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2000 SITE CLEARANCE Unit Quantity Rate Amount(ETB)21.01 Clearing & Grubbing Hec. 4.61 18,864.70 86,978.62

Carried forward to Summary 86,978.62

3000 DRAINAGE3100 Drains

Excavation of open drain(Channel Excavation)31.01(a) Excavagting Soft Material Situated with in the following depths

(i) 0.0m upto 1.5m m3 2,443.65 127.45 311,442.83 3200 Culvert

32.01 Structural Excavation

32.02 Backfilling

32.02(a)i Using Selected material m3 5.38 144.07 775.10

32.03 Concrete pipe culvert with class B Bedding

32.03(i) 800mm Diameter R.C pipe LM 14.00 3,996.23 55,947.22

32.1 Steel Reinforcement

32.10(a) Mild Steel (Grade 300) ton 12.29 114,718.98 1,410,318.63

3400 Pitching, Stonework, and Erosion and Protection

34.01 Stone Pitching

34.01(b)i Grouted Rubble Paved Waterway(pipe) m2 7.00 366.47 2,565.29

34.01(b)ii Grouted Rubble Paved Waterway(paved ditch) m2 737.02 392.61 289,361.57 34.02 Hand laid rock fill

34.02(a)(i) Packed Rip rap for water toward gorge m3 549.15 123.05 67,572.91 34.03 Stone Massonary Walls

34.03(b)i Cement Mortared (Pipe) m3 20.02 372.00 7,447.44

34.03(b)iii Cement mortared (Retaining Wall) m3 1,475.41 371.40 547,967.13

Carried forward to Summary 2,693,398.11

4000 EARTHWORKS4200 Roadway and Borrow Excavation

42.01 Cut and Borrow to fill

42.01(a)(ii)B Borrow to fill,Compacted in 200mm layers to 93% modified AASHTO m3 11,441.09 128.67 1,472,124.47

44.05 Capping layer compacted to 95% modified AASHTO m3 2311.1 161.12 372,367.65

42.03 Cut to spoil,material obtained from

42.03(a) Common excavation m3 36218.22 126.23 4,571,825.28


5000 SUBBASE, BASE_COURSE AND GRAVEL SHOULDER

51.01(a)I Selected subbase material m3 5840.61 231.72 1,353,386.15

52.01(b)l Crushed aggregate Base course compacted to 98% of modified AASHTO density m3 3,129.97 289.56 906,314.11


6000 BITUMINOUS SURFACING AND ROAD BASES

6100 Bitumnious Prime Coat61.01(a) MC-30 Cutback bitumen Lt 21246.43 37.44 795,523.41

6400 Bituminous Road Base and Surfacing

64.02 50mm Asphaltic surfacing with (penetration grade 60/70 bitumen) m2 1,109.96 31.59 35,063.64


BISRAT GEBREAL-ABO ROUNDABOUT ROAD PROJECT COST ESTIMATE

7000 CONCRETE WORK7100 C-30 concrete

71.01 C-30 for curbs m3 1,602.31 1,026.27 1,644,402.89 71.02 C-30 for pipe culvert m3 4.40 3,452.34 15,176.49 71.03 C-30 for manhole cover m3 318.24 895.37 284,938.41 7200 C-5 Lean Concrete

72.01 C-5 Lean Concrete under side ditches and pipe culverts m3 1,428.62 29.59 42,272.83 Carried forward to Summary 1,986,790.60

9000 ANCILLARY WORKS Delineaters,markers and Km posts

92.01(a) Guide posts No. 21.00 8,103.42 170,171.82 92.01[c] Kilometer posts No. 2.00 1,028.34 2,056.68

Sign faces

94.01(a)Sign faces made by alluminium & alloy of thickness 2mm and area not exceeding 2sq.m m2 2.63 8,103.42 21,311.99

94.02(a) Class A concrete sign supports No. 21.00 895.37 18,802.77

94.03 Class C Concrete sign footings m3 0.38 895.37 340.24 95.01 Retro - reflective Road Marking Paint

95.01 (a)I White unbroken 10cm line Km 878.71 27.34 24,023.93 95.01 (a)ii White broken (2.5m dash, 7.5m gap) 10cm line Km 655.54 41.70 27,336.02


subtotal A 14,537,815.51

10000 DAY WORKS-LABOUR100.01 Unskilled labour Hour

Powder man I Hour 5.00 44.25 221.25 Powder man II Hour 3 11.68 35.05 Labor Hour 88 9.68 851.81 Helper I Hour 49.00 110.63 5,420.63 Helper II Hour 20.00 15.96 319.18


100.02 Skilled labourLabor Foreman Hour 45.00 713.33 32,100.00 Quarry Foreman Hour 3.00 155.15 465.45 Mason Foreman Hour 9.00 635.31 5,717.81 Carpenter Foreman Hour 8.00 437.73 3,501.82 Construction Foreman Hour 21 109.63 2,302.25 Surveyors Hour 4.00 109.14 436.56 Site Engineers Hour 5.00 381.19 1,905.94


100.03 TradesmanMason I Hour 20.00 218.86 4,377.27 Mason II Hour 14.00 35.31 494.34 Carpenter I Hour 2.00 218.86 437.73 Carpenter II Hour 3.00 35.31 105.93 Barrister I Hour 2.00 606.33 1,212.67 Barrister II Hour 8.00 29.53 236.26


100.06 Operator ClassEquipment Operator I Hour 76.00 49.87 3,790.34 Equipment Operator II Hour 44.00 128.40 5,649.60 Equipment Operator III Hour 8.00 187.82 1,502.55 Stationary Equipment Operator I Hour 6.00 588.50 3,531.00 Stationary Equipment Operator II Hour 5.00 963.00 4,815.00


100.07 Technical ClassElectrician I Hour 3.00 588.50 1,765.50 Electrician II Hour 2.00 48.15 96.30 Mechanic I Hour 8.00 588.50 4,708.00 Mechanic II Hour 5.00 48.15 240.75 Welder I Hour 7.00 588.50 4,119.50

Welder II Hour 5.00 48.15 240.75 100.13 Painter Hour 7.00 235.60 1,649.20

12,820.00

Subtotal B 92,250.43

% of Subtotal for overhead, profit, etc. C 32,287.65 Total for Daywork: Materials (carry forward to Summary) D 124,538.08

11000 DAY WORKS-MATERIAL110.01 Ordinary Portland cement ton 625.61 392.83 245,755.93 110.02 Coarse crushed aggregate cu.m 2,956.71 406.00 1,200,424.26 110.03 Fine aggregate (sand) cu.m 1,611.17 406 654,135.02 110.04 High yield stress steel bars ton 12.29 61,416.54 754,809.28 110.08 Prime coat (Asphalt Mc-30) Ltr 21246.43 27.55 585,313.74 110.10 Asphalt 80/100 pen grade ton 1.58 18,735.65 29,602.33 110.12 Granular material for subbase cu.m 5,840.61 250.00 1,460,152.50 110.13 Crushed stone base material cu.m 3,129.97 260.00 813,792.20 110.14 Road marking paint, white Ltr 10.74 550.14 5,908.50

Subtotal E 5,749,893.76 % of Subtotal for overhead, profit, etc. F 2,012,462.82

Total for Daywork: Materials (carry forward to Summary) G 7,762,356.58

12000 DAY WORKS-EQUIPEMENT120.01 Dump Truck 6x4 Hour 37 705.02 26,085.62 120.02 Water Truck 6x4 Hour 5 395.64 1,978.21 120.09 Asphalt Distributor Hour 2 934.48 1,868.96 120.10 Asphalt Kettel, trailer mounted Hour 2 136.23 272.46 120.13 Jack Hammer Hour 6 53.93 323.58 120.14 blasting machine Hour 2 1,367.89 2,735.78 120.15 Excavator, wheel type Hour 4 729.57 2,918.27 120.16 Motor Grader Hour 4 762.84 3,051.36 120.18 Loader, 938f Hour 2 543.20 1,086.40 120.19 Loader, Wheel Hour 7 641.14 4,487.98 120.20 hand driven roller, 3-4t Hour 15 173.20 2,598.00 120.21 Roller, 6t Hour 7 716.27 5,013.86 120.22 Roller, 12t Hour 4 1,129.29 4,517.16 120.24 Roller, Pneumatic Hour 5 547.21 2,736.05 120.25 Crawler Dozer, d7h Hour 5 850.00 4,250.00

120.27 Crawler Dozer, d8r Hour 18 1,403.07 25,255.33

120.29 Crusher Plant, 75tph Hour 3 1,340.24 4,020.73 120.30 Asphalt Paver Hour 4 1,340.24 5,360.97 120.31 Asphalt Plant Hour 2 956.24 1,912.49 120.32 Chip spreader Hour 2 956.24 1,912.49 120.33 Concrete Vibrator, petrol Hour 2 21.76 43.52 120.35 Concrete Mixer, 750lit Hour 2 45.00 90.00 120.38 Concrete Paver, crawler Hour 1 674.57 674.57 120.40 Compressor cfa 400 Hour 1 591.81 591.81 120.41 Generator upto 5 kva Hour 6 220.00 1,320.00 120.49 Water Pump Hour 4 30.00 120.00 120.56 Iron cutting machine Hour 1 19.83 19.83 120.59 Total Station Hour 4 50.00 200.00 120.60 Light Vehicle (Pick Up) Hour 3 125.00 375.00 120.61 Hand Tools Hour 24 5.00 120.00 120.62 Pipe Mold Hour 2 3.00 6.00 120.64 Welding Machine Hour 1 54.33 54.33 120.65 Asphlat Heater (Stationary) Hour 2 800.00 1,600.00


Subtotal H 107,600.75 % of Subtotal for overhead, profit, etc. I 37,660.26

Total for Daywork: Materials (carry forward to Summary) J 145,261.01 Total over all cost 22,569,971.17

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