12.00

905 Electrician Hour 1 10.00 10.00

-

906 Plumber Hour 1 10.00 10.00

907 Unskilled labour Hour 1 5.00 5.00

Materials

908Supply,dump approved

gravel, spreadand compact to

98% MDD

m3 1 16.69 16.69

909 Ordinary portland cement ton 1 400.00 400.00

910 C25/20 concrete m3 1 300.00 300.00

91112 mm High tensile

reiforcement barkg 1 4.00 4.00

912 Formwork m2 1 15.00 15.00

913 230 mm blockwork m2 1 50.00 50.00

914 150 mm block work m2 1 30.00 30.00

915 Hot rolled steel section kg 1 3.00 3.00

Daily Equipment Hire

Provisional

916 Grader Hire 240G Day 1 600.00 600.00

917 Bull dozer Hire D7 Day 1 800.00 800.00

918 Wheel loader Hire 938 Day 1 750.00 750.00

919 Track Excavator Hire 225 Day 1 800.00 800.00

920 Vibratory roller Hire 10 ton Day 1 600.00 600.00

921 Water bowser Hire 5m3 Day 1 200.00 200.00

922 20 ton Tipper truck Day 1 100.00 100.00

923Low bed truck and Trailer hire

Day 1 600.00 600.00

924 Pedstrian Roller 2 ton Day 1 80.00 80.00

SUB - TOTAL BILL 800: DAY WORKS 5,415.69


Pay't


9/1

KF Yard Engineers Estimate

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Transcript of KF Yard Engineers Estimate