8. APPENDIX Vil The daywork rates entered hereunder and agreed by the S.O. shall not be futher subject to a fifteen percent (15%) addition, The Company shall produce for verication to the S.0, vouchers specifying the time and materials employed on the work, If required, the Company shall also produce his recelpted bils ‘and wages book in suppotof his account. Where special mechanical plant is required for use on daywork, the cost fo be paid to the Company shall be subjected to agreement by the S.0, Ada’ is considered normal working day of 8 hours, thats between 0800 hours to 1700 hours, Fraction ofa day shall be paid on pro-rata basis for work involving lebourlmenpower, whereas ‘orwork Involving machinery, a day or fection ofa day shall ba considered a full daywork, Rates for power driven tool are not included in the labour rates but charges for hand tools shell be deemed fo be included. Additonal cost for mobilzation/demobitzation of planis and machineries and traffc management shell be applicable to pavement and shoulder works excluding maintenance of footpath, concrete pavement repair and maintenance of wire rope, and shall be based on four percent (4%6) ofthe basic Schedule of Rafes values, Any works instructed by the Government to be carried out during night time between 2100 hours fo 0600 hours is considered as night work and shall be ‘subjected to an additional seven percent (7%) of the basic Schedule of Rates values, Al rates pertaining to Drainage Works in the Schedulo of Rates ate only applicable for roadside oad se drains, fst (1) and second (2) borm dain, For works invelving third (38) berm and above, agreed rates shail be applied, Page 3of Appendix Vil. PRIVATISATION OF PENINSULAR FEDERAL ROAD MAINTENANCE SCHEDULE OF DAY WORK RATE FOR LABOUR en DESCRIPTION unit | RATE (RM) 1 | Ganger. DAY 92.00 2 | Plant Operator (@) Heavy Plant Operator. DAY 98.00 (0) Medium Plant Operator. DAY 92.00 (©) Smail Plant / Equipment Operator. DAY 89.00 3 | Skilled worker (@) Mason, DAY 73.00 (0) Coneretor. DAY 73.00 (©) Bar-bencier. DAY 73.00 (@) Carpenter. DAY 78.00 (e) Bricklayer. DAY 78.00 () Plasterer. DAY 78.00 () Painter. DAY 73.00 (h) Draintayer, bay 73.00 @ Pavior. DAY 78.00 ) Fitter, DAY 78.00 ® Pipstayer. DAY 78.00 (Steelworker. DAY 78.00 (m) Welder, DAY 89,00 (0) Grade Checker. DAY 73.00 (0) Mechanic. DAY 78.00 (P) Surveyor. DAY 89.00 (@) Plumber DAY 78.00 (. Chargeman DAY 78.00 (6) Wireman DAY 76.00 (9 Scissorman DAY 78.00 4 Semi-skilled worker : (a) Asst. Grade Checker. DAY 58.00 (b) Dumpman and Load Checker. DAY 58.00 (©) Bitumen worker, DAY 58.00 (@) Chainman. DAY 58.00 5 Lorry / Qumper Driver. DAY 70.00 6 General Labourer.(male) DAY 58,00 7 General Labourer (female) DAY 50.00 8 Flagman DAY 50.00PRIVATISATION OF PENINSULAR FEDERAL ROAD MAINTENANCE SCHEDULE OF DAY WORK RATE FOR PLANTS AND MACHINERIES rem DESCRIPTION utr RATE (RM) 1 | 8 Tonne Lorry perBhourday | 400.00 2 | 8-40 Tonne Tipper Lorry perShourday | 450,00 3 | 20 Tohne dump Truck per8hourday | — 660,00 4 | LowLoader 40 Tonne perBhourday | 1,000.00 5 | Grader Cat 112 F or equivalent perBhourday | 850,00 6 | Bulldozer Cat DSC or equivalent per Bhourday -} 720.00 7 | Shovel Cat 955 or equivalent per8hourday | 650.00 8 | Asphait paver perBhourday | 1,000.00 9 | Hydraulic Excavator Komatzu PC 3008 or perBhourday } 860.00 equivalent 10 | Backhoe Excavator perShourday | 450.00 11 | 20Tonne Compacter Roller per 8 hour day 600.00 12 | 10-18 Tonne Vibratory Roller per8hourday | 630.00 13 | 7 Tonne Tandem Roller perShourday | 670,00 14 | Pneumatic Tyred Roller 7 - 14 Tonne perBhourday | 610.00 45 | Agricultural Tractor (with back bucket ) perShourday | 300.00 16 | Agricultural Tractor (with borer) perhourday | "360.00 17 | Portable Compactor / Plale Compactor perBhourday | 130.00 18 | Concrete Mixer 8 T or 7T perShourday | 200.00 49 | Concrete Mixer 14 T or 10°T (Self Loading } perShourday | 360.00 20 | Mobile Crane 10 Tone perBhourday | 860.00 21 | Mobile Crane 15 Tonne perShourday | 680.00 22 | Mobile Crane 20 Tonne per hour day 800.00 23 | Portable Air Compressor (300 - 350 CFM) perShourday } 310.00rem DESCRIPTION UNIT, RATE (RM) 24 | Portable Air Compressor (361 - 600 CFM) per 6 hour day 370.00 28 | Pneumatic Drils Including Drill Bits eto. per 8 hour day 160.00 28 | Oxyacetylene Cutting Equioment including per 8 hour day 120.60 gas. 27 | Welding Set Inciuding Welaing Equipment ete. per 8 hour day 200.00 28 | 1 Ton Lony /Pick- up per 8 hour day 240.00 28 | Chain Saw- 12" long per 6 hour day 70.00 30 =| Chain Saw - 18" long per 8 hour day 80.00 31 | Chain Saw - 24" fong per 8 hour day 110.00 32 | Chain Sav 36" long per 8 hour day 125.00 33. | Generator Sot 4 KVA per 8 hour day 150.00 34 | Generator Set 15-20 KVA per 8 hour day 450.00 38 | Water Tanker (3.07 ) CAW spraying per 8 hour day 460,00 equipment 75 mm, 100mm or 450 mm 36 | Water pumps 75mm, 100mm ori8amm per 8 hour day 470.00 Complete With Hose ete, 37 | Piling Rig ( Bakau Piles ) er 8 hour day 210.00 38 | Survey Instrument Complete Set per 8 hour day 70.00 39 | Pressure Pump (10 Hp) Complete with hose per 8 hour day 170.00 and nozzle 40 | Multi Purposes excavator ( Bobcat or per hour day 320.00 equivalent) 4 Hydraulic Platform per 8 hour day 550.00 42 Pneumatic Jackhammer per 8 hour day 170.00 4a Power Broom Sweeper per hour day 400.00 44 | Pavement Cutter er 8 hour day 206.00 4% | Milling Machine 1800 Vo perShourday | 2,700.00 46 Milling Machine 2000 Do per8hourday | 2,900.00ITEM DESCRIPTION UNIT RATE (RM) 47 1 seytitt per @ hour day 550.00 4a] Van er 8 hour day 240.00 49 | 3 Tonne Lony perBhourday | 390.00 80 | Long Arm Excavator per 8 hour day 820.00 54 Back Pusher per 8 hour day 320.00 52 | Mobile Crane 35 tonnes - Long Arms perShourday | 1,200.00 83 | Mobile Crane 45 tonnes - Long Arms perhourday | 1,600.00 54 | Mobile Crane 60 tonnes - Long Arms perBhourday | 2,200.00 85 | Scaffolding setiday 80.00 86 | Lory Crane per 8 hour day 800.00 57 | Hydraulic breaker to be attached to hydraulle perBhourday | 4,100.00 excavator (hydraulic excavator measured separately) 58 New Jersey Plastic Barrier no per day 2.00 59 Cone no per day 0.80 60 | Temporary signboard no per day 8.00 ot Blinkers no per day 2.00 62 Reflective string delineator meter per day 0.10DRAINAGE iTEM DESCRIPTION uNiT RATE (RM) MAINTENANCE OF DRAIN AND CULVERT Construction of New Drains and New Guivert Roadside Drain Excavats trenches in all material other than rock for precast concrete drain not exceeding 1.50m deep, backfill and remove surplus spoil to @ tip to be provided by the Contractor away from the work site within § km radius including all necessary timbering. For the folowing drain size: ) 300mm ii) 375mm il) 450mm iv) 600mm Ditto, for V-shaped cast insitu concrete drain -dltto- Ditto, for precast conerete outlet channel (Scupper drain) - ditto Excavate trenches in all material other than rock for precast concrete drain exceeding 1.5m, deep, but not exceeding 3.0m deep, backfil and remove surplus spoil to a tip to be provided by the Contractor away from work site within 5 km radius inoluding all necessary timbering. For the following drain size: i) 300mm i) 376mm if) 450mm iv) 800mm Ditto - for V-shaped cast insitu concrete drain -ditto- ‘Supply, lay, level and compact earth fils to required level. Ditto, sand as backfill Ditto, crushed aggregate to the formation level. m3 m3. m3} m3. m3 m3. m3 m3. 7.70 22.80 7.90 40.80 26.10 44.90 64.90 85.60 lj 1. joe} cB ca rm coDRAINAGE IreM DESCRIPTION UNIT | RATE (Ra) MAINTENANCE OF DRAIN AND CULVERT (cont'd Gonsteuction Of New Drains And New Cuivert (cont'd) Roadside Drain (Cont'd) @ | Prepare and lay site mix concrete Grade 10 (1: 4: 8). m3 231.80 b | Ditto - Grade 15 conerete (1:3: 6). m3 245.80 © | Ditto - Grade 20 conerete (1 : 2: 4) as bedding. m3 250.40 d- | Sawn formwork. o m2 34.80 e ‘Supply, fabricate and lay steel fabric reinfocdmment of the following size : f a) BRC. (BS 4483) - Ad if m2, 9.00 b) BRC. (BS 4483) - AS m2 14.80 ©) BRC. (BS 4483) - AS m2 13.70 d) BRC. (BS 4483) - a7 m2 19.40 ©) BRC. (BS 4483) - AB m2 24.20 ) BRC. (BS 4483) - Ag ma 30.80 9) BRC, (BS 4483) - Ato m2 38.40 h) BRC. (BS 4483) - BS m2 19.40 i) BRC. (BS 4483) - BS m2 23.20 ) BRC. (BS 4483) - B7 m2, 27.00 k) BRC. (BS 4483) - Ba m2 34,60 ) BRC. (BS 4483) - BS m2 42.20 m) BRC. (BS 4483) - B10 m2 49.80 n) BRC. (BS 4483) - B12 m2 65.00 0) BRC. (BS 4483) - C5 m2: 13.70: P) BRC. (BS 4483) - C8 m2 17.50 @) BRC. (BS 4483) - C7 m2 21.30 1) BRC. (BS 4483) - cB m2 28.00 8) BRC. (BS 4483) - C9 m2 34.60 t) BRC. (BS 4483) - C10 m2 42.20 u) BRC. (BS 4483) - DA m2 15.80 v) BRC. (BS 4483) - DAS m2 21.30 w) BRC. (BS 4483) - DAS m2 27.00 x) BRC, (BS 4483) - DAZ m2 36.50 ¥) BRC. (BS 4483) - DAB m2 48.00 m2 59.30 z) BRC. (BS 4483) - DAS