Chief Secretariat – Western Province CSWP/ENG-ADM/DO/02

HIGH WAY SCHEDULE OF

RATES -2019

ALL RATES ARE COMMON TO

COLOMBO, GAMPAHA & KALUTARA DISTRICTS
(Rates effective from 30.04.2019 until further notice)

PROVINCIAL ENGINEERING ORGANIZATION

WESTERN PROVINCE - PROVINCIAL COUNCIL
Issue No.01 Rev.No.00 DOI: 2019-04-30
Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Highway Schedule of Rates - 2019

Basic Rates

Item No Description Unit Wet Rate 2019

LABOUR RATES (BASIC)

B0-001 Labour Skilled A (SK 'A') Day(8Hrs) 2,400.00

B0-002 Labour Skilled B (SK 'B') Day(8Hrs) 2,100.00

B0-003 Labour Semi Skilled (S/SK) Day(8Hrs) 2,100.00

B0-004 Labour Unskilled (U/SK) Day(8Hrs) 1,900.00

HIRE CHARGES (WET LEASE BASIS INCLUDING
OPERATOR )

B0-101 Tar Boiler (Heating with firewood) (Less Operator) Day 88.00

B0-102 Concrete / asphalt mixer (400 liters) Day 7,339.00

B0-103 Bitumen sprayer (Less Operator) Day 92.00
B0-104 Water tank+50mm pump (Less Operator) Day 1,253.00
B0-105 Welding plant engine driven w/welder Day 14,396.00
B0-106 Porker vibrator (Less Operator) Day 2,162.00
B0-107 Plate Compactor( 90 kg) (Less Operator) Day 4,107.00
B0-108 Vibrating rammer (60kg)(Less Operator) Day 3,929.00
B0-109 Vibrating roller (1/2-1 ton) Day 6,903.00
B0-110 Vibrating roller (smooth-10 tons) Day 33,871.00
B0-111 Smooth/road roller (8-10 tons) static Day 12,258.00
B0-112 Pneumatic road roller (8-10 tons) hour 4,181.00
B0-113 Motor grader (65 HP) Day 27,401.00
B0-114 Motor grader (120-140 HP) Day 57,126.00
B0-115 Backhoe loader (JCB) Day 26,453.00
B0-116 Wheel loader (1.4 cu.m) Day 29,735.00
B0-116A Wheel Loader (1.7 cu.m) Day 35,709.00
B0-117 Tractor & trailor (3 Ton) Day 6,533.00
Material Transport by Lorry /Tipper/ Dump truck (exceeding 10
B0-118 KM/Cu.m 26.00
km)

B0-118A Do-by hired Lorry /Tipper/ Dump truck (exceeding 10 km) KM/Cu.m 25.00

Do-by Lorry /Tipper/ Dump truck (for more than 3Km less than
B0-119 KM/Cu.m 30.00
10Km Distances)
Do-by hired by Lorry /Tipper/ Dump truck (for more than 3Km
B0-119A KM/Cu.m 28.00
less than 10Km Distances)
B0-120 Transport of premix by dump truck KM/MT 19.00
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Item No Description Unit Wet Rate 2019

B0-120A Do- Emulsion per 100 liters per 1Km km /100ltr 4.00

B0-120B Do- premix by hired dump truck KM/MT 18.00

B0-121 Sand/chip spreader-propelled Day 42,550.00

B0-121A Sand/chip spreader-towed Day 2,534.00
B0-122 Farm tractor & broom Day 11,668.00
B0-123 Emulsion sprayer self prop.(4000 liters) Day 26,647.00
B0-124 Wheel loader (2.7-3.1 cu.m) Day 50,639.00
B0-124A Wheel loader (2.0-2.3 cu.m) Day 44,315.00
B0-125 Lorry 3 ton (2.5cu.m) km 44.00
B0-126 Lorry 5 ton (3.5 cu.m) km 55.00
B0-127 Lorry 7 ton (4.5 cu.m) km 63.00
B0-128 Water bowser (6000 liters) Day 21,605.00
B0-129 Asphalt paver (crawler) hour 7,884.00
B0-129A Asphalt paver (Wheel) hour 8,761.00
B0-130 Tanker only (20000 liters) hour 312.00
B0-130A Low bed trailer 30 ton km 58.00
B0-131 Prime mover old (for 20000 L tanker) hour 3,757.00
B0-131A Prime mover new (for 30 T trailer)Time Basis hour 5,958.00
B0-131B Prime mover new (for 30 T trailer) Distance basis Km 271.00
B0-132 Baby dumper .75 cu.m (Less Operator) hour 1,273.00
B0-133 Water pump 4" hour 1,192.00
B0-133A Water pump 2" (less operator) hour 269.00
B0-134 Sludge pump 4" hour 1,594.00
B0-135 Vibrating Roller (6-7 tons) tandem hour 2,611.00
B0-136 Concrete mixer with Load Cell weigh batcher 14/10 * Day 12,027.00
B0-137 Trolley emulsion (less operator) hour 115.00
B0-138 Sprayer emulsion hand cart hour 823.00
B0-139 Road marker hand cart gas heater hour 1,628.00
B0-140 Bitumen distributor 750 liters hour 1,702.00
B0-141 Tank truck bitumen 10000 Ltr hour 4,486.00
B0-142 Crusher stone 40t/h hour 11,552.00
B0-143 Track drill crawler hour 1,809.00
B0-144 Compressor air 750 CFM hour 6,743.00
B0-145 Slurry sealing Machine hour 13,458.00
B0-146 Mobile crane 25 tons hour 8,401.00
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Item No Description Unit Wet Rate 2019

B0-146A Mobile crane 30 tons hour 10,615.00

B0-147 Asphalt plant 60T/h hot mix hour 20,792.00
B0-147A Cold mix plant30T/h hour 10,722.00
B0-148 Lorry 10 Ton Km 100.00
B0-149 Pick up truck 2 WD km 27.00
B0-150 Farm tractor with water bowser hour 817.00
B0-151 Lorry 17 ton Self Loading (wet) km 174.00
B0-152 Tractor with Emulsion Bowser hour 827.00
B0-153 Emulsion Tank Truck (8000litres) km 136.00
B0-154 Dozer (Crawler Tractor)D-4 D-41(80-100Hp) hour 4,618.00
B0-155 Excavator Mobile hour 6,798.00
B0-156 Air Compressor 250 CFM hour 2,620.00

B0-157 Hand held Breaker (Demolisher) (less operator) Day 507.00

B0-158 Rock Drill Hand Held (Less Drill Steel) Hour 296.00

B0-160 Excavator 120 HP hour 4,900.00

B0-161 Excavator 70 HP hour 3,325.00

SUPPLY OF SOIL FROM BORROW PITS INCLUDING

LOADING.(FOR QUANTITIES MORE THAN 300CU.M.)

*SEE GENERAL NOTES FOR FURTHER DETAILS ON

USING THIS RATE
B0-201 Approved soil type I & II for bases & shoulders Cu.m 912.00
B0-202 Approved soil type I & II for embankments Cu.m 612.00

AGGREGATE & RUBBLE (EX-QUARRY-BASIC)

INCLUDING BLASTING,PILING, LOADING & 16Km
TRANSPORT)

(ROYALTY/RENTAL TO BE ADDED SEPARATELY IN

NOTE* THE BOQ WITHOUT ADDING OVERHEADS,IF
REQUIRED TO BE REIMBURSED)

(150mm-225mm) rubble- (vehicle measurement excluding

B0-301 Cu.m 1,767.00
piling)
B0-302 (150mm -225mm) rubble piled Cu.m 1,811.00
MANUAL PRODUCTION
B0-303 Manually Production (100mm) Aggregate Cu.m 1,196.00

B0-304 Manually Production (75mm) Aggregate Cu.m 1,378.00

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Item No Description Unit Wet Rate 2019

B0-305 Manually Production (50mm) Aggregate Cu.m 1,260.00

PLANT PRODUCTION
B0-308A Crusher Production (19mm) Aggregate Cu.m 2,509.00
B0-309 Crusher Production (12.5mm) Aggregate Cu.m 2,739.00
B0-310 Crusher Production (37.5mm)-do-(S.S.C.M.T:1701.4) Cu.m 2,474.00

B0-311 Crusher Production (50MM)-do-(S.S.C.M.T:1701.4) Cu.m 2,474.00

B0-312 Crusher fines (6.3mm downwards)(incl. 20km transport) Cu.m 2,650.00

Crusher Produced (37.5mm)graded (table 1701.5 for ABC)
B0-313 Cu.m 2,400.00
Excluding transport)

AGGREGATE FOR SEAL COAT TREATMENTS

(GRADING AS PER SSCM TABLE 1701.8)

B0-314 Aggregate for seal coat 19mm (SSCM table 1701-8) Cu.m 2,965.00

B0-315 Aggregate for seal coat 12.5mm (SSCM table 1701-8) Cu.m 2,929.00

B0-316 Aggregate for seal coat 9.5 mm (SSCM table 1701-8) Cu.m 2,929.00

SAND (RATE TO INCLUDE TRANSPORT UP TO 16 KM)

ADDITIONAL TRANSPORT TO BE PAID SEPARATELY)

B0-331 River sand for road surface (SSCM table 1701-9) Cu.m 5,680.00

B0-332 River sand for concrete and masonry work (SSCM table 1701-2) Cu.m 5,680.00

BRICKS (WITH TRANSPORT)

B0-340 Common burnt clay building bricks (SLS 39:1978) 1000No 12,000.00
BITUMEN & EMULSION - (TRANSPORT TO BE ADDED
SEPARATELY)
B0-351 Bitumen 80/100[ drums] (purchase> 25drums) liter 86.00

B0-351A Bitumen 60/70 ( drums)(purchase> 25drums) liter 86.00

B0-352 Emulsion -C.S.S.1 (Excluding transp.) liter 78.00
B0-353 Emulsion -C.R.S.1 (Excluding transp.) liter 76.00
B0-354 Emulsion -C.R.S.2 (Excluding transp.) liter 80.00
Bitumen 80/100 (Bulk) (Delivery at Site) for all asphalt plants
B0-355 kg 89.00
(with De-cant cost)
Bitumen 60/70 (Bulk) (Delivery at Site) for all asphalt plants
B0-355A Kg 89.00
(with De-cant cost)
B0-355B Bitumen 80/100[Bulk] Kg 86.00

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Item No Description Unit Wet Rate 2019

B0-355C Bitumen 60/70[Bulk] Kg 86.00

B0-356 Liquid Asphalt-MC 30 liter 107.00

PREMIXED BITUMINOUS MATERIALS (PRICE

INCLUSIVE OF ALL RAW MATERIAL TRANSPORT
AND ROYALTY ON AGGREGATE)
B0-361A Asphalt Concrete Surfacing Material binder 60/70 bitumen @
4.7% Mix M.ton 8,790.00

B0-362 Asphalt concrete bound base material binder 60/70 bitumen @

M.ton 7,889.00
3.53% Mix
B0-362A Asphalt concrete binder course material: binder 60/70 bitumen @
M.ton 8,433.00
4.1% mix
B0-362B Item Deleted M.ton
(FOR PROJECTS & MAINTENANCE)
Cut Back Asphalt - aggregate cold mix with 15% cut back 60/70 @
B0-365 5.5% of Mix (19mm) M.ton 9,854.00
Cut Back Asphalt - aggregate cold mix with 16% cut back 60/70 @
B0-365A 5.5% of Mix (12.5mm) M.ton 9,880.00
1. ABOVE RATES INCLUDE TRANSPORT COST FOR:
NOTE: AGGREGATES - 50KM;DEISEL-25KM;KOIL-25KM;BINDER-
10KM
2. ROYALTY ON AGGREGATE MATERIALS : NIL

3. FOR DIFFERENT PERCENTAGES OF BINDER, % CUTBACK

SEE GENERAL NOTES: SECTION29
4. TRANSPORT COST FROM PLANT TO THE LAYING SITE TO
BE PAID SEPARTELY.

READY - MIX CONCRETE (EXCLUDING HANDLING COST)

B0-380 GRADE 15 /20/120mm Cu.m 12,059.00

B0-381 GRADE 20//20/120mm Cu.m 13,971.00
B0-382 GRADE 25 /20/120mm Cu.m 14,363.00
B0-383 GRADE 30 /20/120mm Cu.m 15,188.00
B0-384 GRADE 35 /20/120mm Cu.m 15,725.00
B0-385 GRADE 40 /20/120mm Cu.m 16,309.00
1. ABOVE RATES ARE CONSIDERED WITHIN 20 KM FOR
NOTE:
120MM SLUMP AT SITE

2. NOMINAL AGGREGATE SIZE 20MM

TIMBER & FIREWOOD (INCLUDING TRANSPORT

COST)
B0-391 Sawn timber class 1 (local)-(incl transport) Cu.dm 101.00
B0-392 Sawn timber class 2 (local)-(incl transport) Cu.dm 70.00
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Item No Description Unit Wet Rate 2019

Timber round jungle-100mm minimum & 150 mm average

B0-393 L.m 44.00
diameter (incl transport)
Timber round jungle-150mm minimum & 200 mm average
B0-394 L.m 84.00
diameter (incl transport)
B0-395 Firewood (incl transport) Cu.m. 1,568.00

B0-396 Plywood (MR) for formwork-15 mm thick (incl transport) Sq.m 943.00

B0-397 Bamboo tree length greater than 8 meters Nr. 369.00

CEMENT (INCLUDING TRANSPORT COST)
B0-401 Portland cement(50kg) (incl transport) bag (50kg) 952.00
STEEL AND STEEL ITEM (INCLUDING TRANSPORT
COST)
B0-411 Mild steel (incl. transport) kg 145.00
B0-411A Tor steel (incl. transport) kg 145.00
B0-431 Binding wire (incl. transport) kg 197.00
B0-432 Wire nails m.s.bolts & nuts (incl. transport) kg 175.00
B0-433 Stainless steel 20 mm dia.(for dowels) (incl. transport) L.m 921.00
B0-434 GI pipe 50 mm dia. Heavy duty type L.m 1,684.00
B0-435 M.S. Plate 2mm thick Sq.m 2,648.00

PRECAST CONCRETE ITEMS EX-FACTORY:BASIC

PRICE REINFORCED CONCRETE PIPES & COLLARS

B0-441 Reinforce concrete Pipe dia.(153mm)length(2438 mm) Nr. 3,367.00

B0-441B Reinforce concrete Collar dia.(153mm) Nr. 357.00

B0-442 Reinforce concrete Pipe dia.(229mm)length(2438 mm) Nr. 5,509.00

B0-442B Reinforce concrete Collar dia.(229mm) Nr. 536.00

B0-443 Reinforce concrete Pipe dia.(305mm)length(2438 mm) Nr. 5,715.00

B0-443B Reinforce concrete Collar dia.(305mm) Nr. 749.00

B0-444 Reinforce concrete Pipe dia.(450mm)length(2438 mm) Nr. 8,398.00

B0-444B Reinforce concrete Collar dia.(450mm) Nr. 1,028.00

B0-445 Reinforce concrete Pipe dia.(610mm)length(2438 mm) Nr. 11,811.00

B0-445B Reinforce concrete Collar dia.(610mm) Nr. 1,163.00

B0-446 Reinforce concrete Pipe dia.(914mm)length(1219 mm) Nr. 9,411.00

B0-446A Reinforce concrete Pipe dia.(914mm)length(2438 mm) Nr. 19,215.00

B0-446B Reinforce concrete Collar dia.(914mm) Nr. 1,535.00

B0-447 Reinforce concrete Pipe dia.(1219mm)length(1219 mm) Nr. 14,283.00

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Item No Description Unit Wet Rate 2019

B0-447A Reinforce concrete Pipe dia.(1219mm)length(2438 mm) Nr. 31,710.00

B0-447B Reinforce concrete Collar dia.(1219mm) Nr. 2,244.00

PRECAST CONCRETE ITEMS

B0-448 Standard road kerb 125x250x900 G25 concrete Nr. 760.00

B0-449 Paving slab 450x450x50mm G20 concrete with R/f conc. Nr. 466.00

B0-449A Paving slab 450x450x50mm G20 concrete Nr. 287.00

B0-450 Bridge kerb 915 Nr. 1,740.00

B0-451 Standard uprights for bridges (new design) Nr. 2,247.00

B0-452 Standard Hand rails for bridges (new design) Nr. 2,062.00

B0-453 Coupling pairs for hand rails Pair 600.00

B0-454 Rain water channels 609 mm long Nr. 215.00
B0-455 Cement sand Hollow block16"x8"x4" Nr. 52.00
B0-456 Facia Slab 4'x2' Nr. 2,602.00
B0-457 Guard stones (Standard) Nr. 3,379.00
B0-458 Kilometer Post ( Standard) Nr. 4,642.00
B0-459 Boundary Marker(Standard) Nr. 2,142.00

B0-460 G25 Concrete Paving Block(220mmx110mmx80mm) Nr. 38.00

B0-461 G40 Concrete Paving Block(220mmx110mmx80mm) Nr. 46.00

BLASTING MATERIAL (INCLUDING TRANSPORT
COST)
B0-501 Blasting powder kg 594.00
B0-502 Fuse wire L.m 39.00
B0-503 Steel Jumper kg 414.00
B0-504 Electric detonators Nr. 87.00
B0-505 Dyna cord L.m 52.00
B0-506 Gelignite kg 778.00
B0-507 Ammonium nitrate kg 148.00
B0-508 Ordinary Detonator Nr. 16.00
PAINTS (INCLUDING TRANSPORT COST)
B0-531 Bituminous emulsion paint (CRS-2) liter 80.00
B0-534 Glue kg 366.00
B0-537 Lime - Boiled kg 23.00
B0-541 Enamel paint liter 1,098.00

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Item No Description Unit Wet Rate 2019

B0-542 Paint-anti corrosive liter 652.00

B0-544 Paint-emulsion liter 985.00
B0-545 Rust remover liter 509.00
B0-546 Emulsion for exterior use (weather shield) liter 1,313.00
B0-547 Road marking paints (yellow) liter 764.00
B0-548 Road marking paints (white) liter 672.00

FUEL,OILS & LUBRICANTS

B0-601 Industrial kerosene oil (Colombo) liter 110.00

B0-602 Mould oil (used engine oil) liter 44.00
B0-611 Lubricant (Oil) liter 473.00
B0-612 Auto Diesel (Colombo) liter 101.00
B0-613 Petrol (Colombo) liter 125.00
B0-614 Furnace oil for burners liter 92.00
B0-615 LP Gas Kg 139.00
B0-616 Lubricant (Grease) kg 864.00
MISCELLANEOUS
B0-631 Baskets (with t'port) Nr. 260.00
B0-632 Gunny bags (large) (with t'port) Nr. 60.00
B0-632A Poly sacs (65 kg capacity) (with t'port) Nr. 38.00
B0-633 Cotton waste (with t'port) kg 36.00
B0-634 Salt (with t'port) kg 16.00
B0-635 Empty tar barrels (140 liters) (with t'port) Nr. 91.00

B0-636 P.V.C.Pipe 110 mm dia type 250 PE (with trans.) L.m 374.00

B0-636B P.V.C.Pipe 110 mm dia type 400 PE (with trans.) L.m 624.00

B0-637 P.V.C.Pipe 50 mm dia type 400 PE (with trans.) L.m 204.00

B0-637A P.V.C.Pipe 25 mm dia type 1000 PE (with trans.) L.m 118.00

B0-637B P.V.C.Pipe 90 mm dia type 400 PE (with trans.) L.m 651.00

B0-637C P.V.C.Pipe 90 mm dia type 600 PE (with trans.) L.m 924.00

B0-637D P.V.C.Pipe 160 mm dia type 250 PE (with trans.) L.m 1,206.00

B0-637E P.V.C.Pipe 160 mm dia type 400 PE (with trans.) L.m 1,952.00

B0-637F P.V.C.Pipe 160 mm dia type 600 PE (with trans.) L.m 2,537.00

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Item No Description Unit Wet Rate 2019

B0-637G P.V.C.Pipe 160 mm dia type 1000 PE (with trans.) L.m 3,928.00

B0-638 Hard rubber 12 mm thick x 75 mm wide (with t'port) L.m 1,331.00

Polythene 325 mm dia gauge 300(Approx. 14.0meters/kg)

B0-639 kg 357.00
(Tubular flat width App. 505mm with trans.)

Polythene 230 mm dia gauge 300 (Approx.

B0-639A kg 357.00
19.5meters/kg)(Tubular flat width App. 355mm, with trans.)

Polythene 150 mm dia gauge 300

B0-639B (Approx.28.0meters/kg)(Tubular flat width app.241mm, with kg 357.00
trans.)
B0-640 Aluminium sheet 24 SWG (with t'port) Sq.m 812.00
B0-641 Angle Iron 50x50x6mm (with t'port) L.m 543.00
B0-642 M.S. Plate 12mm thick (with t'port) Sq.m 14,476.00

B0-643 Adhesive (water resistant) kg 1,076.00

B0-644 Emulsifier-stabrium MS-03 kg 500.00

B0-645 Pazzolith (usage: 300ml per 50kg Cement bag) Ltr 143.00

B0-646 Traffic cones Nr. 1,800.00

B0-647 75mm x8 mm Dia Nuts & Bolts Nr. 10.00

B0-648 Saw dust (loose) Cu.m. 128.00

B0-649 Drill Steel Lm 114.00
PIECE RATES & ALLOWANCES
ALLOW FOR:
B0-704 Barricading (small work items ) Item 44.00
Barricading, Lighting, Signaling etc for 100m(Stationary
B0-705 Day 1,785.00
operations)

B0-711 Cement sand & water for jointing hume pipes 152 mm diameter Joint 23.00
Cement sand & water for jointing hume pipes 229 to 610 mm
B0-712 Joint 96.00
diameter
B0-713 Cement sand & water for jointing hume pipes 915 mm diameter Joint 251.00
Cement sand & water for jointing hume pipes 1220 mm
B0-714 Joint 449.00
diameter
B0-715 Coir rope (for scaffolding 93 sq.m area) Item 63.00

B0-716 Coir string for cutting side drains (per 2.83 cu.m) Item 25.00

B0-717 Coir string for for fixing scaffolding (per 93 square meters) Item 156.00

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Item No Description Unit Wet Rate 2019

Minor repairs of parapets with cement sand and water (per 9.29
B0-718 Item 102.00
sq. meters)
Fuel(for loosening road surface for manual breaking, 50mm
B0-720 Item 35.00
depth x 307 sq.m)
B0-723 Fuel Forge etc.(per 2.83 Cu.M. blasting) Item 44.00
B0-732 Ladders (per 93 square meters) Item 138.00
B0-741 Paint (for lettering and numbering items) Item 112.00
B0-746 Pegs (for turfing in 19 sq m area) Item 42.00

B0-751 Sand paper and Cotton waste (per 9.29 sq meters) Item 134.00

B0-752 Sharpening Scarifier Tines ( for 307 sq. meters) Item 46.00

B0-761 Timber planks & Bamboos (for 93 sqm) Item 935.00

Timber posts horizontal etc (for barricading work in 4 linear
B0-762 Item 374.00
meters)
WATER FOR CONCRETING
B0-781 Allow for water for mixing by machine Cu.m. 27.00

B0-782 Allow for water for mixing concrete manually Cu.m. 22.00

WATER FOR COMPACTION & GENERAL USE

B0-784 Allow water for Gravel Compaction Cu.m. 16.00

B0-785 Allow water for Aggregate Compaction Cu.m. 22.00
B0-786 Allow water for moistening road surface Item 65.00

B0-787 Allow for moistening road surface(by bucket &coir rope) Item 27.00

B0-788 Water for general purposes liter 1.15

WHITE WASHING FOR BARRICADING

B0-791 White washing empty barrels (pen grade) Nr. 46.00

White washing timber posts horizontals ETC. (in 4 l.m
B0-792 Item 17.00
barricading)

FOLLOWING MATERIAL PRICES ARE FOR

ESTIMATION ONLY (payments should be based on
approved tender prices)

THERMOPLASTIC ROAD MARKING MATERIALS

(EXCLUDING TRANSPORT & VAT)

B0-800 Thermo plastic road marking material (white) kg 195.00

B0-801 Thermo plastic road marking material (yellow) kg 195.00

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Item No Description Unit Wet Rate 2019

B0-802 Glass Beads kg 195.00

B0-803 Cats eye (Aluminium rd stud, Double sided) Nr. 1,775.00
B0-806 Zebra barricading tape (polythene) Lm 10.00

P.C.C. BEAMS (Wires) EXCLUDING TRANSPORT & VAT

B0-810 P.C.C Beam 3.35m( 11 ft) Nr. RN

B0-812 P.C.C Beam 5.18m( 17 ft) Nr. RN
B0-813 P.C.C Beam 6.09m( 20ft) Nr. RN
B0-814 P.C.C Beam 7.01m( 23ft) Nr. RN
B0-815 P.C.C Beam 9.5m Nr. RN
B0-816 P.C.C Beam 11.5m( 38ft) Nr. RN
B0-818 P.C.C Beam 13.5m( 45ft) Nr. RN
B0-819 P.C.C Beam 16.5m( 55ft) Nr. RN
GABION MESH *(Zinc Coated Gabion Boxes )
EXCLUDING TRANSPORT & VAT)
1 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of gabion
B0-850 Box 4,413.00
weight
2 x 1 x .5 m Gabions inclusive of Coated tie wire @ 5% of
B0-851 Box 5,495.00
gabion weight
1.5 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of
B0-852 Box 5,850.00
gabion weight
2 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of gabion
B0-853 Box 7,395.00
weight
3 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of gabion
B0-854 Box 10,825.00
weight
GABION MESH *(PVC COATED BOXES) EXCLUDING
TRANSPORT & VAT)
1 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of gabion
B0-850A Box 4,925.00
weight
2 x 1 x .5 m Gabions inclusive of Coated tie wire @ 5% of
B0-851A Box 5,975.00
gabion weight
1.5 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of
B0-852A Box 6,398.00
gabion weight
2 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of gabion
B0-853A Box 8,538.00
weight
3 x 1 x 1 m Gabions inclusive of Coated tie wire @ 5% of gabion
B0-854A Box 12,150.00
weight

GEOTEXTILES * EXCLUDING TRANSPORT & VAT

Geotextiles (Nonwoven polypropylene polymer, Tear resistant

B0-860 Sq.m 250.00
>400N and apparent pore size < 200 um)

Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Highway Schedule of Rates - 2019

Summary

Rate Approved
Item No. Description Unit
zero decimals)

SECTION - I
SEE SECTION 23 OF GENERAL NOTES FOR
SECTION OF MODE OF TRANSPORT
Transport of soil 25m to 100 m by any means(including loading and
T1-001 Cu.m 643.00
unloading)
T1-002 Transport 100m to 0.5km by any means(Excluding loading) Cu.m 314.00

T1-003 Transport 0.5km to 1.0km by any means (Excluding loading) Cu.m 336.00
Transport of each subsequent 1km to 8 km by any means (Excluding
T1-003A Cu.m 52.00
loading)
Transport of each subsequent 1km beyond 8km by any means (Excluding
T1-003B Cu.m 35.00
loading)
Transport of material in bulk excluding loading (for distance less than or
T1-006 Cu.m 108.00
equal 3 kilometers)
Transport of material in bulk excluding loading (from 3km upto 10km
T1-007 Distance ) Cu.mkm 36.00

Transport of material in bulk excluding loading ( for distance more than

T1-007A Cu.mkm 31.00
10 km Distance )

T1-009 Transport of premix in bulk, excluding loading other than at mixing plant M.TonKm 23.00
Transport of barrels of bitumen for first 1.0km of transport (Excluding
T1-010 loading and unloading) Nr. 50.00

Transport of barrels of bitumen for each subsequent 1.0km, from 1.0 -

T1-010A 8.0km, (Excluding loading and unloading) Nr. 13.00

Transport of barrels of bitumen for each subsequent 1.0km beyond 8.0km

T1-010B (Excluding loading and unloading) Nr. 9.00

T1-013 loading barrels of bitumen inclusive of rolling upto 25m Nr. 40.00
T1-014 Unloading barrels of bitumen inclusive of Rolling and stacking Nr. 17.00
Transport of hume pipes 152mm diameter for 1st 1.0km of
T1-015 L.m 38.00
transport(Excluding loading and unloading)
Transport of hume pipes 152mm diameter for each subsquent 1.0km,
T1-015A from1.0 - 8.0km of transport(Excluding loading and unloading) L.m 11.00

Transport of hume pipes 152mm diameter for each subsequent 1.0km

T1-015B beyond 8.0km of transport(Excluding loading and unloading) L.m 8.00

Transport of hume pipes 229 mm diameter for first 1.0km of

T1-018 transport(Excluding loading and unloading) L.m 43.00

Transport of hume pipes 229mm diameter for each subsequent 1.0km from
T1-018A 1.0 - 8.0 km of transport(Excluding loading and unloading) L.m 12.00

Transport of hume pipes 229mm diameter for each subsequent 1.0km

T1-018B beyond 8.0km of transport(Excluding loading and unloading) L.m 9.00
Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Transport of hume pipes 305mm diameter for first 1.0km of

T1-021 transport(Excluding loading and unloading) L.m 57.00

Transport of hume pipes 305mm diameter for each subsequent 1.0km,

T1-021A form 1.0 - 8.0 km of Transport(Excluding loading and unloading) L.m 16.00

Transport of hume pipes 305mm diameter for each subsequent 1.0km

T1-021B beyond 8.0km of transport(Excluding loading and unloading) L.m 12.00

Transport of hume pipes 457mm diameter for first 1.0km of

T1-024 L.m 85.00
transport(Excluding loading and unloading)
Transport of hume pipes 457mm diameter for each subsequeent 1.0km
T1-024A from 1.0 - 8.0km of transport(Excluding loading and unloading) L.m 24.00

Transport of hume pipes 457mm diameter for each subsequeent 1.0km

T1-024B beyond 8.0km of transport(Excluding loading and unloading) L.m 17.00

Transport of hume pipes 610mm for first 1.0km of transport(Excluding

T1-027 loading and unloading) L.m 114.00

Transport of hume pipes 610mm diameter for each subsequeent 1.0km

T1-027A from 1.0 - 8.0km of transport(Excluding loading and unloading) L.m 32.00

Transport of hume pipes 610mm diameter for each subsequent 1.0km

T1-027B beyond 8.0km of transport(Excluding loading and unloading) L.m 23.00

Transport of hume pipes 915mm diameter for first 1.0km of

T1-030 transport(Excluding loading and unloading) L.m 170.00

Transport of hume pipes 915mm diameter for each subsequent1.0km, from

T1-030A 1.0 - 8.0km of transport(Excluding loading and unloading) L.m 48.00

Transport of hume pipes 915mm diameter for each subsequent 1.0km

T1-030B beyond 8.0km of transport(Excluding loading and unloading) L.m 35.00

Transport of hume pipes 1220mm diameter for first 1.0km of

T1-033 transport(Excluding loading and unloading) L.m 392.00

Transport of hume pipes 1220mm diameter for each subesquent 1.0km,

T1-033A from 1.0 - 8.0km of transport(Excluding loading and unloading) L.m 148.00

Transport of hume pipes 1220mm diameter for each subsequent 1.0km

T1-033B beyond 8.0km of transport(Excluding loading and unloading) L.m 108.00

T1-036 Loading and unloading 152mm diameter 2.44m long hume pipes Nr. 123.00

T1-037 Loading and unloading 229mm diameter 2.44m long hume pipes Nr. 144.00

T1-038 Loading and unloading 305mm diameter 2.44m long hume pipes Nr. 285.00

T1-039 Loading and unloading 457mm diameter 2.44m long hume pipes Nr. 474.00

T1-040 Loading and unloading 610mm diameter 2.44m long hume pipes Nr. 618.00

T1-041 Loading and unloading 915mm diameter 1.22m long hume pipes Nr. 1,140.00

T1-042 Loading and unloading 1220mm diameter 1.22m long hume pipes Nr. 2,280.00
Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Transport of precast kerb stones (All types) for road works, including
T1-043 loading and unloading L.mKm 2.00

Transport of precast kerb stones for bridge works, including loading and
T1-044 L.mKm 3.00
unloading
Transport of precast concrete hand rails, up rights and joints for bridge
T1-045 works, including loading and unloading L.mKm 4.00

Transport of precast concrete slabs 450x450x50 mm for foot walks,

T1-046 including loading and unloading SqmKm 5.00

Transport of precast concrete standard boundary markers including

T1-047 NrKm 2.00
unloading only
T1-048 Transport of emulsion 100ltr km 4.00

T1-049 Transport of gabion mesh 4x1x1 meters Nr km 1.30

SECTION - II

ROADWAY AND FOUNDATION / TRENCH EXCAVATION

(INCLUDING LOADING , UNLOADING AND TRANSPORTING

WITHIN 25 METRES DISTANCE UNLESS OTHERWISE
SPECIFIED)
FOR ROADWAY CONSTRUCTIONS INVOLVING MORE THAN
NOTE 300CU.M. MACHINE RATES SHOULD BE ADOPTED.

E1-001 Excavation in Loose soil(Dry)[SSCM 301.2(iv)] Cu.m 862.00

E1-002 Excavation in Loose soil (Wet) in slips [SSCM 301.3(0)] Cu.m 1,069.00

E1-003 Excavation in ordinary soil (Cutting measurement)[SSCM 301.2(v)] Cu.m 1,275.00

E1-004 Excavation in ordinary soil[Vehicle measurement][SSCM 301.2(v)] Cu.m 1,148.00

E1-005 Excavation in medium soil (Cutting measurement)[SSCM 301.2(vi)] Cu.m 1,688.00

E1-006 Excavation in medium soil (Vehicle measurement) [SSCM 301.2(vii)] Cu.m 1,435.00

E1-007 Excavation in hard soil (Cutting measurement)[SSCM 301.2(vii)] Cu.m 2,514.00

E1-008 Excavation in hard soil (Vehicle measurement) [SSCM 301.2(vii)] Cu.m 2,137.00
Excavation in unclassified soil(Cutting measurement)[SSCM 301.2 a(1)]
E1-009 Cu.m 1,826.00
SEE CODE NOS. FROM E1-027 FOR ROADWAY EXCAVATION
NOTE USING MACHINERY

E1-010 Excavation in soft rock (Cutting measurement)[SSCM 301.2(vii)] Cu.m 2,720.00

Excavation in mud\marshy material (Cutting measurement) [SSCM
E1-010A 301.2(vii)] Cu.m 2,101.00

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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Excavation pit\trench for foundation in ordinary soil not Exceeding 1.5m

deep, including Levelling and ramming bottom, Exc.material Deposited
E1-011 within 25m or as Directed. (Shoring dewatering if necessary shall be paid Cu.m 1,688.00
seperaely) [SSCM 301.1-.3]

SEE GENERAL NOTES 24(2) FOR DETAILS REGARDING

NOTE ADDITIONAL EXCAVATION REQUIRED FOR WORKING
SPACE.
Excavation pit\trench in foundation in medium soil not exceeding 1.5m
deep, including levelling and ramming bottom, exc.material Deposited
E1-012 within 25m or as Directed. (Shoring, Dewatering if necessary shall be Cu.m 2,101.00
paid)[SSCM 301.1-.3]

Excavation pit\trench in foundation in hard soil not exceeding 1.5m deep,

including levelling and ramming bottom, exc.material Deposited within
E1-013 25m or as Directed. (Shoring, Dewatering if necessary shall be Cu.m 2,927.00
paid)[SSCM

Excavation pit\trench in foundation in unclassified soil not exceeding

1.5m deep, including Levelling and ramming bottom, exc.material
E1-014 Cu.m 2,239.00
Deposited within 25m or as Directed.[SSCM

Excavation pit\trench in foundation in mud/marsh not Exceeding 1.5m

E1-015 deep, including Levelling and ramming bottom, Exc.material Deposited Cu.m 2,514.00
within 25m or as Directed.[SSCM

E1-019 Excavation soft rock not exceeding 1.5m depth[SSCM 301.2(ii)] Cu.m 3,340.00
EXCAVATION ROCK FOR FOUNDATION TO BE PAID ON
NOTE S.S.R.

E1-021 Piling available soil Cu.m 206.00

E1-022 Loading available soil to a tractor or equivalent Cu.m 273.00
Excavating rock requiring blasting, for roadway for boulders, excluding
E1-023 Dozing away[SSCM 301.2(iii) & 306.1-306.4] Cu.m 1,053.00

E1-024 Boulders, sledging piling etc Cu.m 3,846.00

E1-025 Rock requiring blasting Cu.m 3,102.00

E1-026 Rock requiring blasting and piling (Bank measurement) Cu.m 4,341.00
Roadway excavation in unclassified soil using machinery excluding
E1-027 Cu.m 260.00
loading and piling (Cutting measurement)
Loading materials by machinery in roadway excavations (Cutting
E1-028 measurement) Cu.m 159.00

E1-029 Trimming / cambering by motor grader (Cutting measuremet) Cu.m 65.00

E1-029A Trimming / cambering by motor grader (Cutting measurement) Sq.m 13.00

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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SECTION - III

AGGREGATE / RUBBLE PILING (INCLUDING LOADING)

A1-001 Sledging available rock 150-225mm rubble including piling and loading Cu.m 3,064.00
THE RATES FOR ITEMS STARTING FROM NO.A1-002 TO A1-
016 INCLUDED A 16KM AVERAGE TRANSPORT DISTANCE
FROM THE SOURCE AND ALSO UNLOADING AND PILING. IF
THE TRANSPORT DISTANCE EXCEEDS 16KM , ADDITIONAL
MIELLAGE OVER AND ABOVE TO BE COMPUTED AS PER
RATE GIVEN FOR ITEM T1-007A AND ADDED.THE METAL
PRICES OBTAINED FROM THE ANALYSIS WERE CROSS-
CHECKED WITH THE EX-QUARRY PRICES AND DECIDED AS
A AVERAGE REPRESENTATIVE SIGURE FOR ESTIMATE
PURPOSES.

A1-002 Blasting etc and piling 150-225mm rubble including loading Cu.m 4,341.00
Blasting sledging etc. and piling 150-225mm rubble using compressor and
A1-002A hand held drills including loading Cu.m 2,732.00

A1-003 Blasting etc. and piling 100mm aggregate including loading Cu.m 1,435.00

A1-004 Blasting etc and piling 75mm aggregate including loading Cu.m 1,654.00

A1-005 Blasting etc and piling 50mm aggregate including loading Cu.m 1,512.00
50 mm aggregate, single size crusher production including piling and
A1-009 loading[SSCM 404.1-406.1 : table 1701-4 Cu.m 2,969.00

37.5 mm aggregate, single size crusher production including piling and

A1-010 loading[SSCM 404.1-406.1 : table 1701-4 Cu.m 2,969.00

19 mm aggregate, single size crusher production including piling and

A1-011 loading[SSCM 404.1-406.1 ] Cu.m 3,011.00

12.5 mm aggragate, single size crusher production including piling and

A1-012 loading for 1.0 Cu.m Cu.m 3,287.00

PLANT PRODUCED AGGREGATE DENSE GRADED

AGGREGATE BASE COURSE
Aggregate 37.5 mm Down graded (SSCM-table 1701.5 ) including piling
A1-013 and loading Cu.m 2,880.00

A1-014 Crusher fines 6.3 mm down, including piling and loading for 1.0 cu.m Cu.m 3,180.00
Aggregate 19 mm for seal coat treatments as per SSCM table 1701-8,
A1-015 including piling and loading Cu.m 3,558.00

Aggregate 12.5 mm for seal coat treatments as per SSCM table 1701-8,
A1-016 including piling and loading Cu.m 3,515.00

Blended aggregate for rectification overlay, with 37.5 mm single size

A1-017 aggregate and 19mm &12.5 mm crushed aggregated mixed in the volume Cu.m 3,138.00
ratio of 7:2:1: including mix. & loading(piling to pay separatly)
Issue No.01
A1-018 Piling available aggregate Cu.m 228.00
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

A1-019 Piling available rubble Cu.m 456.00

A1-020 Loading available aggregate / rubble Cu.m 413.00
SECTION - IV

APPROVED EARTH FILLING & COMPACTION

NOTE RATES FOR BORROW EARTH SUPPLY GIVEN UNDER ITEM
CODES EW1-001 & EW1-011 IN THIS SHEDULE IS BASED ON
MANUAL EXCAVATION AND INTENDED FOR SMALL WORKS
INVOLVING LESS THAN 300 CU.M. IN THE CASE OF BORROW
EARTH SUPPLY EXCEEDS 300 CU.M. (FOR THE WHOLE
PROJECT), RATES BASED ON MACHINE EXCAVATION AS
PER BO-201,BO-202,EW1-013 OR EW1-014 SHALL BE ADOPTED.
FOR ANY DEVIATIONS THE PROCUREMENT PROCEDURE
GIVEN IN GENERAL NOTES , SHALL BE FOLLOWED.

Approved soil (Type i & ii materials) excavation for bases & shoulder
EW-001 construction including loading and piling (Loose volume)[SSCM 601.1 to Cu.m 2,428.00
601.4]

EW-002 Spreading piled approved soil (Loose volume) Cu.m 289.00

Approved soil spread & rolled including roller hire charges, fuel &
EW-003 watering (loose volume) [SSCM 601.1 - 4] (including roller hire) Cu.m 529.00

*SEE GENERAL NOTES SECTION 26.4 FOR RATE ON

COMPACTED VOLUME.
THE ITEMS EW1-003 OR EW1-004 ON MANUAL SPREADING
SHOULD BE ADOPTED FOR SMALL WORKS ONLY. WHEN
NOTE MACHINERY IS USED FOR SPREADING AND COMPACTION,
EW1-003A SHALL BE ADOPTED.
Approved soil spread & rolled using machinery including motor grader &
EW-003A roller hire charges, fuel & watering (Loose volume)[SSCM 601.1 - 4] Cu.m 315.00
(including roller hire )
SEE GENERAL NOTES SECTION 26.4 FOR RATE ON
COMPACTED VOLUME.
Approved soil spread & rolled in strips where average width is less than
1.2 metres for road widening including roller hire charges, fuel & watering
EW-004 (Loose volume)[SSCM 601.1 - 4] Cu.m 620.00
(including roller hire )
SEE GENERAL NOTES SECTION 26.4 FOR RATE ON
COMPACTED VOLUME.
Approved soil spread & compacted in places behind abutments and
structures, shoulders above sub bases level and service line trenches,using
EW-006 1/2 to 1 ton vibrating roller including watering (Loose volume)[SSCM Cu.m 682.00
601.1 - 4]

Issue No.01
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Rate Approved
Item No. Description Unit
zero decimals)

SEE GENERAL NOTES SECTION 26.4 FOR RATE ON

COMPACTED VOLUME.
Approved soil spread & compacted in 150 to 225 mm thick layers using
EW-007 machine rammer at narrow places (Loose volume) Cu.m 721.00

Spreading , levelling and compacting manually using standard cast iron

EW-008 stamper or equivalent and filling in 150-225 mm thick layers (Loose Cu.m 929.00
volume)
Trimming , levelling and compaction of original ground/subgrade to 100
EW-009 % STD Density [SSCM 304.3(c)] Sq.m 115.00
(including roller hire)
Trimming , levelling and compaction of original ground/subgrade to 95 %
EW-010 STD Density [SSCM 304.3(c)] Sq.m 105.00
(including roller hire)
Approved soil excavation for embankment filling including loading and
EW-011 piling (Loose volume)[SSCM 601.1 to 601.4] Cu.m 1,726.00

Approved soil (Type i & ii materials) excavation using machinery for

EW-013 bases & shoulder construction including loading and piling(Loose Cu.m 1,301.00
volume)[SSCM 601.1 - 4]

Approved soil (Type i & ii ) excavation using machinery for embankment

EW-014 filling including loading and piling(Loose volume)[SSCM 601.1 - 4] Cu.m 941.00

EW-015 Grading and spreading by motor grader Cu.m 122.00

SECTION - V

RUBBLE PITCHING / PAVING (RUBBLE TO BE PAID

SEPERATELY)
P1-001 Pitched paving 225 mm thick Sq.m 556.00
P1-002 Pitched paving 150 mm thick Sq.m 417.00
P1-003 Flat paving 225 mm thick Sq.m 370.00
P1-004 Flat paving 150 mm thick Sq.m 278.00
SECTION - VI

AGGREGATE SPREADING AND COMPACTION

COST OF WATERING TO BE DIDUCT FROM RATE IF NOT
CARRIED OUT UNDER THE RELEVENT ITEMS
NOTE -: COST OF AGGREGATE SUPPLY AND TRANSPORT
NOT INCLUDED IN THE RATES FOR ITEMS M1-001, M1-004,
M1-007, M1-008 AND M1-009
Spreading , watering & rolling 100 mm aggregate including hire charges
M1-001 of roller(Loose volume) [SSCM 304.3(d),(e)] Cu.m 1,197.00

Braking road surface to 50 mm Depth by hand , screen & replace old

M1-002 aggregate Sq.m 152.00

Scarifying road surface to 50 mm Depth by roller, screen, & replace old

M1-003 aggregate. (including roller hire) Sq.m 108.00
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Rate Approved
Item No. Description Unit
zero decimals)

Spreading & compaction 50-19 mm new aggregate by roller including

M1-004 watering hire, etc. (loose volume) [SSCM 403.3(c)] Cu.m 1,856.00
(Including roller hire)
Breaking 50 mm additional Depth by hand screening & replacing old
M1-005 aggregate Sq.m 91.00

Scarifying 50 mm additional Depth with roller, Screening & replacing old

M1-006 Sq.m 85.00
aggregate (including hire charges)
Spreading watering & compacting 50-19 mm aggregate in edge correction
M1-007 using roller including hire, etc. (loose volume ) [SSCM 1103.3] (including Cu.m 2,207.00
hire charges)

Spreading watering & compacting 50-19 mm aggregate in strip correction

M1-008 using roller including hire ,etc (loose volume) [SSCM 1103.3] (including Cu.m 1,828.00
hire charges)
Spreading & compacting 50-19 mm aggregate by 8-10 ton roller after
M1-009 applying track coat in overlay (loose volume) (Tack coat paid separately) Cu.m 1,671.00
(including hire charges)
Water bound macadam spreading water & comp 50-25 mm aggregate &
filling the voids to refusal with crusher fines by watering & rolling to form
M1-010 a water bound macadam base .(loose volume (SSCM 404.1) Cu.m 6,582.00
(including hire charges)
Dry bound macadam spread, water & comp. 50-25 mm aggregate &
filling voids to refusal with crusher fines by rolling with vibrating roller
M1-011 to form a Dry bound macadam base (Loose volume) [404] (including hire Cu.m 6,307.00
charges)

Dense graded agg. base (Agg. base course) spreading water and comp.
M1-012A graded 37.5 mm agg to form a Dense agg. base using machinery including Cu.m 3,490.00
motor grader & roller hire charges. (Loose volume)

Dense graded agg.base [ABC], spreading watering and Compacting

graded 37.5mm aggregate to form a Dense aggregate base in strips, avg
M1-013 width not exeeding 1.2m for road widening (Loose volume)[SSCM 405.1 - Cu.m 4,686.00
.4](including hire charges)

THIS ITEM M1-013 ON MANUAL LABOUR SHOULD BE

ADOPTED FOR SMALL WORKS (upto 50 Cu.m) ONLY. WHEN
NOTE MACHINERY IS USE FOR SREADING AND COMPACTION, M1-
012A / M1-013A SHALL BE ADOPTED DEPENDING ON THE
SITUATION.
Graded 37.5 ABC material spread and rolled in strips, average width not
exceeding 1.2m using machinery incl motor graders and roller hire charges
M1-013A Cu.m 3,566.00
fuel and watering(Loose vol)[SSCM 405.1-.4] (including hire charges)

*FOR THE RATE ON COMPACTED VOLUME , INCREASE THE

LOOSE VOLUME RATE BY 42%. IF MEASUREMENT IS ON
END PROJECT, PILING COST OF AGGREGATE AS PER A1-018
SHALL BE DEDUCTED.

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Rate Approved
Item No. Description Unit
zero decimals)

SECTION - VII

ROAD SURFACE TREATMENT

(SAND TRANSPORT UP TO 16 KM INCLUDED IN THE RATES)
TRANSPORT OF BITUMEN TO BE PAID SEPERATELY

Bitumen surface 1st coat using 2ltr/sq.m including blinding with sand @
S1-001 the rate of 125 sq.m/cu.m[SSCM 503.1] (including cost of bitumen) Sq.m 329.00

Bitumen surfacing 1st coat using 2ltr/sq.m including blinding with gravel
S1-002 where sand is not available within 16km.(including cost of bitumen) Sq.m 302.00

Double bituminous surface treatment with hot bitumen(Manual) including

S1-003 internal transport(Binder and aggregate paid separately)[SSCM 505.1-.5 Sq.m 279.00
and table 505.1] including roller hire)

Single bituminous Surface treatment with hot bitumen (Manual, including

S1-004 internal transport)(binder and aggregate paid separately)[SSCM 505.1-.5 Sq.m 147.00
and table 505.1] (including roller hire))
Double bituminous surface treatment with emulsion (CRS-1) (Manual
S1-005 including internal transport)(Binder and aggregate paid separately) Sq.m 276.00
(including roller hire))
Single bituminous surface treatment with emulsion (CRS-1) (manual
S1-006 including internal transport)(Binder and aggregate paid separately) Sq.m 144.00
(including roller hire)

Bitumen surfacing subsequent coat using 0.75ltr/sq.m including blinding

S1-007 with sand @ 125 sq.m/cu.m [SSCM 503.1(b)] (including cost of Sq.m 175.00
bitumen)
Bitumen surfacing 2nd/subsequent coat using 1.0ltr/sq.m including
S1-008 blinding with sand @ rate of 125 sq.m/cu.m (New work) [SSCM 503.1(b)] Sq.m 201.00
(including cost of bitumen)
Bitumen surfacing subsequent coat using 0.75ltr/sq.m including blinding
S1-009 with gravel free of clay where sand is not available within 16 km [SSCM Sq.m 148.00
503.1(b)] (including cost of bitumen)
Bitumen surfacing 2nd/subsequent coat using 1.0ltr/sq.m including
S1-010 blinding with gravel free of clay where sand is not available within 16 km Sq.m 173.00
(New work) [SSCM 503.4(c)] (including cost of bitumen)
Emulsion/cold bitumen(CRS-1) surface treatment 1 st coat with 3.5
S1-011 ltr/sq.m including blinding with sand, @ 125 sq.m/cu.m (manual)(incld Sq.m 412.00
cost of emulsion)
Emulsion/cold bitumen(CRS-1) surface treatment 1st coat with 3.5
S1-012 ltr/sq.m(using trolly,emulsion) including blinding with sand, @ 125 Sq.m 391.00
sq.m/cu.m(incld cost of emulsion)
Emulsion/cold bitumen(CRS-1) surface treatment subsequent Coat with
S1-013 .75 ltr/sq.m including blinding with sand, @ 125 sq.m/Cu.m Sq.m 140.00
(Manual)(incld cost of emulsion)

Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Emulsion/Cold bitumen(CRS-1) surface treatment subsequent coat with

S1-014 .75 ltr/sq.m (using trolley, emulsion) including blinding with sand, @ 125 Sq.m 133.00
sq.m/cu.m(incld cost of emulsion)
Tack coat using emulsion (CRS-1) @ the rate of 0.5 ltr/Sq.m inclusive of
S1-015 brushing, cleaning road surface and cost of emulsion (manual) [SSCM Sq.m 67.00
502.3]
Tack coat using emulsion (CRS-1) @ the rate of 0.5 ltr/sq.m(incld cost of
S1-015A Sq.m 59.00
emulsion)
S1-015B Brushing and cleaning road surface for tack coat Sq.m 8.00
Tack coat using emulsion (CRS-1) @ the rate of 0.5 ltr/sq.m inclusive of
S1-016 brushing, cleaning road surface and cost of emulsion (Manual) [SSCM Ltr 134.00
502.3]
Tack coat using emulsion (CRS-1) @ the rate of 0.75 ltr/sq.m inclusive of
S1-017 brushing, cleaning road surface and cost of emulsion (Manual) [SSCM Sq.m 90.00
502.1-503.3] (including cost of emulsion)
Tack coat with 30% cut back bitumen using 0.5 ltr/sq.m including
S1-018 brushing and cleaning road surface (Manual) )(including cost of bitumen) Sq.m 100.00

Tack coat with 30% cut back bitumen using 0.5 ltr/sq.m Excluding
S1-018A brushing and cleaning road surface (Manual) Sq.m 56.00
data for 372 sq.m tack coat (part1) (Excluding cost of bitumen)
Tack coat with 30% cut back bitumen(80/100) using 0.5 ltr/sq.m including
S1-019 brushing and cleaning road surface (Manual) (Excluding cost of bitumen) Ltr 200.00

Tack coat with 30% cut back bitumen using 0.75 ltr/sq.m including
S1-020 brushing and cleaning road surface (Manual) [SSCM 503.4(d)](including Sq.m 128.00
cost of bitumen)

Rolling over blinding material spread over subsequent bitumen surfacing

S1-021 using diesel roller (8-10 Tones) [SSCM 503.4(d)] Sq.m 13.00

Prime coat with emulsion/cold bitumen(CSS-1) using 1 ltr/sq.m including

S1-022 blinding with sand at the rate of 250 sq.m/cu.m and brushing cleaning and Sq.m 146.00
moistening road surface : (including cost of emulsion)
Prime coat with emulsion/cold bitumen(CSS-1) using 1 ltr/sq.m including
S1-022A blinding with sand at the rate of 250 sq.m/cu.m(including cost of Sq.m 138.00
emulsion)

S1-022B Brushing, cleaning and moistening road surface(Manual) Sq.m 8.00

Prime coat with emulsion/cold bitumen(CSS-1) using 1 ltr/sq.m without
S1-023 blinding, but inclusive of brushing, cleaning and moistning road Sq.m 115.00
surface(including cost of emulsion)
Prime coat with 30% cut back bitumen using 1 ltr/ sq.m including blinding
S1-024 with sand at the rate of 250 sq.m/cu.m and brushing, cleaning and Sq.m 189.00
mostening road surface (including cost of bitumen)
Issue No.01
Page 10 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Prime coat with 30% cut back bitumen using 1 ltr/ sq.m without blinding
S1-025 but inclusive brushing, cleaning and mostening road surface (including Sq.m 157.00
cost of bitumen)

S1-026 Sweeping over tarred surface to arrest bleeding. Sq.m 6.00

Application of asphalt emulsion for surface treatment using CRS-1 (using
S1-027 plant) "rate per litre"(including cost of emulsion) litre 105.00

Blinding the bitumen surfacing with sand at the rate of 125 sq.m1 cu.m
S1-028 using material from stock pile Sq.m 63.00

Single bituminous surface treatment with emulsion (CRS2) using

S1-029 plant.(Binder and aggregate paid separately) (Rate to include transport Sq.m 89.00
cost of aggregate up to 16kms) [SSCM 505(b).

Double bituminous surface treatment with emulsion(CRS-2) using

S1-030 plant.(Binder and aggregate paid separately) (Rate of including transport Sq.m 182.00
cost of aggregate up to 16 kms) [SSCM 505.5(e)]

Double bituminious surface treatment with hot bitumen(80/100) using

19mm and 12.5mm single size selected aggregates on existing bituminous
surface using plant. Rate to include all labour, material, plant and
S1-030A transport cost of aggregate up to 16Km.(Transport of Binder and Sq.m 495.00
Additional transport of aggregate to be paid separately)[SSCM505.5(e)]:

Double bituminious surface treatment with hot bitumen(80/100) using

19mm and 9.5mm single size selected aggregates on existing bituminous
surface using plant. Rate to include all labour, material, plant and
S1-030B transport cost of aggregate up to 16Km.(Transport of Binder and Sq.m 477.00
Additional transport of aggregate to be paid separately)[SSCM505.5(e)]:

Suupply, lay & compact asphalt concrete (19mm, binder(60/70) 6%mix) -

Dense(Plant made) in wearing surface of small worksuch as bridge
S1-031 Decking, reinstatement of trenches etc.(transport of premix to be paid M.ton 13,631.00
separately)[SSCM 506] (including roller hire)

Suply,lay, comp. asp. bound premix(37.5mm, binder(80/100) 3.53%mix -

Dense base mat(Plant made) in small works( bridge Decking,
S1-032 reinstatement of trenches )(Trans of agg. for premix & Tra. of pr to be M.ton 12,550.00
paid separately)[SSCM 506](including roller hire)

Supply, lay & compt. asplt conc. cold mix(19mm 20% cutback with
binder( 80/100)5.5%mix) dense plant made in small wrks. suc. as brdg.
S1-033 decking reinst. of treches(trnspt.of agg.for premix and trnspt.of premix to M.ton 14,908.00
be paid septly(SSCM 506)(including roller hire)

Sply.lay & compt. asplt contrt. cold mixwith emul css.1(6.67% wt of agg.
19mm dense plant made) in small wrks. suc. as brdg. decking
S1-033A reinstatement of trenches etc(trnspt.of agg.for premix and trnspt.of premix M.ton 3,083.00
to be paid septly.(SSCM 506)(including roller hire)

Issue No.01
Page 11 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

AVERAGE 0.6270 CU.M. OF AGGREGATE REQUIRED FOR 1.0

NOTE
M.TON OF PREMIX (ALL TYPES)
Lay and compact asphalt premix using paver (Cost of premix, aggregate
S1-034 transport and premix transport to site paid separately) M.ton 1,813.00

Bitumen surfacing (Sand sealing -manl) using emulsion (CRS 1) @ 1 ltr.

/sq.m including preparing surface, blinding with sand @ 4 cu.m/500 sq.m
S1-035 & pressing with hand rollers.(patching pot holes if necsry & externel Sq.m 168.00
transport to pay sep.(including cost of emulsion)

Patching minor pot holes using sand emulsion mix 1:8 where necessary,
S1-035A prior to sand sealing. Incld cost of emulsion Sq.m 26.00

Sand sealing with emulsion CRS-1 at the rate of 1ltr,sq.m using

plant.incd.brushing,cleaning, blinding. with sand@ 125 sq.mand rolng.
S1-036 with pneumtc. roller & internel trnsport.[SSCM 504](including roller hire) Sq.m 187.00

THE ABOVE RATES IS APPLICABLE FOR PAYMENT ONLY IF

CHIP SPREADER (SELF PROPELLED) AND PNEUMATIC
NOTE ROLLER ARE USED FOR THE CONSTRUCTION. OTHERWISE
APPROVED SSR SHOULD BE ADOPTED.

Reconstruct base with penetration macadam using nominal size 50mm

aggregate and 19mm key aggregate from stock piles, to accomplish 75mm
S1-037 on existing pavements[SSCM 406] (Binder, aggregate, transport paid Sq.m 207.00
separately)
Reconstruct base with penetration macadam using nominal size 37.5 mm
aggregate and 12.5 mm key aggregate from stock piles , to a compacted
S1-038 thickness of 55mm on existing pavements [SSCM 406] cost of aggregate Sq.m 146.00
including transport to be paid separately

Correction of Corrugations, Depressions and Cambering road surfaces

using asphalt Concrete compacted by vibrating roller including internal
S1-039 transport (application of tack coat and supply of asphalt concrete to be M.ton 2,862.00
paid separately)

Sand sealing with emul CRS-2 at the rate of .8 ltr/sq.m using plant ,&
blinding with sand at rate 125sq.m/cu.m on D.B.S.T./S.B.S.T. (Triple
S1-040 seal) incl. internal trport (SSCM 504) binder trnport to site to pay Sq.m 187.00
separately (including cost of emulsion & roller hire)

THIS ITEM SHOULD BE USED ONLY FOR SEALING ON ROAD

SURFACE AFTER D.B.S.T./S.B.S.T. WORK AND USE OF
PNEUMATIC ROLLER IS ESSENTIAL. IF EMULSION AND/OR
NOTE THE RATE OF APPLICATION OR THE METHOD OF SAND
SPREADING TO BE CHANGED , S.S.R. SHALL BE PREPARED
AND APPROVED.
Slurry sealing to a thickness of 6mm using machinery with modified
emulsion (using CSS -1) as the binder (Including cost of emulsion,
S1-041 Sq.m 173.00
transport of aggregate to pay seperately)
Issue No.01
Page 12 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SECTION - VIII

ROAD SURFACE MAINTAIN

INTERNAL TRANSPORT OF HOT BITUMEN UP TO 16 KM AND

SAND TRANSPORT UP TO 16 KM INCLUDING IN THE RATES

Patching with hot bitumen(80/100) using 14 litres per 1/2 km(SSCM

MN-001 1/2 K.m 4,050.00
1102.1-3)

MN-002 Patching with hot bitumen using 21 ltrs. per 1/2 k.m. 1/2 K.m 6,075.00

MN-003 Patching with hot bitumen using 28 ltrs. per 1/2 k.m. 1/2 K.m 8,100.00

MN-004 Patching with hot bitumen using 35 ltrs. per 1/2 k.m. 1/2 K.m 10,125.00

MN-005 Patching with hot bitumen using 42 ltrs. per 1/2 k.m. 1/2 K.m 12,151.00

MN-006 Patching with hot bitumen using 49 ltrs. per 1/2 k.m. 1/2 K.m 14,176.00

MN-007 Patching with hot bitumen using 56 ltrs. per 1/2 k.m. 1/2 K.m 16,201.00

MN-008 Extensive Patching for every additional 7 ltrs. hot bitumen 1/2 K.m 2,025.00

MN-009 Patching with cold bitumen (CRS-1) using 14 ltrs per 1/2 k.m. 1/2 K.m 2,893.00

MN-010 Patching with cold bitumen (CRS-1) using 21 ltrs. per 1/2 k.m. 1/2 K.m 4,339.00

MN-011 Patching with cold bitumen (CRS-1) using 28 ltrs. per 1/2 k.m. 1/2 K.m 5,785.00

MN-012 Patching with cold bitumen (CRS-1) using 35 ltrs. per 1/2 k.m. 1/2 K.m 7,231.00

MN-013 Patching with cold bitumen (CRS-1) using 42 ltrs. per 1/2 k.m. 1/2 K.m 8,678.00

MN-014 Patching with cold bitumen (CRS-1) using 49 ltrs. per 1/2 k.m. 1/2 K.m 10,124.00

MN-015 Patching with cold bitumen (CRS-1) using 56 ltrs. per 1/2 k.m. 1/2 K.m 11,570.00

MN-016 Extensive patching for every additional 7 ltrs. cold bitumen, CRS-1: 1/2 K.m 1,446.00

MN-017 50 mm-19mm aggregate roller patching(including roller hire) Cu.m 5,563.00

MN-018 50 mm - 19mm aggregate stamped patching Cu.m 7,160.00

Issue No.01
Page 13 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SECTION - IX

SIDES AND DRAINAGE

(RATE TO INCLUDE SPREADING THE RESULTING
MATERIALS SUITABLY IN THE VICINITY UNLESS
OTHERWISE DIRECTED.)

DR-001 Cutting new side Drains in ord. soil Cu.m 1,166.00

DR-002 Cutting new side Drains in Med. soil Cu.m 1,623.00
DR-003 Cutting new side Drains in hard soil Cu.m 2,079.00
DR-004 Cutting new side Drains in soft soil Cu.m 2,307.00
DR-005 Cutting new side Drains in unclassified soil Cu.m 1,623.00
Cutting side drains of std. Dimensions in unclassified soil using machine
DR-005A (Back hoe J.C.B) including shipping trimming and levelling bottom Cu.m 782.00
manually

DR-006 Cutting new side Drains in rock Cu.m 3,981.00

Turfing (Excluding royalty, transport and watering maintenance) [SSCM
DR-007 802.3 (a)] Sq.m 251.00

Watering and maintaining turf for Three months including transport of

DR-008 Sq.m 308.00
water
DR-009 Levelling & trimming earth Sq.m 33.00

DR-010 Clearing silt etc. from kerbs & channels (SSCM 12053) L.m 20.00
Cutting scupper Drains on any soil other than rock to and average width
DR-011 of 0.75 m with proper gradient and ave. Depth of 100 mm (SSCM 1304.3) L.m 146.00

DR-012 Clearing and Desilting of culverts (SSCM 1303.3) No 407.00

DR-013 Clearing choked culverts (With head room > 1m.) Cu.m 1,688.00
Cleaning desilting existing side drains and lead up drains to proper shape
DR-014 and gradient and transport of excavated materials from road side up to L.m 50.00
100m

DR-015 Clearing inlets and outlets of culverts No 366.00

SECTION -X
BRIDGES AND STRUCTURES
Demolishing Dry coursed masonry including stacking or loading ,(SSCM
ST-001 202.2) Cu.m 5,042.00

Demolishing coursed masonry in cement mortar including stacking or

ST-002 loading Cu.m 5,867.00

Demolishing random rubble masonry in cement mortar including stacking

ST-003 or loading Cu.m 2,651.00

Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Random rubble masonry, 150-225 mm rubble in approved cement & sand

ST-004 mortar 1:6 (Including transport of rubble & Excluding piling) [SSCM Cu.m 14,878.00
1006.3]
Random rubble masonry, 150-225 mm rubble in approved cement & sand
ST-005 mortar 1:5 (Including transport of rubble & Excluding piling) [SSCM Cu.m 15,284.00
1006.3]
Random rubble masonry, in approved cement & sand mortar 1:6 with
ST-006 available rubble 150-225mm Cu.m 12,991.00

Random rubble masonry in approved cement & sand mortar 1:5 with
ST-007 available rubble 150-225 mm. Cu.m 13,397.00

ST-008 Dry masonry with available heavy rubble or boulders(SSCM 1006.3) Cu.m 7,171.00
Dry masonry with rubble 150-225 mm (Including transport of rubble &
ST-009 Cu.m 7,454.00
Excluding piling)

ST-010 Dry masonry with available bubble 150-225mm Cu.m 5,737.00

Packing available rubble and aggregate filter layers behind masonry walls.
ST-011 Cu.m 1,482.00

Clay puddled & laid behind masonry walls (Excluding transport of clay)
ST-012 [SSCM 705.3] Cu.m 2,999.00

Grouting coursed stone masonry joints with approved cement & sand
ST-013 mortar 1:3 (SSCM 804.2(C)) Sq.m 570.00

Grouting rubble paving with concrete class C, 1:2:4(19 mm) (Excluding

ST-014 transport of aggr. for concrete & piling) Cu.m 2,720.00

ST-015 Grouting rubble paving with approved cement & sand mortar (1:3) Sq.m 926.00
Forming weep holes in masonry construction (Labour only)[SSCM 706.3]
ST-016 Nr. 492.00

Forming weep holes using PVC pipes of internal diameter. not less than
ST-017 100mm complete with Drip ledge and surround finish smooth. L.m 758.00

ST-018 Shoring with 37.5 mm thick class II timber planks up to 3 m Depth Sq.m 1,131.00

ST-019 Supplying & fixing class II timber struts etc. for shoring up to 3m Depth Cu.dm 100.00
Supplying and fixing class II timber in shoring up to 3m Depth
ST-020 (Rate per area basis) Sq.m 1,380.00

ST-021 Lifting soil for every 1.5 m beyond the initial 1.5m Cu.m lift 826.00

ST-022 Lifting wedge stones for every 1.5 m beyond the initial 1.5m Cu.m lift 2,477.00

ST-023 Lifting rubble or concrete every 1.5 m beyond the initial 1.5m Cu.m lift 1,239.00

Lowering wedged stones every 1.5m beyond the initial 1.5 m beyond the
ST-024 initial 1.5 m Cu.m lwr 1,652.00
Issue No.01
Page 15 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

ST-025 Lowering rubble or concrete every 1.5m beyond the initial 1.5 m Cu.m lwr 826.00

ST-026 Rendering 12.5 mm thick in cement sand mortar 1:2 mix (Rough) Sq.m 921.00
Rendering 12.5 mm thick in cement sand mortar 1:2 mix (Smooth finish)
ST-027 Sq.m 1,048.00

ST-028 Rendering 19 mm thick in cement sand mortar 1:2 mix (Rough) Sq.m 1,281.00

ST-029 Rendering 19 mm thick in cement sand mortar 1:2 mix (Smooth finish) Sq.m 1,408.00

ST-030 Rendering 12.5 mm thick in cement sand mortar 1:3 mix (Rough) Sq.m 906.00

ST-031 Rendering 12.5mm thick in cement sand mortar 1:3 mix (Smooth finish) Sq.m 1,044.00

ST-032 Rendering 19 mm thick in cement sand mortar 1:3 mix (Rough) Sq.m 1,261.00

ST-033 Rendering 19mm thick in cement sand mortar 1:3 mix (Smooth finish) Sq.m 1,387.00

Mixing & laying manually, cement concrete 1:4:8 (50 mm) (Volume
ST-034 batching) using crusher run aggregate ( Incl. transport of aggregate & Cu.m 16,827.00
Excl.piling) [SSCM 1001.4]
Mixing & laying using concrete mixer,cement concrete 1:4:8 (50 mm)
ST-035 (Volume batching) using crusher run aggregate ( Incl. transport of Cu.m 16,434.00
aggregate & Excl.piling) (SSCM 1001.8 - 9)

Mixing & laying manually cement concrete 1:4:8 (50 mm) with 20%
ST-036 plums (Volume batching) using crusher run aggregate ( Incl. transport of Cu.m 15,901.00
aggregate & Excl.piling)
Mixing & laying using concrete mixer, cement concrete 1:4:8 (50 mm)
ST-037 with 20% plums (Volume batching) using crusher run aggregate ( Incl. Cu.m 14,702.00
transport of aggregate & Excl.piling)

Mixing & laying manually cement concrete 1:3:6 (37.5 mm) with 20%
plums (Volume batching) using crusher run aggregate ( Incl. transport of
ST-038 Cu.m 16,628.00
aggregate & Excl.piling)

Mixing & laying using concrete mixer, cement concrete 1:3:6 (37.5 mm)
ST-039 with 20% plums (Volume batching) using crusher run aggregate ( Incl. Cu.m 15,408.00
transport of aggregate & Excl.piling)

Mixing & laying manually cement concrete 1:3:6 (37.5 mm) (Volume
batching) using crusher run aggregate ( Incl. transport of aggregate &
ST-040 Cu.m 19,025.00
Excl.piling)[SSCM 1001.4]

Mixing & laying using concrete mixer, cement concrete 1:3:6 (37.5 mm)
(Volume batching) using crusher run aggregate ( Incl. transport of
ST-041 Cu.m 17,809.00
aggregate & Excl.piling)
Issue No.01
Page 16 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

WHEN HAND BROKEN AGGREGATE (50MM OR 37.5MM) ARE

USED INPLACE OF CRUSHER RUN AGGREGATE , ON
NOTE APPROVAL BY PD/CE SSRR TO BE PREPARED BASED ON THE
SAME NORMS
Mixing & laying manually cement concrete 1:3:6 (19 mm) (Volume
ST-042 batching) using crusher run aggregate ( Incl. transport of aggregate & Cu.m 18,968.00
Excl.piling)

Mixing & laying using concrete mixer, cement concrete 1:3:6 (19 mm)
ST-043 (Volume batching) using crusher run aggregate ( Incl. transport of Cu.m 17,602.00
aggregate & Excl.piling)
Mixing & laying manually cement concrete 1:2:4 (37.5 mm) (Volume
ST-044 batching) using crusher run aggregate ( Incl. transport of aggregate & Cu.m 20,479.00
Excl.piling)
Mixing & laying using concrete mixer, cement concrete 1:2:4 (37.5 mm)
ST-045 (Volume batching) using crusher run aggregate ( Incl. transport of Cu.m 19,562.00
aggregate & Excl.piling)

**(RATE INCLUDES VIBRATOR COST)

WHEN HAND BROKEN AGGREGATE (50MM OR 37.5MM) ARE
USED INPLACE OF CRUSHER RUN AGGREGATE , ON
NOTE APPROVAL BY PD/CE SSRR TO BE PREPARED BASED ON THE
SAME NORMS
Mixing & laying manually cement concrete 1:2:4 (19 mm) (Volume
ST-046 batching) using crusher run aggregate ( Incl. transport of aggregate & Cu.m 20,245.00
Excl.piling)
Mixing & laying using concrete mixer, cement concrete 1:2:4 (19 mm)
ST-047 (Volume batching) using crusher run aggregate ( Incl. transport of Cu.m 19,314.00
aggregate & Excl.piling)
Mixing & laying using concrete mixer(w/batching), cement concrete for
ST-048 Grade 25 (19 mm) using crusher run aggregate in foundation and floors.( Cu.m 20,782.00
Incl. transport of aggregate & Excl.piling)
Mixing & laying using concrete mixer(w/batching), cement concrete for
ST-048A Grade 25 (70% 37.5 + 30% 19 mm) using crusher run aggregate ( Incl. Cu.m 19,866.00
transport of aggregate & Excl.piling)
Mixing & laying using concrete mixer(w/batching), cement concrete for
ST-049 Grade 30 (19 mm) with crusher run aggregate ( Incl. transport of Cu.m 22,818.00
aggregate & Excl.piling)

Mixing & laying using concrete mixer(w/batching), cement concrete for

ST-050 Grade 40 (19 mm) with crusher run aggregate ( Incl. transport of Cu.m 24,842.00
aggregate & Excl.piling)

ST-051 Mixing & laying using concrete by hand Cu.m 7,184.00

Mixing & laying using concrete by power Driven concrete mixer
ST-052 Cu.m 5,975.00
V/batching

Issue No.01
Page 17 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

ST-053 Curing of concrete Decks, slabs , beams, walls etc. [SSCM 1011.11] Sq.m/day 19.00

Fabricate & lay M.S bars as reinforcement (Including transport &

ST-054 wastage) Kg 324.00

Fabricate & lay tor steel as reinforcement (Including transport& wastage)

ST-055 Kg 324.00

Cutting & laying reinforcement fabric (Excluding cost of reinforcement

ST-056 fabric) Sq.m 301.00

Supplying & fixing 25 mm thick planks of class II timber as shuttering,

ST-057 including removing [1008.3(b)] Sq.m 1,355.00

Supplying & fixing class ii timber bearers, joists , Etc. including

ST-058 Dismantling in shuttering (SSCM 1008.3 (a)) Cu.dm 75.00

ST-059 100-150 mm Dia. round jungle timber supplied & fixed as props L.m 120.00

ST-060 150-200 mm Dia. round jungle timber supplied & fixed as props L.m 131.00

Formwork smooth finish with class II timber for bridge beams, bridge
ST-061 deck under sides and sides including Dismantling (SSCM 1008.3(b)) Sq.m 3,354.00

Formwork smooth finish with class II timber for bridge column shafts
ST-062 including dismantling (SSCM 1008.3(b)) Sq.m 3,091.00

Formwork smooth finish, using plywood(Shutter 15 mm) and class ii

ST-063 timber bearers, joists and jungle timber props for bridge abutments, wing Sq.m 3,351.00
walls etc.
Supplying & fixing 25mm thick planks and struts of class ii timber as
ST-064 formwork rough finish, in foundation etc. including removing (SSCM Sq.m 1,564.00
1008.3(b))
Formwork smooth finish for general purposes, using 25mm thick planks &
ST-065 struts of class ii timber and round jungle timber props 100 - 150 mm Dia. Sq.m 2,155.00
including Dismantling

Laying & jointing 152mm Dia. concrete pipes (transport and bedding
ST-066 material paid separately) [SSCM 707.3 - 4] L.m 2,710.00

Laying & jointing 229mm Dia. concrete pipes (transport and bedding
ST-067 material paid separately) [SSCM 707.3 - 4] L.m 3,874.00

Laying & jointing 305mm Dia. concrete pipes (Transport and bedding
ST-068 material paid separately) [SSCM 707.3 - 4] L.m 4,134.00

Laying & jointing 457mm Dia. concrete pipes (Transport and bedding
ST-069 material paid separately) [SSCM 707.3 - 4] L.m 5,545.00

Laying & jointing 610mm Dia. concrete pipes (Transport and bedding
ST-070 material paid separately) [SSCM 707.3 - 4] L.m 8,313.00

Laying & jointing 915mm Dia. concrete pipes (Transport and bedding
ST-071 material paid separately) [SSCM 707.3 - 4] L.m 14,119.00

Laying & jointing 1220mm Dia. concrete pipes (Transport and bedding
ST-072 material paid separately) [SSCM 707.3 - 4] L.m 21,020.00
Issue No.01
Page 18 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

ST-073 Laying & jointing 152 mm Dia. available concrete pipes and collars L.m 937.00

ST-074 Laying & jointing 229 mm Dia. available concrete pipes and collars L.m 989.00

ST-075 Laying & jointing 305-450 mm Dia. available concrete pipes and collars L.m 1,077.00

ST-076 Laying & jointing 610 mm Dia. available concrete pipes and collars L.m 2,123.00

ST-077 Laying & jointing 915 mm Dia. available concrete pipes and collars L.m 3,604.00

ST-078 Laying & jointing 1220 mm Dia. available concrete pipes and collars L.m 5,132.00

Fixing new bridge planks runners and stacking old planks (Available)
ST-079 [SSCM 1402.2(a)] Nr. 1,271.00

ST-080 Removing & re-setting old bridge planks Nr. 794.00

ST-081 Supplying & fixing new bridge planks of class I timber Cu.dm 144.00

ST-082 Supplying & fixing 31 mm thick Deck planks of class I timber Sq.m 6,108.00
Fixing new chequered or M.S. plates on timber - decked bridge [SSCM
ST-083 L.m 1,875.00
1402.2(d)]

ST-084 Removing & refixing chequered M.S. plates on timber-decked bridge L.m 2,500.00

ST-085 Tightening bolts & nuts of chequered of M.S. plates L.m 403.00
ST-086 Removing & refixing "U" clips. [SSCM 1402.2(b)] Nr. 264.00

ST-087 Cleaning, wire brushing & painting steelwork, one coat enamel paint Sq.m 365.00

ST-088 cleaning, wire brushing & applying tar on steelwork, one coat Sq.m 270.00
Cleaning, with cotton waste and painting steel work with enamel paint,
ST-089 one coat Sq.m 213.00

ST-090 Chipping to bare metal etc. & painting with anticorrosive paint, one coat Sq.m 1,192.00

Painting with one coat of enamel paint after cleaning, de-rusting &
ST-091 application of one coat anticorrosive paint[SSCM 1401.3(C)] Sq.m 811.00

Painting with two coats of enamel paint, after cleaning, de-rusting &
ST-092 application of one coat anticorrosive paint Sq.m 1,007.00

ST-093 Oiling steel cables on suspension bridges [SSCM 1405.3] Sq.m 968.00
Cleaning booms of steel bridges including scaffolding where necessary
ST-094 [SSCM 1401.3] L.m 97.00

Demolishing unreinforced cement concrete including cleaning of Debris in

ST-095 foundation and superstructure in dry condition excluding under water Cu.m 4,326.00
structures [SSCM 202.2]
Issue No.01
Page 19 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

ST-096 Demolishing reinforced concrete and debris cleared Cu.m 6,065.00

Demolishing reinforced concrete in very heavy structures build up of
ST-097 grade 30 above concrete in work such as bridge beams & deck slabs, Cu.m 13,751.00
including collecting and removing
Supplying and fixing M.S. dowels spliced and dove tailed with wedge at
ST-098 one end, 16mm dia, and 1m long, boring holes to 0.3m depth in fixing Nr. 909.00

Supplying and fixing M.S. dowels, spliced and dove tailed with wedge at
ST-099 one end, 20mm dia, and 1m long, boring holes to 0.3m depth in fixing. Nr. 1,141.00

Supplying & fixing M.S.dowels, spliced and Dove tailed with wedge at
ST-100 one end, 25mm dia, and 1m long. boring holes to 0.3m depth in fixing. Nr. 1,536.00

Lay standard type road kerbs(125mmX900mm) set on19mm thick 1:3

cement mortar layer on 150mm X 275mm 1:2:4(19) concrete foundation
ST-101 with av. 157mm X 150mm wide backing with same concrete including L.m 3,037.00
excavation and shuttering (cost of kerb stones.
Lay standard precast bridge kerbs [Type Drawing No T/B/106-rev 1 of
ST-102 RDA](Cost of precast kerbs & transport to be paid separately) L.m 704.00

Constructing 150 X 50 mm thick insitu lower kerb in grade 20 (14 mm)

ST-103 concrete for bridges: (Aggregate transport to be paid separately) L.m 348.00

Laying 450 X 450 X 50 mm precast concrete slabs on foot walks including

ST-104 av. 40mm thick 1:3 cement Mortar bedding (Cost of sabs & transport paid Sq.m 2,224.00
separately)
Laying 450 x 450 x 50 mm precast concrete slabs on foot walks including
ST-105 av.40mm thick sand bedding (Cost of precast slabs and transport to be Sq.m 1,531.00
paid separately)
Fixing precast hand railing and uprights using grade 25(19) concrete
ST-106 including formworks for pockets (Cost of precast items & transport & L.m 1,868.00
pilling of aggregate to be paid separately)[Type Dwg No T/B/102/B]

Construction of RCC grade 25(19mm) end pillaster, type 1(pilling of

ST-107 aggregate to be paid separately) [Type Dwg No T/B/106-Rev 1] Nr. 55,107.00

Construction of RCC Grade 25(19mm) end pillaster, type ii (pilling of

ST-108 aggregate to be paid separately) [type Dwg No T/B/106-Rev 1] Nr. 61,596.00

Construction of RCC grade 25(19mm) end pillaster, type iii (pilling of

ST-109 aggregate to be paid separately) [Type Dwg No T/B/106-Rev 1] Nr. 35,480.00

Construction of RCC grade 25(19mm) end pillaster, type iv (pilling of

ST-110 aggregate to be paid separately) [Type Dwg No T/B/106-Rev 1] Nr. 37,996.00

Laying of grade 20 concrete precast pin kerbs in grade 20(19) concrete

ST-111 foundation as edging (pilling of aggregate to be paid separately) L.m 1,045.00

Supplying and fixing 25mm thick tong and grooved planks with 50x50mm
ST-112 struts of Class 1 timber in panels as smooth shuttering for concrete Drains Sq.m 1,536.00

Issue No.01
Page 20 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Supply and packing 50-200 mm Dry stone lining behind abutments and
ST-113 wind walls (pilling of aggregate to be paid separately) Cu.m 3,061.00

Laying geotextile on prepared surface supply and transport to pay

ST-114 Sq.m 83.00
separately
Construction of gabion wall using 4x1x1m mesh including lacing wire on
ST-115 prepared ground.(supply and transport of gabion mesh to be paid Cu.m 7,772.00
separately);
Construction of gabion wall using 4x1x0.5 m mesh including lacing wire
ST-116 on prepared ground (Supply and transport of gabion mesh to be paid Cu.m 8,393.00
separately)
Construction of kerb inlet as per Drawing type - k1/t1 with cover slabs.
ST-117 pilling of aggregate to be paid separately.(rate per 1kerb inlet pit with No 13,202.00
1.2m length)
EARTH EXCAVATION TO BE CONSIDERED BY THE
ENGINEER AS PER SITE CONDITION AND ADD SEPERATELY
IF REQUIRED.

ITEM RESERVED FOR BRIDGE WORKS ONLY

THE RATES IN THE FOLLOWING ITEMS FROM ST1-118 TO
ST1-120 SHOULD BE ADDED TO THE CONCRETE RATE
SELECTED FROM ITEM CODES ST1-038 TO ST1-050 ,
DEPENDING ON THE STRUCTURAL LOCATION.
Additional labour for pouring, compacting and levelling concrete in screed
ST-118 under foundation slabs Cu.m 1,200.00

Additional labour for pouring, compacting concrete in abutments , wing

ST-119 walls, capping beams of piers and foot walks of bridges Cu.m 339.00

Additional labour for pouring, compacting and levelling infiller concrete

ST-120 between bridge beams including ccreed of bridge Decks. Cu.m 1,703.00

Laying ready mixed grade concrete including vibration * (suppl;y of

ST-121 concrete to be paid seperately ) Cu.m 2,461.00

Supplying and laying approved hard Rubber bearing pads 75mm x 12mm
ST-122 over capping beams and under the approach slabs L.m 1,732.00

Bitumenous sealing material supplied and laid under beam ends to prevent
ST-123 grout leak on to capping beam. transport of emulsion not included. L.m 200.00
(including cost of emulsion )

230mm Dia. polythene Displacers supplied and filled with saw Dust or
ST-124 similar light material in Deck. transport of saw Dust to be paid separately L.m 56.00

230mm Dia. polythene Displacers supplied and filled with saw Dust or
ST-125 similar light material in Deck. transport of saw Dust to be paid separately L.m 97.00

325mm Dia. polythene Displacers supplied and filled with saw Dust or
ST-126 similar light material in Deck. transport of saw Dust to be paid separately L.m 153.00
Issue No.01
Page 21 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

ST-127 PCC beams 16.15m long launched into position Nr. 20,534.00

ST-128 PCC beams 13.41m and 12.19m long launched into position Nr. 14,276.00

ST-129 PCC beams 10.67m, 9.75m and 8.23m long launched into position Nr. 10,897.00

ST-130 PCC beams 7.01m, 6.09m, 5.18m and 4.26m long launched into position Nr. 8,330.00

M.S. angle iron and hard rubber expnsion joints as per Drawing No
ST-131 T/B/107 Rev. 1 L.m 9,727.00

Transport of 355 X 355 X 9144 mm R.C. sheet piles to the site excluding
ST-132 unloading and stacking Nr/km 99.00

ST-133 Stacking of 355 X 355 X 9144 mm R.C. sheet piles Nr. 6,209.00
Transport of 305 X 200 X 6100 mm R.C. sheet piles to the site excluding
ST-134 Nr/km 27.00
unloading and stacking
ST-135 Stacking of 305 X 355 X 6100 mm R.C. sheet piles Nr. 3,019.00

ST-136 Driving 305 X 200 X 6100 mm R.C. sheet piles using hand monkey L.m 10,699.00

ST-137 Saturated sand filling Cu.m 7,436.00

ST-138 Stacking of P.S.C. beam 16.15m (53 inch) long Nr. 12,418.00

ST-139 Transport of PSC Beams 16.15m(53inch)long to the site per beam/km 197.00

ST-140 Stacking of P.S.C. beam 13.41m (44 inch) and 12.19m (40 inch) long Nr. 9,058.00
Transport of PSC Beams 13.41m(44inch) or 12.19m (40inch)long to the
ST-141 site per beam/km 132.00

Stacking of P.S.C. beam 10.63m (35 inch) and 9.75m (32 inch) or 8.23m
ST-142 (27 inch) long Nr. 6,793.00

Transport of PSC Beams 10.63m(35inch) or 9.75m (32inch)or

ST-143 8.23m(27inch)long to the site per beam/km 99.00

ST-144 Stacking of P.S.C. beam 7.01m (23 inch) long Nr. 4,529.00

ST-145 Transport of PSC Beams 7.01m(23inch) long to the site per beam/km 66.00
50mm thick cover slabs for service ducts in grade 25(20) concrete
ST-146 inclusive of light reinforcement Sq.m 2,935.00

ST-147 100mm 0f type 400 PVC service duct supplying and fixing in Deck L.m 1,013.00
110mm 0f type 250 PVC rain water outlets supplying and fixed through
ST-148 deck L.m 969.00

ST-149 50mm 0f type 400 PVC Drain pipes supplying and fixed through deck L.m 593.00

ST-150 25mm 0f type 1000 PVC Drain pipes supplying and fixed through deck L.m 401.00
Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SECTION - XI
KM AND GUARD STONES

RF1-001 White washing, Two coats to guide / guard stones Nr. 95.00

RF1-002 Whitewashing Two coats k.m. stones inc. numbering & Tar skirting. Nr. 1,015.00

RF1-003 Painting white back ground on parapets etc. & stencilling nos. Nr. 384.00

RF1-004 Fixing guard stones in any soil Nr. 292.00

Casting STD k.m. stones with R.C.C. [1:2:4(19 mm) & cement 282.5
RF1-005 kg/cu.m ] including curing, for "A" and "B" class roads Nr. 7,684.00

Casting STD k.m. stones with R.C.C. [1:2:4(19 mm) & cement 282.5
RF1-006 kg/cu.m ] including curing, for "C" and "D" class roads Nr. 5,110.00

RF1-007 Fixing standard type k.m. stones in any soil Nr. 2,181.00

Fixing new or refixing type guard stones in cement concrete

RF1-008 [1:3:6(37.5mm) and cement 219 kg/cu.m ] with min. cover 75mmx 300 Nr. 1,065.00
mm Deph
Casting standard type guard stones in concrete [1:2:4(19mm) & cement
RF1-009 282.5 kg / cu.m] Nr. 2,649.00

Casting standard type guard stones in concrete grade 20(19) as per

RF1-009A drawing no. T/B/100-REV.1 for bridges and culverts Nr. 3,511.00

RF1-010 Route numbering with reflective paint on 2 sides Nr. 765.00

Casting standard boundary markers in reinforced concrete [1:2:4(19mm)]
with admixtures, including 14 days curing and loading to vehicle at yard
RF1-011 Nr. 2,593.00
(pilling of aggregate to be paid separately)

NOTE 19MM AGGREGATE PER BOUNDARY MARKER IS 0.039 CU.M.

SECTION - XII
NOTICE AND SIGN BOARDS
(SSCM 810.2 AND 1501.3) (ALL PAINTS SHOULD CONFORM TO
THE REQUIREMENTS OF S.L.S. AS GIVEN IN SSCM 1707)

Notice and traffic signs boards etc. fixed in concrete [1:3:6] 37.5mm and
RS1-001 cement219 kg/cu.m (excluding transport of aggregate) Nr. 1,953.00

Warning and Regulatiory traffic signs etc. fixed in place using concrete
RS1-001A [1:3:6] 37.5mm and cement 219 kg/cu.m. Complete including all labour, Nr. 4,941.00
materials and plant.

RS1-002 Cleaning and White washing 2coat town name boards(inc Tar Skirt) Nr. 523.00
Cleaning, painting one coat & relettering etc.traffic sign boards inc. paint
RS1-003 Nr. 2,847.00
post in B/W
Issue No.01
Page 23 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

RS1-004 Cleaning and painting 1 coat on notice board Nr. 457.00

RS1-005 lettering & numbering below 50 mm Nr. 64.00

RS1-006 Lettering and numbering 50mm-75mm Nr. 77.00

RS1-007 lettering & numbering 75 mm - 150 mm Nr. 96.00

RS1-008 lettering & numbering 150 mm - 225 mm Nr. 129.00

RS1-009 Painting 2 coats continuous centre line,100 mm wide with enamel paint L.m 176.00
Painting 1 coats continuous centre line,100 mm wide with road marking
RS1-010 paint (White) L.m 173.00

RS1-011 Painting 2 coats broken centre line,100 mm wide with enamel paint L.m 165.00
Painting 1 coats continuous centre line (Without reflective studs),100 mm
RS1-012 wide, at 3 metre intervals with road marking paint (White) L.m 167.00

Barricading with empty (Hot tar) barrels including white washing,

RS1-013 transporting and cost of barrels Nr. 327.00

Revetment to banks etc. with empty barrels in horizontal tiers with vertical
RS1-014 batter(1:8) including transport of barrels Nr. 836.00

Road marking continuous centre line 100 mm width, using thermoplastic

paint (White) , inclusive barricading.(Paint materials & reflective glass
RS1-015 Sq.m 373.00
beads to pay separately)

1 KG OF THERMO PLASTIC PAINT COVERS 0.28 SQ.M. AREA

NOTE AT 1.5MM THICKNESS 25KG OF GLASS BEADS WILL COVER
100 SQ.M. AREA
Road marking standard pedestrian crossing, using thermoplastic paint
RS1-016 (White) , inclusive barricading.(Paint materials & reflective glass beads to L.m 793.00
pay separately)

1 KG OF THERMO PLASTIC PAINT COVERS 0.28 SQ.M. AREA

AT 1.5MM THICKNESS 25KG OF GLASS BEADS WILL COVER
NOTE
100 SQ.M. AREA

SECTION - XIII
MISCELLANEOUS
Preparing stock piling premix using pen, Grade bitumen (Site made)
MS1-001 (including cost of bitumen) Cu.m 20,838.00

Patching shallow pot holes. Depth less 20mm using hot bitumen
1.2ltr/sq.m & 12.5mm chips single size @ 13.75 codec m/sq.m include.
MS1-002 hand tamping rat. including cost of bitumen & including cost of Sq.m 310.00
materials.)(Incl. transpt. of aggregate & Excl. transpt. of bitumen )

Issue No.01
Page 24 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Patching shallow potholes, Depth less than 20mm using 10-20% cutback
80/100bitumen 1.2ltr/sq.m and 12.5mm chips, single size at the rate of
13.75 cuDeci m/sq.m including hand tamping(rate includes cost of
MS1-003 Sq.m 329.00
bitumen and materials)(Incl. transport of aggregate and excl. transport of
bitumen)

Patching shallow potholes, part 1 of item no MS-003

MS1-003A (including cost of bitumen) litre 122.00

Patching shallow pot holes,depth less than 20mm using emulsion (crs1)
@the rate of 1.2ltr/sq.m & 12.5mm chips single size at the rate of 13.75
MS1-004 cu.deci m/sqm includig hand tamping transport of emulsion to site etc. rate Sq.m 292.00
includes cost of emulsion and incl other materials)(Incl. transprt of
aggregate)
Patching potholes, of medium Depth 20-75mm with premix material
(site made) using cut back 80/100 bitumen 10-20% @ the rate of 83.5lit
per cu.m of 19mm and down gauge stone aggregate, including preparation
MS1-005 of surface tack coat with emulsion(CSS1) at .75ltr/Sqm,trimming Sq.m 2,332.00
sides,laying premix and tamping.(rate inclusive of premix made at site &
tack coat)(Incl. transport of aggregate)
Patching pot holes of medium ,depth of 20-75mm - part 1 of the item MS-
MS1-005A 005 Sq.m 264.00

Patching pot holes of medium ,depth of 20-75mm - part 2 of the item MS-
MS1-005B 005 (Exclude cost of emulsion) Sq.m 600.00

MS1-005C Patching potholes of medium Depth - part 3 of item MS-005 Cu.m 21,914.00
Patching potholes using plant made premix bound including sealing the
MS1-006 patching with emulsion (CRS-1) painting @ 7.3 ltr/m.ton cover with sand M.ton 15,893.00
(Transport of premix paid separately) (include cost of emulsion)

Patching potholes of medium Depth 20-75mm using graded aggregate 19-

12.5mm with hot bitumen 1.75 ltr/sq.m and blot. material at 1 cu.m/125
MS1-007 sq.m andf .75ltr/sq.m tack coat(CSS-1) Sq.m 1,404.00
(Excluding cost of emulsion & bitumen)
Patching Deep pot holes deeper than 75 mm with c/b premix material (site
MS1-008 made) to a depth of 37.5 mm using 10-20% cut back bitumen at the rate Sq.m 1,323.00
of 83.5 ltr/cu.m of 19 mm .75 ltr/sq.m
patching pot hols more then 75mm deep with water bound gravel material
using 50mm or 12.5 mm single size aggregate along with useable old
MS1-009 aggregate obtain from picking and preparation of surface inc. laying Sq.m 81.00
watering spreading gravel of approved quality

Patching ruts and Depressions upto 75mm Depth using site made cold
MS1-010 mix(Cut back) material with the surface and edge prepared as per Sq.m 2,102.00
specifications .75ltr/sq.m tack coat (include cost of emulsion)

MS1-010A Patching ruts and Depressions part 1 of item MS-010 Sq.m 34.00

Issue No.01
Page 25 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Patching ruts and Depressions upto 75mm Depth using plant made cold
MS1-011 mix(cut back) material with .75ltr/sq.m tack coat(CSS-1)(premix paid Sq.m 1,804.00
separately) (including cost of emulsion)
Patching ruts and Depressions upto 75mm Deep with .75ltr/sq.m tack
coat(CSS-1) 50mm Down aggregate, hot bitumen applied at 1.75ltr/sq.m,
MS1-012 blotting material at 1 cu.m/125 sq.m(Agg. paid separately) (including cost Sq.m 1,777.00
of emulsion & bitumen)

MS1-012C Patching ruts and Depressions Deeper than 75mm - part C of item MS-012 Sq.m 5,531.00

Patching ruts and Depressions upto 75mm Deep with .75ltr/sq.m tack
coat(CSS-1) 50mm Down aggregate, hot bitumen applid at 1.75ltr/sq.m,
MS1-013 blotting material at 1 cu.m/125 sq.m(agg. paid separately) including cost Sq.m 1,333.00
of emulsion & bitumen)
Patching ruts and Depressions Deeper than 75mm with .75ltr/sq.m tack
coat(CSS-1) 50mm Down aggregate, hot bitumen applid at 1.75ltr/sq.m,
MS1-014 Sq.m 1,516.00
blotting material at 1 cu.m/125 sq.m(Agg. paid separately)

Correcting and strengthening edges of the road by cold mix 40mm thick,
cutback 10-20%, at the rate of 83.5ltr/cu.m on 19mm down aggregate,
MS1-015 over 50mm down aggregate, tack coat .75 ltr/sq.m(CSS 1) (including cost Sq.m 2,175.00
of emulsion)

Correcting and strengthening the edges of road by cold mix - part B of the
MS1-015B item MS1-015 Cu.m 5,541.00

Correcting & strengthening edges of road by cutback(10-20%) cold mix

40mm thick with 83.5ltr/cu.m 19mm Down aggregate .75ltr/sq.m tack
MS1-016 coat(CSS-1) over 50 mm down over Closely packed 100mm agg. with Sq.m 2,536.00
excav. width 225mm, depth 225mm (inc.emul & bitumen)

MS1-016B Correcting and strengthening edges part B of the item MS-016 Cu.m 2,337.00
Patch sealing with emulsion painting the surface by spray of crs-1 @
MS1-017 .75ltr/sq.m squeeging the emulsion and spreading the blotting material Sq.m 173.00
(Sand) at the rate of 1 cu.m/125 sq.m . (including cost of emulsion)

Patch sealing with hot bitumen painting the surface by using .75ltr/sq.m
squeeging the bitumen and spreading the blotting material (Sand) at the
MS1-018 rate of 1 cu.m/125 sq.m (Transport of bitumen paid separately) (including Sq.m 183.00
cost of bitumen)

Patch sealing of pitted surface, using hot sand bitumen mix 104 ltr/cu.m of
MS1-019 sand spread and tamped including brushing and cleaning of Sq.m 428.00
surface.(including cost of bitumen)
Patch sealing of pitted surface, part A of item MS-019
MS1-019A (including cost of bitumen) Sq.m 23,761.00

MS1-019B Patch sealing of pitted surface, part B of item MS-019A Sq.m 71.00

MS1-020 Patch sealing of pitted surface, using emusion sand slurrey. Sq.m 430.00
Issue No.01
Page 26 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Patch sealing of pitted surface with sand emulsion slurry, part A of item
MS1-020A MS-020 (Including cost of emulsion) Sq.m 24,546.00

Patch sealing of pitted surface, using emulsion sand slurry, part B of item
MS1-020B MS-020. Sq.m 62.00

General upkeep of road sides including maintaining the right of way in a

MS1-021 neat condition by trimming, weeding & clearing of the road sides, Drains , Sq.m 40.00
Drainage structures, scupper Drains & cleaning minor slips
Cleaning ordinary jungle including removing high growing plants and
trees of girth < 300 mm other than those designated to remain by
MS1-022 uprooting or by cutting and then uprootin the stumps or by cutting only as Sq.m 5.00
Directed (SSCM 1203.2)
Cleaning medium jungle including removing high growing plants and
trees of girth < 300 mm other than those designated to remain by
MS1-023 uprooting or by cutting and then uprootin the stumps or by cutting only as Sq.m 7.00
Directed
Cleaning heavy jungle including removing all high growing plants and
trees of girth < 300 mm other than those designated to remain by
MS1-024 uprooting or by cutting and then uprootin the stumps or by cutting only as Sq.m 9.00
Directed

Repairs to Damage of shoulders verges & embkments slopes incl making

good depressions,ruts,holes & erosion path with apprved gravelly soil &
MS1-025 compact same with roller(8-10 ton)as Directed(gravel soil paid seprtly if Cu.m 691.00
brought outside ( including roller hire)

Regrade & regravellig of shoulders with gravel of approved quality , duly

compacted with roller (8-10 ton) as directed for repairing high sides
MS1-026 caused by heavings deposits and construction debries, to required levels Cu.m 377.00
by using motor grader (120-140hp).
Regrade and regravel of shoulders with gravel of approved quality , duly
compacted with roller (8-10 ton) as directed for repairing high side causd
MS1-027 by heavng deposit & constructon debrie, to required level manly Cu.m 772.00
gravel(loose volume.

Replacing Damaged crack concrete slabs with precast/cast insitu cement

concrete 1:2:4 (19 mm) using 19 mm & down guage stone minimum
MS1-028 thickness 50 mm including fixing laying with cement mortar 1:3 joints Sq.m 2,939.00
over compacted bed etc.[SSCM 1204.3]
Cutting and removing fallen trees upto 600 mm girth including cutting into
MS1-029 required number of pieces including Disposal as Directed. minimum piece Nr. 1,022.00
shall not be less than 2m(SSCM 1203.2)
Cutting and removing fallen trees 600 - 900 mm girth including cutting
MS1-030 into required number of pieces including Disposal as Directed. minimum Nr. 1,461.00
piece shall not be less than 2m(SSCM 1203.2)
Weeding masonry culverts small bridges and retaining walls (SSCM
MS1-031 1303.3) Nr. 264.00
Issue No.01
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 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Masonry random rubble with boulders including collect (SSCM

MS1-032 Cu.m 1,889.00
1006.3(b))
Fixing cats eyes in tar macadam including breaking road surface,
MS1-033 barricade etc.[SSCM 810-.3(c)] Nr. 527.00

MS1-034 Reducing high sides in ordinary soil [SSCM 301.3/1201.3(c)] Cu.m 881.00

MS1-035 Reducing high sides in medium soil Cu.m 1,294.00

MS1-036 Reducing high sides in hard soil Cu.m 1,707.00

MS1-037 Reducing high sides in soft rock Cu.m 2,120.00

MS1-038 Reducing high sides in rock requiring blasting Cu.m 3,817.00

MS1-039 Reducing high sides in rock requiring blasting Sqm 61.00

MS1-040 White washing 2 coat to parapets of bridges and culverts Sq.m 104.00
White washing 1 coat to parapets of bridges and culverts after cleaning
MS1-041 attending to minor repairs Sq.m 74.00

White washing 2 cote to parapets of bridges and culverts after cleaning

MS1-042 attending to minor repairs Sq.m 117.00

Painting with emulsion 1 coat to parapets of bridges and culverts, guard

MS1-043 stones and km posts after cleaning and attending to minor repairs [ SSCM Sq.m 248.00
1501.3(a)-(v)]
Painting with enamel 1 coat to parapets of bridges and culverts, guard
MS1-044 stones and km posts after cleaning and attending to minor repairs [ SSCM Sq.m 262.00
1501.3(a)-(v)]
Painting with enamel 2 coats to parapets of bridges and culverts, guard
MS1-045 stones and km posts after cleaning and attending to minor repairs [ SSCM Sq.m 446.00
1501.3(a)-(v)]
Painting with emulsion 2 coat to parapets of bridges and culverts, guard
MS1-046 stones and km posts after cleaning and attending to minor repairs [ SSCM Sq.m 437.00
1501.3(a)-(v)]
Painting with emulsion 1 coat to parapets of bridges and culverts, guard
MS1-047 stones and km posts including preparing surface of old work [ SSCM Sq.m 235.00
1501.3(b)-(v)]

Painting sub coat emulsion to parapets of bridges and culverts, guard

MS1-048 stones and km posts including preparing surface [SCM 1501.3(b)-(v)] Sq.m 206.00

Painting 1 coat emulsion paint to parapets of bridges and culverts, guard

MS1-049 stones and km posts including preparing surface of new work [ SSCM Sq.m 218.00
1501.3(b)-(v)]
Cleaning & painting 100 mm wide stripe for skirting to guard
MS1-050 stones.(SSCM 1501.3(b)(v)] : L.m 122.00

Painting 2 coats standard pedestrian crossing for carriageway [SSCM

MS1-051 810.2(c)] L.m 2,585.00

Issue No.01
Page 28 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Painting 1 coat standard pedestrian crossing for carriageway using road

MS1-052 marking paints [SSCM 810.2(c)] L.m 2,558.00

Erecting, barricading in jungle timber 75-100 mm Dia, vertical posts at

MS1-053 .9m centres and 1.2 above ground including white washing. [SSCM 1709] L.m 437.00

Temporary scaffolding for painting or tarring bridges and for weeding on

MS1-054 bridges or retaining wall including Dismantling after work. [SSCM Sq.m 182.00
1008.3(a)]

Roughening existing Smooth tarred metalled carriageway by hand for

MS1-055 bonding , collecting Disposal of all loose materials [SSCM 03.3(b)] Sq.m 28.00

MS1-056 Supply of Diesel for machineries litre 121.00

Patching road with premix(Loose volume) after prep, surface with
emulsion (CSS-1) at .75 ltr/sq.m at tack coat including internal transport
MS1-057 and hand stamping. (Supply of premix (Loose volume) paid separately) Cu.m 8,214.00
[SSCM 1102.3(b)] ( including cost of emulsion)
Patching road with premix after preparing surface with emulsion (CSS-1)
at .75 ltr/sq.m as tack coat, including internal transport and stamping with
MS1-058 machine (Supply of premix paid separately) [SSCM 1102.3(b)(i)] M.ton 8,045.00
(including cost of emulsion)

Painting two coats enamel paint on kerbs, after cleaning and preparing
MS1-059 Sq.m 503.00
surface
Preparing and stock piling premix at site using 12.5 mm aggregate and
MS1-060 emulsion (CSS-1) ( including cost of emulsion) Cu.m 17,666.00

Breaking manually asphalt layer 2"-3" thick on the carriageway for kerb
MS1-061 laying L.m 677.00

Supplying and fixing of 1/2" thick regiform sheets as directed by Engineer

MS1-062 Sq.m 268.00

Gauge 750 polythene damp proof membrane with 6" laps laid under
MS1-063 floors. as directed by Engineer kg 58.00

MS1-064 Curing of Concrete for Road Surfaces Sq.m/day 5.00

Asphalt Concrete wearing course binder 60/70 bitumen 4.7% Mix-Dense
SSR (19mm) Ex-plant M.ton 10,548.00

Asphalt concrete binder course binder bitumen 4.1% MIX-dense [19mm] -

SSR Ex-plant M.ton 10,120.00

SSR Item Deleted M.ton

Issue No.01
Page 29 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Paving Blocks
Natural Colour Blocks
Supply & paving 80mm thick Rectangular(Approx. size 210mm x Sq.m 3,300.00
110mm ) natural colour precast interlocking paving blocks of 40 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-065 levelled and well compacted earth sub base for the high volume traffic
areas. Paving blocks should confirming to S.L.S 1425 : Part I & II and
subject to the approval of the quality & colour including transport and
laying.

Supply & paving 80mm thick Rectangular (Approx. size 210mm x Sq.m 2,949.00
110mm ) natural colour precast interlocking paving blocks of 30 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-066 levelled and well compacted earth sub base for the high volume traffic
areas. Paving blocks should confirming to S.L.S 1425 : Part I & II and
subject to the approval of the quality & colour including transport and
laying.

Supply & paving 60mm thick Rectangular (Approx. size 210mm x Sq.m 2,809.00
2
110mm ) natural colour precast interlocking paving blocks of 15 N/mm
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-067 levelled and well compacted earth sub base for the Low volume traffic
areas or Pedestrian areas. Paving blocks should confirming to S.L.S 1425 :
Part I & II and subject to the approval of the quality & colour including
transport and laying.

Supply & paving 80mm thick Non-Rectangular (Approx. size 200mm x Sq.m 3,476.00
100mm ) natural colour precast interlocking paving blocks of 40 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-068 levelled and well compacted earth sub base for the high volume traffic
areas. Paving blocks should confirming to S.L.S 1425 : Part I & II and
subject to the approval of the quality & colour including transport and
laying.

Supply & paving 80mm thick Non-Rectangular (Approx. size 200mm Sq.m 3,133.00
x 100mm ) natural colour precast interlocking paving blocks of 30 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-069 levelled and well compacted earth sub base for the high volume traffic
areas. Paving blocks should confirming to S.L.S 1425 : Part I & II and
subject to the approval of the quality & colour including transport and
laying.

Supply & paving 60mm thick Non-Rectangular (Approx. size 200mm Sq.m 2,666.00
x 100mm ) natural colour precast interlocking paving blocks of 15 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-070 levelled and well compacted earth sub base for the Low volume traffic
areas or Pedestrian areas. Paving blocks should confirming to S.L.S 1425 :
Part I & II and subject to the approval of the quality & colour including
transport and laying.

Coloured Blocks
Issue No.01
Page 30 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

Supply & paving 80mm thick Rectangular (Approx. size 210mm x Sq.m 4,231.00
110mm ) coloured precast interlocking paving blocks of 40 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-071 levelled and well compacted earth sub base for the high volume traffic
areas. Paving blocks should confirming to S.L.S 1425 : Part I & II and
subject to the approval of the quality & colour including transport and
laying.

Supply & paving 80mm thick Rectangular (Approx. size 210mm x Sq.m 3,972.00
110mm ) coloured precast interlocking paving blocks of 30 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-072 levelled and well compacted earth sub base for the high volume traffic
areas. Paving blocks should confirming to S.L.S 1425 : Part I & II and
subject to the approval of the quality & colour including transport and
laying.

Supply & paving 60mm thick Rectangular (Approx. size 210mm x Sq.m 3,197.00
110mm ) coloured precast interlocking paving blocks of 15 N/mm2
compressive strength , on 2" thick compacted Quarry dust laid on top of a
MS1-073 levelled and well compacted earth sub base for the Low volume traffic
areas or Pedestrian areas. Paving blocks should confirming to S.L.S 1425 :
Part I & II and subject to the approval of the quality & colour including
transport and laying.

Supply & paving 80mm thick Non-Rectangular (Approx. size Sq.m 3,963.00
200mm x 100mm ) coloured precast interlocking paving blocks of 40
2
N/mm compressive strength , on 2" thick compacted Quarry dust laid on
MS1-074 top of a levelled and well compacted earth sub base for the high volume
traffic areas. Paving blocks should confirming to S.L.S 1425 : Part I & II
and subject to the approval of the quality & colour including transport
and laying.

Supply & paving 80mm thick Non-Rectangular (Approx. size Sq.m 3,590.00
200mm x 100mm ) coloured precast interlocking paving blocks of 30
N/mm2 compressive strength , on 2" thick compacted Quarry dust laid on
MS1-075 top of a levelled and well compacted earth sub base for the high volume
traffic areas. Paving blocks should confirming to S.L.S 1425 : Part I & II
and subject to the approval of the quality & colour including transport and
laying.

Supply & paving 60mm thick Non-Rectangular (Approx. size Sq.m 3,022.00
200mm x 100mm ) coloured precast interlocking paving blocks of 15
N/mm2 compressive strength , on 2" thick compacted Quarry dust laid on
MS1-076 top of a levelled and well compacted earth sub base for the Low volume
traffic areas or Pedestrian areas. Paving blocks should confirming to S.L.S
1425 : Part I & II and subject to the approval of the quality & colour
including transport and laying.

SECTION - XIV
SURVEYING
SV1-001 Supply of unskilled labour Days 2,280.00
Issue No.01
Page 31 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SV1-002 Supply of semiskilled labour Days 2,520.00

SV1-003 Supply of skilled "A" Grade labour Days 2,880.00

SV1-004 Supply of skilled "B" Grade labour Days 2,520.00

SV1-005 Clearing jungle (Light) to a width of 1.22 metres for survey work km 8,709.00

SV1-006 Clearing jungle (Medium) to a width of 1.22 metres for survey work km 11,612.00

SV1-007 Clearing jungle (Heavy) to a width of 1.22 metres for survey work km 17,419.00

SV1-008 Supply of labour for chaining and cutting Pages and Pegging km 2,407.00
Levelling Chaining and Pegging and establish bench marks on Concrete
SV1-009 rock or pegs and Checking back levels km 4,813.00

SV1-010 Surveying includign fixing pickets & taking angles km 4,813.00

SV1-011 Changing traverse lines and taking off-sets km 6,417.00

SECTION - XV
NOTE ON LABORATORY TESTING OF ROAD CONSTRUCTION
WORK.
THE FOLLOWING LABORATORY TEST RATES ARE
APPLICABLE WHEN IT IS NECESSARY TO DIRECT
ADDITIONAL TESTING OVER AND ABOVE THE MINIMUM
TESTING SPECIFIED IN THE SPECIFICATIONS.

PLEASE NOTE THAT NO PAYMENT SHOULD BE MADE FOR

TESTING MENTIONED IN SPECIFICATION.
WHEN TESTS ARE CARRIED OUT IN THE FIELD, TRANSPORT
CHARGES SHALL BE ADDED IN ADDITION TO THE TESTING
CHARGES.

TESTING OF BITUMINOUS MATERIALS

SSR Penetration Test (ASTM D -5-97) Item 3,444.00

SSR Extraction and gradation Test for Asphalt Mixes (ASTM D -2172.05) Item 6,157.00

SSR Marshall Stability and Flow Test (ASTM D -1559-89) Item 3,913.00

SSR Marshall Density Test (3 Mould) Item 3,182.00

SSR Specific gravity of Bitumen (ASTM D -70) Item 2,431.00

SSR Insitu Density of Asphalt Concrete (ASTM D -2726-96) Item 1,433.00

SSR Cutting of Asphalt Concrete cores - 100 mm Item 4,085.00

SSR Tray Test Item 1,547.00

SSR Softening Point Test (ASTM D-36-95) Item 2,824.00

Distilation of Cut Back Bitumen / Emulsion Test (ASTM D-402-

SSR Item 4,315.00
91/D24499)
Issue No.01
Page 32 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SSR Density of Asphaltic Concrete up to 3 Nos. Item 1,433.00

SSR Extraction Test Item 5,670.00

SSR Ductility Test Item 3,110.00

SSR Flash point / Fire point Test Item 2,970.00

SSR Kinematic Vicosity Item 4,825.00

SSR Loss on Heating Item 3,962.00

SSR Solubility Test Item 3,178.00

TESTING OF ROAD MARKING

SSR Road marking for 1 sample Item 233.00

TESTING OF CONCRETE

SSR Slump Test of Concrete Item 598.00

SSR Casting of Concrete Cubes (3 Cubes) Item 2,240.00

SSR Compressive Strength of Concrete Cubes. Item 882.00

SSR Cutting Concrete Cores (100 mm) Item 4,645.00

SSR Rental for casting Mould (1 Mould) Item 306.00

Cutting & Capping of Concrete Cores

Cost for Cutting 100 mm dia. Core - Single Side Item 1,067.00
SSR
Cost for Cutting 100 mm dia. Core - Both Side Item 1,643.00

Cost for Capping 100 mm dia. Core - Both Side Item 1,284.00

SSR Rebound Hammer Test (Per Unit) Item 1,360.00

SSR Compressive Strength of Concrete Core Item 913.00

SSR Cutting Concrete Cores (150 mm) Item 4,874.00

SSR End Preparation of Cores 50 mm dia. Core both side Item 773.00

SSR Concrete Core Capping both side 50mm Item 1,114.00

SSR End Preparation of Cores 50 mm dia. Core single side Item 388.00

SSR End Preparation of Cores 100 mm dia. Core both side Item 1,644.00

SSR End Preparation of Cores 100 mm dia. Core single side Item 822.00

SSR End Preparation of Cores 150 mm dia. Core both side Item 2,566.00

SSR End Preparation of Cores 150 mm dia. Core single side Item 1,285.00

SSR Concrete Core Capping both side 100mm Item 1,285.00

SSR Concrete Core Capping both side 150mm

Issue No.01
Item 1,541.00
Page 33 of 34 Rev.No.00 DOI: 2019-04-30
 Chief Secretariat - Western Province CSWP/ENG-ADM/DO/02

Rate Approved
Item No. Description Unit
zero decimals)

SSR Concrete Mix Design Item 86,353.00

TESTING OF CONCRETE PAVING BLOCK

SSR Compressive Strength of Concrete Paving Block Item 882.00

TESTING OF AGGREGATE

SSR Particle Size Distribution (Sieve Analysis) Item 2,461.00

SSR Field Density Item 3,204.00

SSR Modified Compaction Test Item 6,720.00

SSR Standard Compaction Test Item 6,421.00

SSR Aggregate Impact Value (AIV) Item 3,809.00

SSR Los Angles Abrasion Value Test (LAAV) Item 5,974.00

SSR Flakiness Index Test for Aggregate (FI) (Including Sieve Analysis Test) Item 4,651.00

SSR Elongation Index Test for Aggregate (Excluding Sieve Analysis Test) Item 1,978.00

SSR Relative Density & Water Absorption in Aggregate Item 4,738.00

SSR Bulk Density of Aggregate Item 2,122.00

TESTING OF SOIL

SSR Particle Size Distribution (Sieve Analysis) Item 2,462.00

SSR Consistency Limit Test Item 4,103.00

SSR Field Density Item 2,278.00

SSR California Bearing Ratio (CBR) Item 6,404.00

SSR Modified Compaction Test Item 5,952.00

SSR Standard Compaction Test Item 5,545.00

SSR Dynamic Cone Penetration Test (DCP) Item 2,375.00

SSR Hand Auguring for 1st 1.0 m Item 1,494.00

SSR Hand Auguring for 2nd 1.0 m Item 2,240.00

rd
SSR Hand Auguring for 3 1.0 m Item 2,987.00

SSR Each Subsequent 1.0 m from 3.0 m Item 1,494.00

Issue No.01
Page 34 of 34 Rev.No.00 DOI: 2019-04-30