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Construction Materials in Ethiopia
This page is dedicated to provide customers reliable information for your construction material need. It is possible to say “current price” in the midst of such unstable price fluctuated market. We are working day and night to get a hold of its true price at least weekly for your satisfaction. If you looking for material cost which are not in the list don‟t worry just contact us we will provide you for free. If your need is not in list below Make a Request Item No Type of material 1 2 3 4 5 6 7 8 9 10 11 12 13 Cement OPC Cement PPC Sand Stone Selected material Red ash Pumice Aggregate 01 Aggregate 02 Bitument 70 MC-3000 MC-30 Water REINFORCEMENT 14 15 16 17 18 Dai 6 Dai 8 Dai 10 Dai 12 Dai 14 kg kg kg kg kg 21.50 19.46 18.45 20.97 19.01 24.73 22.38 21.22 24.12 21.86 Unit Selling price w/t VAT qnt qnt m3 m3 m3 m3 m3 m3 m3 MT MT MT m3 220.00 160.00 425.00 300.00 35.00 60.00 85.00 320.00 360.00 34,500.00 33,000.00 33,000.00 1.75
Selling price w V 253.00 184.00 488.75 345.00 40.25 69.00 97.75 368.00 414.00 39,675.00 37,950.00 37,950.00 2.01
19 20 21 22 23
Dai 16 Dai 20 Dai 24 Tie wire 1.5mm Tie wire 2.5mm
kg kg kg kg kg
20.98 19.10 19.58 29.00 29.00
24.12 21.96 22.52 33.35 33.35
WOODEN PRODUCTS 24 25 26 27 28 29 30 31 32 33 34 35 Wooden door Plywood 1220*2440*8mm Plywood 1220*2440*8mm Plywood Formwork 1220*2440*12mm Eucalyptus diameter 8-10mm Eucalyptus diameter 10-12mm Australia 20x2.5x400m Australia 25x2.5x400m Australia 30x2.5x400m Australia 7x5 Shashemena 7x5 Fashal Board Australia m2 PC PC PC Ml. Ml. PC PC PC PC PC PC 1,800.00 117.40 347.83 460.87 40.00 60.00 186.96 230.43 281.74 140.00 117.39 200.00 2,070.00 135.01 400.00 530.00 46.00 69.00 215.00 265.00 324.00 161.00 135.00 230.00
CORRUGATED IRON SHEET 36 37 38 Gauge 28 Gauge 30 Gauge 32 PC PC PC 250.00 220.00 200.00 287.50 253.00 230.00
39
Gauge 35
PC
190.00
218.50
CERAMIC WALL AND FLOOR TILE 40 41 42 43 44 45 46 47 48 49 Terazzo 40x40x3 Terazzo Zokolo 45x10x2 Marble 1.2x34x2 Marble Zokolo 240x10x2 Marble window Sill 248x29x3 Marble window Raiser 40x15x2 Marble window Tread 120x30x3 Ceramic for wall 20x30x6mm Plastic Tile 30x30x2mm PVC Skerting m2 m2 m2 m m2 m2 m2 m2 m2 m 414.78 396.52 721.74 108.70 913.04 721.74 913.04 143.46 140.00 15.00 477.00 456.00 830.00 125.00 1,050.00 830.00 1,050.00 164.98 161.00 17.25
PAINT 50 51 Plastic Paint Quartiz Paint Gal 129.14 148.51 431.25
16lit 375.00
HOLLOW CONCRETE BLOCK 52 53 54 55 20cm thick 15cm thick 10cm thick Bricks PC PC PC PC 9.00 8.00 7.00 2.50 10.35 9.20 8.05 2.88
Marble Wolega Marble 56 57 58 a) 1cm. thick b) 2cm. thick c) 3cm. thick m2 m2 m2 550.00 750.00 1,050.00 632.50 862.50 1,207.50
GLAZING MATERIALS 59 60 Glass 3mm thick Glass 4mm thick m2 m2 160.00 200.00 184.00 230.00
ALUMINUM MATERIALS 61 62 63 64 65 66 67 Aluminum normal hand rail Aluminum partition wall Aluminum suspended ceiling Aluminum Door and Windows Angle Iron 40x40x2.5mm Angle Iron 40x40x3.0mm Angle Iron 30x30x3.0mm m2 m2 m2 m2 ml ml ml 2,200.00 1,750.00 1,750.00 1,750.00 45.00 50.67 41.67 2,530.00 2,012.50 2,012.50 2,012.50 51.75 58.27 47.92
SANITARY FITTINGS 68 69 70 71 Hand Wash Turkishi WC Kitchen Sink Shower Tray Size 700x700mm No No No No 1,800.00 2,595.65 950.00 600.00 2,070.00 2,985.00 1,092.50 690.00
72 73 74 75 76 77 78 79 80 81 82 83 84 85 86
Shower Try Litre Water Heater Water Heater 80 litter Water Heater 50 litter Soap holder Toilet paper holder Towel hanger Floor drain 10 x10cm Water Tanker 25,000 lit Water Tanker 10,000 lit Water Tanker 5,000 lit Water Tanker 7,000 lit Water Tanker 4,000 lit Water Tanker 3,000 lit GS-Pipes 50mm
No No No No No No No No No No No No No No No
1,939.13 3,820.00
2,230.00 4,393.00 0.00 0.00
186.96 186.96 186.96 95.00 47,600.00 18,000.00 9,700.00 12,000.00 8,500.00 6,600.00 826.09
215.00 215.00 215.00 109.25 54,740.00 20,700.00 11,155.00 13,800.00 9,775.00 7,590.00 950.00
PP-R pipes
87 88 89
PP-R pipes 25mm PP-R pipes 40mm PP-R pipes 50mm
ml ml ml
300.00 580.00 850.00
345.00 667.00 977.50
BRONZE GATE VALVE 90 Bronze Gate Valves 25mm No 380.00 437.00
91 92
Bronze Gate Valves 32mm Bronze Gate Valves 50mm
No No
600.00 899.00
690.00 1,033.85
ELECTROMECHANICAL ITEMS & FITTINGS 93 94 95 96 97 98 99 100 101 Flourescent 2 Lamps 36W Louver 10A single pole 10A 2way pole 10A triple pole socket fitting 400W control gear Tele point Tele outlet RJ 11 No. No. No. No. No. No. No. No. No. 1,920.00 135.00 155.00 196.00 165.00 950.00 7,800.00 194.00 135.00 2,208.00 155.25 178.25 225.40 189.75 1,092.50 8,970.00 223.10 155.25
ELECTRICAL WIRE Insulated Copper Wire 102 103 104 105 106 107 1x2.5mm2 (Differnet Color) 1x4mm2 (Differnet Color) 2x4mm2 (Differnet Color) 4x4mm2 (Differnet Color) 4x10mm2 (Differnet Color) 1x25mm2 STANDARD (1x1000) Roll 615.50 Roll 965.00 Ml. Ml. Ml. Ml. 27.75 48.14 119.74 241.54 0.00 707.83 1,109.75 31.91 55.36 137.70 277.77
Others
108 109 110 111
Computer Type A (core i3/500gb) Computer Type B (core i3/500gb) HP Printer 2055d Hand GPS /Garmine 72
No. No. No. No.
11,320.00 12,500.00 7,950.00 4,610.00
13,018.00 14,375.00 9,142.50 5,301.50
Construction Machinery in Ethiopia
Machinery Who can think of 21st century construction without equipments and machineries? Your reliable page to obtain updated information! We have included prices in Addis only. No question to provide additional information on other cities of the country sooner. NB: Consider for Fuel Price 17.46 and for Benzene 19.44 If your need is not in list below Make a Request
Fuel Cost Current Market w/out fuel Current Market with fuel
Item
Equipment Type
Make Model or Supplier
Remark
I. Earth Work Equipment
1 2 3 4 5 6 7 8 9
Dozer D9N Dozer D8R Dozer D7R Grader 14 H Grader 140 H Track Type Loader Wheel Loader Wheel Loader Dumper
CAT - D9N CAT - D8R CAT - D74 CAT - 14G CAT 140G 210 HP 250 HP 200 HP 1 m3
781.20 694.40 520.80 381.92 347.20 381.92 381.92 347.20 86.80
1,739.13 1,600.00 1,150.00 1,300.00 1,200.00 700.00 600.00 550.00 100.00
2,520.33 2,294.40 1,670.80 1,681.92 1,547.20 1,081.92 981.92 897.20 186.80
10
Track Type Excavator Track Type Excavator with rock breaker Backhoe Excavator Vibratory Compactor Vibratory Compactor Hand Tamper Crushing plant Crushing plant Generator Generator Driller Jack Hammer Sand Washing Machine Air Compressor Pneumatic tyred roller Sheep's foot roller, 14Ton
II. Hauling Equipment
200 HP
381.92
750.00
1,131.92
11 12 13 14 15 16 17 18 19 20 21 22 23 24
200 HP 120 Hp 8-10 ton 10-12 ton
381.92 312.48 182.28 243.04
1,000.00 350.00 450.00 550.00 120.00
1,381.92 662.48 632.28 793.04 120.00 3,715.20 5,236.00 1,147.20 873.60 2,381.92 300.00 120.00 407.20 797.20 /day /day
75 ton 120 ton 90 kw 45 kw
1,215.20 1,736.00 347.20 173.60 381.92
2,500.00 3,500.00 800.00 700.00 2,000.00 300.00 120.00
347.20
Estimate
60.00 450.00
347.20 347.20
25
Estimate
500.00
847.20
1 2 3 4 5 6 7 8
Dump Truck 14m Dump Truck 9m
3
3
Nissan Nissan Nissan Volvo .Toyota Toyota Estimate
312.48 277.76 260.40 694.40 694.40 121.52 104.16 590.24
280.00 200.00 250.00 120.00 2,200.00 750.00 500.00 850.00
592.48 477.76 510.40 814.40 2,894.40 871.52 604.16 1,440.24 /day /day
Water Truck 13,000 Lit. Truck with trailer 20t. Lowbed, 40 ton Station wagon 4 WD Pick up 4 WD Mobile Crane
III. Concrete Machine
1 2 3
Concrete mixer 750/500 lts Concrete mixer 300lt lts
Estimate Estimate Estimate
48.60 38.88 17.36
45.00 30.00 25.00
93.60 68.88 42.36
Concrete vibrator Concrete vibrator (small) Bar bend. & Cutting Hand Tools
IV. Other Equipments
4 5 6
Estimate Estimate
19.44
20.00 15.00 2.01
39.44 15.00 2.01
1 2 3
Hand drill Centrifugal W/Pump Water Tanker
V. Pavement Equipment
Estimate Estimate
25.00 52.08 25.00 1.00
25.00 77.08 1.00
1 2 3 4 5 6
Asphalt Plant Asphalt Kittle Power Broom Aspalt Paver Asphalt Distributer Aggregate Spreader Stationary Asphalt Heater Generator Concrete Plant 434.00 86.80 86.80 416.64 416.64
3,500.00 250.00 50.00 4,000.00 280.00 2,500.00
3,500.00 684.00 136.80 4,086.80 696.64 2,916.64
7 8 9
173.60 1,388.80
800.00 1,200.00 1,200.00
973.60 2,588.80 1,200.00
Road Item Engineering Estimates
We believe we can add reliable information on your preparation of reasonable bidding quotation. We give you a reference “current” reasonable price (All material, labor and equipment base price preferred in Addis). Each item will update every month and We consider 30% profit for unite rate listed but if you need the break down please don‟t hesitate to contact us we will provide you all the information for free.
NB: this cost is only for your reference, we will not be liable to any outcome and we recommend you not to use this unit rates as your bidding price/rate. If your need is not in list below Make a Request Bill No. 1 - General This Division covers matters, which relate to the construction work as a whole. Definitions, phrases or wording, which would otherwise require repetition in other Divisions of the Specifications, are also covered by clauses in this Division. [ERA 2002] Bill Item Description No. Bill No.1 - General 1200 12.01 12.02 General Requirements and Provisions STD and HIV/AIDS alleviation measures during the PS period allowed for completion of the Works Contractor‟s charges and profit associated with administration of the above Item 12.01 Temporary facilities Furnished Office Accommodation Transport (vehicles) Laboratory with equipments Surveying Instrument Radio Communication 24.03 14.01 Office building complete as specified and including LS furniture and office equipment Laboratory building complete as specified and including furniture and equipment Services month 1 273,334.96 month 4 month 4 month 4 month 4 month 4 month 4 317,250.00 372,600.00 896,184.00 283,932.00 147,150.00 40,500.00 % 35% Unit Quantity Rate
Amount (B
1,269,00
1,490,40
3,584,73
1,135,72
588,6
162,0
2,499,2
14.02
LS
3,564
14.04
14.04(b) Maintenance & Service for Office & Laboratories 14.05 Vehicle for Engineer's Staff
273,
14.05(b) Provide Vehicle type B
No
1
148,500.00
148,
Provision of fuel, lubricants and servicing, maintenance, repair of vehicles for the Engineer and his staffs Fuel and lubricants, maintenance, insurance, for type veh14.06(b) B vehicle, month 14.06 Building, House Type, Complete, as specified, including fixtures and equipment a) Type A housing b) Type B housing c) Type C housing (dormitory building) d) Type D housing (Kitchen and mess building) e) Type E housing (service quarters building) Services for Residential accommodation(s) Survey equipment (a) Provide surveying equipment with all accessories (b) Provision of service and maintenance of all equipment Items measured by number (a) Air conditioning unit Communication Radio i) Provide all stationary and mobile radio Additional Testing (i) Laboratory testing to be carried out in external laboratory, as odered by the Engineer (ii) Allow percentage on-cost to invoiced amounts for laboratory testing under Item 14.17(i) 1500 15.01 Traffic Management Construction, Repair and Maintenance of temporary LS diversions and Accommodating traffic Carried forward to Grand Summary 1 PS %
1
15,390.00
15,
14.09
No No No No No
1 1 1 1
883,575.00 2,835,000.00 567,000.00 567,000.00 410,001
883, 2,835 567, 567,
14.13 14.15
month 1
410,
L.S Month 1
1,101,184.88 1,101.18
1,101
1,
14.12 14.16
No LS
1
5,500.00 714,681.90
5,
714,
14.17
1.00 35%
37,954,264.15
37,954
59,770,77
Bill No. 2 - Clearing and Grubbing This Division covers the clearing of the Site and grubbing necessary for the construction of the Works covered by the Contract, in accordance with these Specifications, and the removal and disposal of materials resulting from clearing and grubbing. This work shall also include the preservation from injury or defacement of all vegetation and objects designated to remain. [ERA 2002] Bill Item No. Description 201.01 Clearing and grubbing Unit Quantity Rate ha 1.00 38,975.92
Amount (Birr
38,975.9
21.05
Removal and grabbing of large trees and tree stumps
No 1.00
2,500.00
2,500.0
21.04
Removal and storage of selected vegetation
PS
35%
Carried forward to Grand Summary
41,4
Bill No. 3 - Drainage "Scope This Division covers all work in connection with the excavation and construction of open drains, subsoil (Sub surface) drainage and banks and dykes at the locations and to the sizes, shapes, grades and dimensions as shown on the drawings or as directed by the engineer, and the test flushing of subsoil drains. It also covers the cleaning of open drains and the repairing of subsoil (Sub surface) drainage. In special circumstances this work may be executed outside the road reserve. It also covers the clearing of existing culverts, including amongst others the removal of all undesirable materials that have accumulated in and around Inlet and outlet structures and in the barrels of the culverts. [ERA 2002]" Bill Item No. Description 31.01 32.01 32.01a(iv) 32.01(b) Drains Excavations; Soft material irrespective of depth excavation of hard material irrespective of depth m3 1 m3 1 41.11 259.17 41.11 259.17 Unit Quantity Rate
Amount
32.02 32.02(a) 32.02(b)
Backfilling Using excavated material Using imported selected granular material m3 1 m3 1 191.73 336.71 191.73 336.71
32.03 32.03(ii)(1) 32.03(ii)(2) 32.03(ii)(3) 32.03(ii)(4)
Concrete pipe culverts Concrete pipe on Class B bedding, nominal diameter 760mm Concrete pipe on Class B bedding, nominal diameter 910mm Concrete pipe on Class B bedding, nominal diameter 1060mm Concrete pipe on Class B bedding, nominal diameter 1220mm Cocrete curb Masonry gutter with a cross section of (0.8*0.85) Cast Insitu concrete and formwork Class C concrete including formworks Class A concrete including formworks Steel reinforcement High tensile steel reinforcement in Culverts (Grade 60) Stone Pitching Riprap Packed Riprap Stone Masonary Walls Dry stone masonary walls Cement mortared stone walls, Class 'B'
Lm 1 Lm 1 Lm 1 Lm 1 Lm 1 Lm 1 m3 1 m3 1
3,056.40 3,056.40 2,987.48 2,987.48 3,965.51 3,965.51
4,928.11 4,928.11 425.89 425.89 2,211.25 2,211.25
32.07 32.07(b) 32.07(g) 32.10 32.10(b) 34(01) 34.02 (a) 34.03 34.03(a) 34.03(b)
2,859.03 2,859.03
3,271.38 3,271.38
ton 1 m3 1 m3 1
41,443.71 41,443.7 376.71 341.47 376.71 341.47
34.01(b)(II) Grouted Rubble Pavedwaterway
m3 m3 1
1,270.45 1,270.45 0.00
Carried forward to Grand Summary
4,461,52
Bill No. 4 - Earthworks This Division covers all work in connection with the preparation of the road bed, prior to the construction of the embankments or capping layers, and the preparation of the sub-grade prior to the construction of the pavement layers. [ERA 2002]"
Bill Item No. 41.01 (b) 41.03(b) 42.01 42.01a(ii) 42.01(c) 42.03 42.03(a) 42.03(b) 42.03(c) 44.05 44.05(a) 44.05(b) 45.01
Description Removal of unsuitable material In layer thickness exceeding 200mm Road Bed Preparation Compaction to 93% of modified AASHTOdensity Cut and Borrow to Fill : Cut and borrow to fill, compaction to 95% AASHTO T-180 Rock (hard) to fill Cut to Spoil material obtained from: Common (normal) Excavation Intermediate Excavation Rock (hard) Excavation Improved subgrade Improved Subgrade G20 Improved Subgrade G7 Furrow ditch Carried forward to Grand Summary
Unit Quantity Rate
Amount (Bir
m3 1.00 m2 1.00
78.08 37.63
m3 1.00 m3 1.00
141.97 380.72
m3 1.00 m3 1.00 m3 1.00 m3 1.00 m3 1.00 lm 1.00
70.57 155.21 269.33 214.29 194.67 51.13
1,5
Bill No. 5 - Subbase, Roadbase and Gravel Wearing Course "5101 SCOPE This Division covers the specification of materials for, and the construction of, sub-base pavement layers including the in-situ recycling of existing pavements. [ERA 2002]" Bill Item No. 5400 51.01(a)i 52.01(b)I Description GRANULAR COURSES Gravel subbase layer, 97% MDD, AASHTO T-180 m3 1.00 1.00 Unit Quantity Rate
Amo (Birr
279.87 279.
Crushed Aggregate Base course compacted to 98% of m3 modified AASHTO density Carried forward to Grand Summary
750.36 750.
Bill No. 6 - Bituminous Surfacing "6101 SCOPE This Division covers the application of a bituminous prime coat to a prepared pavement layer. [ERA 2002]" Bill Item No. Description 6000 6100 61.01 (a) 6400 BITUMINOUS SURFACING Bituminous prime coat Prime coat MC-30 cutback bitumen Bituminous Road Bases and Surfacing surface treament 50mm Asphaltic surfacing with (penetration grade 60/70 bitumen Continous grading (medium) surfacing of Bridge deck Carried forward to Grand Summary m2 1.00 Unit Quantity Rate
Amoun
m2 1.00 . m2
31.25 31.25
1.00 124.73 124.73
64.02 (a) 6700
217.93 217.93
Bill 7 - RIGID (CONCRETE) PAVEMENT "7101 SCOPE This Division covers the construction of a surface course of Portland cement concrete, with or without reinforcement, and includes, inter alia, the specifications for materials, the placing and compacting of concrete, applying the surface texture, and constructing the joints. [ERA 2002]" Bill Item Description No. 8000 STRUCTURES 81.02 (a) i ii (b) Excavation for Structures Excavation of soft material situated in the following successive ranges: 0m to 2m 2m to 4m Excavation of hard (rock) material irrespective of depth m3 m
3
Unit Quantity Rate
Amou (Birr)
1.00 1.00 1.00
225.93 195.93 467.47
225.9
195.9
m3
467.4
81.05 (a) (b) (b)i (b)ii (b)iii
Backfilling to Excavation Using excavated material Using imported material granular material hand laid rock fill material between wing walls hand laid Riprap on exposed face of backfill m3 m m
3 3
1.00 1.00 1.00
330.60 417.77 417.77
330.6
417.7
m3 m3 1.00 341.47
82.02 (a) i ii (b) i
Formwork for indicated class of finish conecrete footing of abutments and wing walls conecrete footing of abutments and wing walls soffit of concrete deck slab Cast Insitu concrete and formwork side walks in main slab,Visible part of girder,on abutment m2 1.00 m2 m2 1.00 1.00
83.01 (a) (b)
Steel reinforcement for structure (i) Mild steel bars (Grade 300) (ii) High yield stress steel bars (Grade 420)
ton ton
1.00 1.00
38,461.19 38,46
39,878.69 39,87
84.01 (a) (b)
Cast in situ concrete (a) Class C-25 in all superstructure parts, abutument & wing wall foundations and walklways (b) Class C-20 in abutument &wingwalls footing pads m3 m3 1.00 1.00
5,138.99 5,138 0.00
87.03 (c) 87.07 87.19
Bearings Elastomer Bearing Concrete parapets Drainage pipes and weep holes
No. 1.00 m 1.00
4,914.25 4,914
1,782.41 1,782
(a) (b) 89.01 (a)
Drainage pipes (20 cm internal dia pvc) weep hole Stone Masonry Walls Cement-mortared stone masonry walls (Class A)
m/No 1.00 m/No 1.00
0.00
m3
1.00
1,419.59 1,419
Carried forward to Grand Summary
Bill No. 8 - Structures "8101 SCOPE This Division provides specifications for the construction of foundations for structures including bridges, retaining walls, box and slab culverts etc. It provides in particular specifications for excavation, and back filling and for the construction of the foundation it self as well as the pile capping slabs or the caisson cover slabs. [ERA 200]" Bill Item Description No. 8000 STRUCTURES 81.02 (a) Excavation for Structures Excavation of soft material situated in the following successive ranges: Irrespective of Depth Excavation of hard (rock) material irrespective of depth Backfilling to Excavation Using excavated material imported granular material hand laid rock fill material between wing walls hand laid Riprap on exposed face of backfill Formwork for indicated class of finish conecrete footing of abutments and wing walls conecrete footing of abutments and wing walls soffit of concrete deck slab Cast Insitu concrete and formwork m2 m2 Unit Quantity Rate
Amou (Birr)
m3 m3
1 1.00
195.93 467.47
195.9
(b) 81.05 (a) (b)i (b)ii (b)iii 82.02 (a) i ii (b)
467.4
m3 m3 m3 m
3
1.00 1.00 1.00 1.00
330.60 417.77 341.47 341.47
330.6 417.7
341.4
341.4
i 83.01 (a) (b) 84.01 (a) (b) 87.03 (c) 87.07 87.19 (a) 89.01 (a)
side walks in main slab,Visible part of girder,on abutment Steel reinforcement for structure (i) Mild steel bars (Grade 300) (ii) High yield stress steel bars (Grade 420) Cast in situ concrete (a) Class C-30 in all superstructure parts, abutument & wing wall foundations and walklways (b) Class C-20 in abutument &wingwalls footing pads Bearings Elastomer Bearing Concrete parapets Drainage pipes and weep holes Drainage pipes (20 cm internal dia pvc) Stone Masonry Walls Cement-mortared stone masonry walls (Class B)
m2
482.99
ton ton
1.00 38,461.19 38,46 1.00 39,878.69 39,87
m3 m3
1.00 1.00
5,138.99 5,138
3,815.05 3,815
No. 1.00 lm 1.00
13,936.25 13,93
2,139.11 2,139
m/No 1.00
200.00
200.0
m3
1.00
1,419.59 1,419
Carried forward to Grand Summary
Bill No. 9 - Ancillary Works "9101 SCOPE This Division covers the construction of gabion walls and aprons for the construction of retaining walls, lining of channels, revetments, and other anti-erosion structures in accordance with the details shown in the Contract." Bill Item No. 9000 91.01 91.01(a) Description ANCILLARY WORKS Gabions (a) Gabion boxes 1m by 1m cube with galvanized wire mesh m3 1.00 1,364.51 1,364.51 Unit Quantity Rate Amount (Birr)
92.01 (a) (c)
Delineators, markers and kilometer posts Delineator posts/guidepost, reinforced concrete no. 1.00 Kilometer posts, cement concrete Sign faces with painted background, symbols, lettering and borders in Engineering grade retroreflective material with signboard constructed from: Sign face with area not exceeding 2.0 sq.m fixed no. 1.00 on post Sign face with area exceeding 2.0 sq.m but not exceeds 10 sq.m fixed on post Sign supports: Sign Support/Sign post, Class „A‟ concrete Road Sign Footing Excavation for footing of Sign Support m3 1.00 m3 1.00 m3 1.00 41.11 336.71 41.11 336.71 no. 1.00 1,008.15 1,008.15 no. 1.00 1,039.61 1,039.61 12,475.32 12,475.32 no. 1.00 364.60 364.60 364.60 364.60
94.01
94.01(a)i 94.01(a)ii 94.02 94.02(a) 94.03 94.03 (a)
94.03 (b) Backfilling for footing of Sign Support 94.03 (c) 9500 Class „A‟ concrete for footing of road sign support Road Traffic Markings and Road Studs
3,056.75 3,056.75
95.01(a) i White unbroken 10cm line 95.01(a) ii white broken (2.5m dash, 7.5m gap) 10cm line 95.01(b) 9900 99.01(a) Yellow unbroken 10cm line SIDEWALK Concrete tiles of 50mm thick including the necessary jointing works Carried forward to Grand Summary
Km. 1.00 Km. 1.00 Km. 1.00
5,459.44 5,459.44 3,546.81 3,546.81 5,459.44 5,459.44
m2 1.00
152.84
152.84
This page is dedicated to provide customers reliable information for your construction material need. It is possible to say “current price” in the midst of such unstable price fluctuated market. We are working day and night to get a hold of its true price at least weekly for your satisfaction. If you looking for material cost which are not in the list don‟t worry just contact us we will provide you for free. If your need is not in list below Make a Request Item No Type of material 1 2 3 4 5 6 7 8 9 10 11 12 13 Cement OPC Cement PPC Sand Stone Selected material Red ash Pumice Aggregate 01 Aggregate 02 Bitument 70 MC-3000 MC-30 Water REINFORCEMENT 14 15 16 17 18 Dai 6 Dai 8 Dai 10 Dai 12 Dai 14 kg kg kg kg kg 21.50 19.46 18.45 20.97 19.01 24.73 22.38 21.22 24.12 21.86 Unit Selling price w/t VAT qnt qnt m3 m3 m3 m3 m3 m3 m3 MT MT MT m3 220.00 160.00 425.00 300.00 35.00 60.00 85.00 320.00 360.00 34,500.00 33,000.00 33,000.00 1.75
Selling price w V 253.00 184.00 488.75 345.00 40.25 69.00 97.75 368.00 414.00 39,675.00 37,950.00 37,950.00 2.01
19 20 21 22 23
Dai 16 Dai 20 Dai 24 Tie wire 1.5mm Tie wire 2.5mm
kg kg kg kg kg
20.98 19.10 19.58 29.00 29.00
24.12 21.96 22.52 33.35 33.35
WOODEN PRODUCTS 24 25 26 27 28 29 30 31 32 33 34 35 Wooden door Plywood 1220*2440*8mm Plywood 1220*2440*8mm Plywood Formwork 1220*2440*12mm Eucalyptus diameter 8-10mm Eucalyptus diameter 10-12mm Australia 20x2.5x400m Australia 25x2.5x400m Australia 30x2.5x400m Australia 7x5 Shashemena 7x5 Fashal Board Australia m2 PC PC PC Ml. Ml. PC PC PC PC PC PC 1,800.00 117.40 347.83 460.87 40.00 60.00 186.96 230.43 281.74 140.00 117.39 200.00 2,070.00 135.01 400.00 530.00 46.00 69.00 215.00 265.00 324.00 161.00 135.00 230.00
CORRUGATED IRON SHEET 36 37 38 Gauge 28 Gauge 30 Gauge 32 PC PC PC 250.00 220.00 200.00 287.50 253.00 230.00
39
Gauge 35
PC
190.00
218.50
CERAMIC WALL AND FLOOR TILE 40 41 42 43 44 45 46 47 48 49 Terazzo 40x40x3 Terazzo Zokolo 45x10x2 Marble 1.2x34x2 Marble Zokolo 240x10x2 Marble window Sill 248x29x3 Marble window Raiser 40x15x2 Marble window Tread 120x30x3 Ceramic for wall 20x30x6mm Plastic Tile 30x30x2mm PVC Skerting m2 m2 m2 m m2 m2 m2 m2 m2 m 414.78 396.52 721.74 108.70 913.04 721.74 913.04 143.46 140.00 15.00 477.00 456.00 830.00 125.00 1,050.00 830.00 1,050.00 164.98 161.00 17.25
PAINT 50 51 Plastic Paint Quartiz Paint Gal 129.14 148.51 431.25
16lit 375.00
HOLLOW CONCRETE BLOCK 52 53 54 55 20cm thick 15cm thick 10cm thick Bricks PC PC PC PC 9.00 8.00 7.00 2.50 10.35 9.20 8.05 2.88
Marble Wolega Marble 56 57 58 a) 1cm. thick b) 2cm. thick c) 3cm. thick m2 m2 m2 550.00 750.00 1,050.00 632.50 862.50 1,207.50
GLAZING MATERIALS 59 60 Glass 3mm thick Glass 4mm thick m2 m2 160.00 200.00 184.00 230.00
ALUMINUM MATERIALS 61 62 63 64 65 66 67 Aluminum normal hand rail Aluminum partition wall Aluminum suspended ceiling Aluminum Door and Windows Angle Iron 40x40x2.5mm Angle Iron 40x40x3.0mm Angle Iron 30x30x3.0mm m2 m2 m2 m2 ml ml ml 2,200.00 1,750.00 1,750.00 1,750.00 45.00 50.67 41.67 2,530.00 2,012.50 2,012.50 2,012.50 51.75 58.27 47.92
SANITARY FITTINGS 68 69 70 71 Hand Wash Turkishi WC Kitchen Sink Shower Tray Size 700x700mm No No No No 1,800.00 2,595.65 950.00 600.00 2,070.00 2,985.00 1,092.50 690.00
72 73 74 75 76 77 78 79 80 81 82 83 84 85 86
Shower Try Litre Water Heater Water Heater 80 litter Water Heater 50 litter Soap holder Toilet paper holder Towel hanger Floor drain 10 x10cm Water Tanker 25,000 lit Water Tanker 10,000 lit Water Tanker 5,000 lit Water Tanker 7,000 lit Water Tanker 4,000 lit Water Tanker 3,000 lit GS-Pipes 50mm
No No No No No No No No No No No No No No No
1,939.13 3,820.00
2,230.00 4,393.00 0.00 0.00
186.96 186.96 186.96 95.00 47,600.00 18,000.00 9,700.00 12,000.00 8,500.00 6,600.00 826.09
215.00 215.00 215.00 109.25 54,740.00 20,700.00 11,155.00 13,800.00 9,775.00 7,590.00 950.00
PP-R pipes
87 88 89
PP-R pipes 25mm PP-R pipes 40mm PP-R pipes 50mm
ml ml ml
300.00 580.00 850.00
345.00 667.00 977.50
BRONZE GATE VALVE 90 Bronze Gate Valves 25mm No 380.00 437.00
91 92
Bronze Gate Valves 32mm Bronze Gate Valves 50mm
No No
600.00 899.00
690.00 1,033.85
ELECTROMECHANICAL ITEMS & FITTINGS 93 94 95 96 97 98 99 100 101 Flourescent 2 Lamps 36W Louver 10A single pole 10A 2way pole 10A triple pole socket fitting 400W control gear Tele point Tele outlet RJ 11 No. No. No. No. No. No. No. No. No. 1,920.00 135.00 155.00 196.00 165.00 950.00 7,800.00 194.00 135.00 2,208.00 155.25 178.25 225.40 189.75 1,092.50 8,970.00 223.10 155.25
ELECTRICAL WIRE Insulated Copper Wire 102 103 104 105 106 107 1x2.5mm2 (Differnet Color) 1x4mm2 (Differnet Color) 2x4mm2 (Differnet Color) 4x4mm2 (Differnet Color) 4x10mm2 (Differnet Color) 1x25mm2 STANDARD (1x1000) Roll 615.50 Roll 965.00 Ml. Ml. Ml. Ml. 27.75 48.14 119.74 241.54 0.00 707.83 1,109.75 31.91 55.36 137.70 277.77
Others
108 109 110 111
Computer Type A (core i3/500gb) Computer Type B (core i3/500gb) HP Printer 2055d Hand GPS /Garmine 72
No. No. No. No.
11,320.00 12,500.00 7,950.00 4,610.00
13,018.00 14,375.00 9,142.50 5,301.50
Construction Machinery in Ethiopia
Machinery Who can think of 21st century construction without equipments and machineries? Your reliable page to obtain updated information! We have included prices in Addis only. No question to provide additional information on other cities of the country sooner. NB: Consider for Fuel Price 17.46 and for Benzene 19.44 If your need is not in list below Make a Request
Fuel Cost Current Market w/out fuel Current Market with fuel
Item
Equipment Type
Make Model or Supplier
Remark
I. Earth Work Equipment
1 2 3 4 5 6 7 8 9
Dozer D9N Dozer D8R Dozer D7R Grader 14 H Grader 140 H Track Type Loader Wheel Loader Wheel Loader Dumper
CAT - D9N CAT - D8R CAT - D74 CAT - 14G CAT 140G 210 HP 250 HP 200 HP 1 m3
781.20 694.40 520.80 381.92 347.20 381.92 381.92 347.20 86.80
1,739.13 1,600.00 1,150.00 1,300.00 1,200.00 700.00 600.00 550.00 100.00
2,520.33 2,294.40 1,670.80 1,681.92 1,547.20 1,081.92 981.92 897.20 186.80
10
Track Type Excavator Track Type Excavator with rock breaker Backhoe Excavator Vibratory Compactor Vibratory Compactor Hand Tamper Crushing plant Crushing plant Generator Generator Driller Jack Hammer Sand Washing Machine Air Compressor Pneumatic tyred roller Sheep's foot roller, 14Ton
II. Hauling Equipment
200 HP
381.92
750.00
1,131.92
11 12 13 14 15 16 17 18 19 20 21 22 23 24
200 HP 120 Hp 8-10 ton 10-12 ton
381.92 312.48 182.28 243.04
1,000.00 350.00 450.00 550.00 120.00
1,381.92 662.48 632.28 793.04 120.00 3,715.20 5,236.00 1,147.20 873.60 2,381.92 300.00 120.00 407.20 797.20 /day /day
75 ton 120 ton 90 kw 45 kw
1,215.20 1,736.00 347.20 173.60 381.92
2,500.00 3,500.00 800.00 700.00 2,000.00 300.00 120.00
347.20
Estimate
60.00 450.00
347.20 347.20
25
Estimate
500.00
847.20
1 2 3 4 5 6 7 8
Dump Truck 14m Dump Truck 9m
3
3
Nissan Nissan Nissan Volvo .Toyota Toyota Estimate
312.48 277.76 260.40 694.40 694.40 121.52 104.16 590.24
280.00 200.00 250.00 120.00 2,200.00 750.00 500.00 850.00
592.48 477.76 510.40 814.40 2,894.40 871.52 604.16 1,440.24 /day /day
Water Truck 13,000 Lit. Truck with trailer 20t. Lowbed, 40 ton Station wagon 4 WD Pick up 4 WD Mobile Crane
III. Concrete Machine
1 2 3
Concrete mixer 750/500 lts Concrete mixer 300lt lts
Estimate Estimate Estimate
48.60 38.88 17.36
45.00 30.00 25.00
93.60 68.88 42.36
Concrete vibrator Concrete vibrator (small) Bar bend. & Cutting Hand Tools
IV. Other Equipments
4 5 6
Estimate Estimate
19.44
20.00 15.00 2.01
39.44 15.00 2.01
1 2 3
Hand drill Centrifugal W/Pump Water Tanker
V. Pavement Equipment
Estimate Estimate
25.00 52.08 25.00 1.00
25.00 77.08 1.00
1 2 3 4 5 6
Asphalt Plant Asphalt Kittle Power Broom Aspalt Paver Asphalt Distributer Aggregate Spreader Stationary Asphalt Heater Generator Concrete Plant 434.00 86.80 86.80 416.64 416.64
3,500.00 250.00 50.00 4,000.00 280.00 2,500.00
3,500.00 684.00 136.80 4,086.80 696.64 2,916.64
7 8 9
173.60 1,388.80
800.00 1,200.00 1,200.00
973.60 2,588.80 1,200.00
Road Item Engineering Estimates
We believe we can add reliable information on your preparation of reasonable bidding quotation. We give you a reference “current” reasonable price (All material, labor and equipment base price preferred in Addis). Each item will update every month and We consider 30% profit for unite rate listed but if you need the break down please don‟t hesitate to contact us we will provide you all the information for free.
NB: this cost is only for your reference, we will not be liable to any outcome and we recommend you not to use this unit rates as your bidding price/rate. If your need is not in list below Make a Request Bill No. 1 - General This Division covers matters, which relate to the construction work as a whole. Definitions, phrases or wording, which would otherwise require repetition in other Divisions of the Specifications, are also covered by clauses in this Division. [ERA 2002] Bill Item Description No. Bill No.1 - General 1200 12.01 12.02 General Requirements and Provisions STD and HIV/AIDS alleviation measures during the PS period allowed for completion of the Works Contractor‟s charges and profit associated with administration of the above Item 12.01 Temporary facilities Furnished Office Accommodation Transport (vehicles) Laboratory with equipments Surveying Instrument Radio Communication 24.03 14.01 Office building complete as specified and including LS furniture and office equipment Laboratory building complete as specified and including furniture and equipment Services month 1 273,334.96 month 4 month 4 month 4 month 4 month 4 month 4 317,250.00 372,600.00 896,184.00 283,932.00 147,150.00 40,500.00 % 35% Unit Quantity Rate
Amount (B
1,269,00
1,490,40
3,584,73
1,135,72
588,6
162,0
2,499,2
14.02
LS
3,564
14.04
14.04(b) Maintenance & Service for Office & Laboratories 14.05 Vehicle for Engineer's Staff
273,
14.05(b) Provide Vehicle type B
No
1
148,500.00
148,
Provision of fuel, lubricants and servicing, maintenance, repair of vehicles for the Engineer and his staffs Fuel and lubricants, maintenance, insurance, for type veh14.06(b) B vehicle, month 14.06 Building, House Type, Complete, as specified, including fixtures and equipment a) Type A housing b) Type B housing c) Type C housing (dormitory building) d) Type D housing (Kitchen and mess building) e) Type E housing (service quarters building) Services for Residential accommodation(s) Survey equipment (a) Provide surveying equipment with all accessories (b) Provision of service and maintenance of all equipment Items measured by number (a) Air conditioning unit Communication Radio i) Provide all stationary and mobile radio Additional Testing (i) Laboratory testing to be carried out in external laboratory, as odered by the Engineer (ii) Allow percentage on-cost to invoiced amounts for laboratory testing under Item 14.17(i) 1500 15.01 Traffic Management Construction, Repair and Maintenance of temporary LS diversions and Accommodating traffic Carried forward to Grand Summary 1 PS %
1
15,390.00
15,
14.09
No No No No No
1 1 1 1
883,575.00 2,835,000.00 567,000.00 567,000.00 410,001
883, 2,835 567, 567,
14.13 14.15
month 1
410,
L.S Month 1
1,101,184.88 1,101.18
1,101
1,
14.12 14.16
No LS
1
5,500.00 714,681.90
5,
714,
14.17
1.00 35%
37,954,264.15
37,954
59,770,77
Bill No. 2 - Clearing and Grubbing This Division covers the clearing of the Site and grubbing necessary for the construction of the Works covered by the Contract, in accordance with these Specifications, and the removal and disposal of materials resulting from clearing and grubbing. This work shall also include the preservation from injury or defacement of all vegetation and objects designated to remain. [ERA 2002] Bill Item No. Description 201.01 Clearing and grubbing Unit Quantity Rate ha 1.00 38,975.92
Amount (Birr
38,975.9
21.05
Removal and grabbing of large trees and tree stumps
No 1.00
2,500.00
2,500.0
21.04
Removal and storage of selected vegetation
PS
35%
Carried forward to Grand Summary
41,4
Bill No. 3 - Drainage "Scope This Division covers all work in connection with the excavation and construction of open drains, subsoil (Sub surface) drainage and banks and dykes at the locations and to the sizes, shapes, grades and dimensions as shown on the drawings or as directed by the engineer, and the test flushing of subsoil drains. It also covers the cleaning of open drains and the repairing of subsoil (Sub surface) drainage. In special circumstances this work may be executed outside the road reserve. It also covers the clearing of existing culverts, including amongst others the removal of all undesirable materials that have accumulated in and around Inlet and outlet structures and in the barrels of the culverts. [ERA 2002]" Bill Item No. Description 31.01 32.01 32.01a(iv) 32.01(b) Drains Excavations; Soft material irrespective of depth excavation of hard material irrespective of depth m3 1 m3 1 41.11 259.17 41.11 259.17 Unit Quantity Rate
Amount
32.02 32.02(a) 32.02(b)
Backfilling Using excavated material Using imported selected granular material m3 1 m3 1 191.73 336.71 191.73 336.71
32.03 32.03(ii)(1) 32.03(ii)(2) 32.03(ii)(3) 32.03(ii)(4)
Concrete pipe culverts Concrete pipe on Class B bedding, nominal diameter 760mm Concrete pipe on Class B bedding, nominal diameter 910mm Concrete pipe on Class B bedding, nominal diameter 1060mm Concrete pipe on Class B bedding, nominal diameter 1220mm Cocrete curb Masonry gutter with a cross section of (0.8*0.85) Cast Insitu concrete and formwork Class C concrete including formworks Class A concrete including formworks Steel reinforcement High tensile steel reinforcement in Culverts (Grade 60) Stone Pitching Riprap Packed Riprap Stone Masonary Walls Dry stone masonary walls Cement mortared stone walls, Class 'B'
Lm 1 Lm 1 Lm 1 Lm 1 Lm 1 Lm 1 m3 1 m3 1
3,056.40 3,056.40 2,987.48 2,987.48 3,965.51 3,965.51
4,928.11 4,928.11 425.89 425.89 2,211.25 2,211.25
32.07 32.07(b) 32.07(g) 32.10 32.10(b) 34(01) 34.02 (a) 34.03 34.03(a) 34.03(b)
2,859.03 2,859.03
3,271.38 3,271.38
ton 1 m3 1 m3 1
41,443.71 41,443.7 376.71 341.47 376.71 341.47
34.01(b)(II) Grouted Rubble Pavedwaterway
m3 m3 1
1,270.45 1,270.45 0.00
Carried forward to Grand Summary
4,461,52
Bill No. 4 - Earthworks This Division covers all work in connection with the preparation of the road bed, prior to the construction of the embankments or capping layers, and the preparation of the sub-grade prior to the construction of the pavement layers. [ERA 2002]"
Bill Item No. 41.01 (b) 41.03(b) 42.01 42.01a(ii) 42.01(c) 42.03 42.03(a) 42.03(b) 42.03(c) 44.05 44.05(a) 44.05(b) 45.01
Description Removal of unsuitable material In layer thickness exceeding 200mm Road Bed Preparation Compaction to 93% of modified AASHTOdensity Cut and Borrow to Fill : Cut and borrow to fill, compaction to 95% AASHTO T-180 Rock (hard) to fill Cut to Spoil material obtained from: Common (normal) Excavation Intermediate Excavation Rock (hard) Excavation Improved subgrade Improved Subgrade G20 Improved Subgrade G7 Furrow ditch Carried forward to Grand Summary
Unit Quantity Rate
Amount (Bir
m3 1.00 m2 1.00
78.08 37.63
m3 1.00 m3 1.00
141.97 380.72
m3 1.00 m3 1.00 m3 1.00 m3 1.00 m3 1.00 lm 1.00
70.57 155.21 269.33 214.29 194.67 51.13
1,5
Bill No. 5 - Subbase, Roadbase and Gravel Wearing Course "5101 SCOPE This Division covers the specification of materials for, and the construction of, sub-base pavement layers including the in-situ recycling of existing pavements. [ERA 2002]" Bill Item No. 5400 51.01(a)i 52.01(b)I Description GRANULAR COURSES Gravel subbase layer, 97% MDD, AASHTO T-180 m3 1.00 1.00 Unit Quantity Rate
Amo (Birr
279.87 279.
Crushed Aggregate Base course compacted to 98% of m3 modified AASHTO density Carried forward to Grand Summary
750.36 750.
Bill No. 6 - Bituminous Surfacing "6101 SCOPE This Division covers the application of a bituminous prime coat to a prepared pavement layer. [ERA 2002]" Bill Item No. Description 6000 6100 61.01 (a) 6400 BITUMINOUS SURFACING Bituminous prime coat Prime coat MC-30 cutback bitumen Bituminous Road Bases and Surfacing surface treament 50mm Asphaltic surfacing with (penetration grade 60/70 bitumen Continous grading (medium) surfacing of Bridge deck Carried forward to Grand Summary m2 1.00 Unit Quantity Rate
Amoun
m2 1.00 . m2
31.25 31.25
1.00 124.73 124.73
64.02 (a) 6700
217.93 217.93
Bill 7 - RIGID (CONCRETE) PAVEMENT "7101 SCOPE This Division covers the construction of a surface course of Portland cement concrete, with or without reinforcement, and includes, inter alia, the specifications for materials, the placing and compacting of concrete, applying the surface texture, and constructing the joints. [ERA 2002]" Bill Item Description No. 8000 STRUCTURES 81.02 (a) i ii (b) Excavation for Structures Excavation of soft material situated in the following successive ranges: 0m to 2m 2m to 4m Excavation of hard (rock) material irrespective of depth m3 m
3
Unit Quantity Rate
Amou (Birr)
1.00 1.00 1.00
225.93 195.93 467.47
225.9
195.9
m3
467.4
81.05 (a) (b) (b)i (b)ii (b)iii
Backfilling to Excavation Using excavated material Using imported material granular material hand laid rock fill material between wing walls hand laid Riprap on exposed face of backfill m3 m m
3 3
1.00 1.00 1.00
330.60 417.77 417.77
330.6
417.7
m3 m3 1.00 341.47
82.02 (a) i ii (b) i
Formwork for indicated class of finish conecrete footing of abutments and wing walls conecrete footing of abutments and wing walls soffit of concrete deck slab Cast Insitu concrete and formwork side walks in main slab,Visible part of girder,on abutment m2 1.00 m2 m2 1.00 1.00
83.01 (a) (b)
Steel reinforcement for structure (i) Mild steel bars (Grade 300) (ii) High yield stress steel bars (Grade 420)
ton ton
1.00 1.00
38,461.19 38,46
39,878.69 39,87
84.01 (a) (b)
Cast in situ concrete (a) Class C-25 in all superstructure parts, abutument & wing wall foundations and walklways (b) Class C-20 in abutument &wingwalls footing pads m3 m3 1.00 1.00
5,138.99 5,138 0.00
87.03 (c) 87.07 87.19
Bearings Elastomer Bearing Concrete parapets Drainage pipes and weep holes
No. 1.00 m 1.00
4,914.25 4,914
1,782.41 1,782
(a) (b) 89.01 (a)
Drainage pipes (20 cm internal dia pvc) weep hole Stone Masonry Walls Cement-mortared stone masonry walls (Class A)
m/No 1.00 m/No 1.00
0.00
m3
1.00
1,419.59 1,419
Carried forward to Grand Summary
Bill No. 8 - Structures "8101 SCOPE This Division provides specifications for the construction of foundations for structures including bridges, retaining walls, box and slab culverts etc. It provides in particular specifications for excavation, and back filling and for the construction of the foundation it self as well as the pile capping slabs or the caisson cover slabs. [ERA 200]" Bill Item Description No. 8000 STRUCTURES 81.02 (a) Excavation for Structures Excavation of soft material situated in the following successive ranges: Irrespective of Depth Excavation of hard (rock) material irrespective of depth Backfilling to Excavation Using excavated material imported granular material hand laid rock fill material between wing walls hand laid Riprap on exposed face of backfill Formwork for indicated class of finish conecrete footing of abutments and wing walls conecrete footing of abutments and wing walls soffit of concrete deck slab Cast Insitu concrete and formwork m2 m2 Unit Quantity Rate
Amou (Birr)
m3 m3
1 1.00
195.93 467.47
195.9
(b) 81.05 (a) (b)i (b)ii (b)iii 82.02 (a) i ii (b)
467.4
m3 m3 m3 m
3
1.00 1.00 1.00 1.00
330.60 417.77 341.47 341.47
330.6 417.7
341.4
341.4
i 83.01 (a) (b) 84.01 (a) (b) 87.03 (c) 87.07 87.19 (a) 89.01 (a)
side walks in main slab,Visible part of girder,on abutment Steel reinforcement for structure (i) Mild steel bars (Grade 300) (ii) High yield stress steel bars (Grade 420) Cast in situ concrete (a) Class C-30 in all superstructure parts, abutument & wing wall foundations and walklways (b) Class C-20 in abutument &wingwalls footing pads Bearings Elastomer Bearing Concrete parapets Drainage pipes and weep holes Drainage pipes (20 cm internal dia pvc) Stone Masonry Walls Cement-mortared stone masonry walls (Class B)
m2
482.99
ton ton
1.00 38,461.19 38,46 1.00 39,878.69 39,87
m3 m3
1.00 1.00
5,138.99 5,138
3,815.05 3,815
No. 1.00 lm 1.00
13,936.25 13,93
2,139.11 2,139
m/No 1.00
200.00
200.0
m3
1.00
1,419.59 1,419
Carried forward to Grand Summary
Bill No. 9 - Ancillary Works "9101 SCOPE This Division covers the construction of gabion walls and aprons for the construction of retaining walls, lining of channels, revetments, and other anti-erosion structures in accordance with the details shown in the Contract." Bill Item No. 9000 91.01 91.01(a) Description ANCILLARY WORKS Gabions (a) Gabion boxes 1m by 1m cube with galvanized wire mesh m3 1.00 1,364.51 1,364.51 Unit Quantity Rate Amount (Birr)
92.01 (a) (c)
Delineators, markers and kilometer posts Delineator posts/guidepost, reinforced concrete no. 1.00 Kilometer posts, cement concrete Sign faces with painted background, symbols, lettering and borders in Engineering grade retroreflective material with signboard constructed from: Sign face with area not exceeding 2.0 sq.m fixed no. 1.00 on post Sign face with area exceeding 2.0 sq.m but not exceeds 10 sq.m fixed on post Sign supports: Sign Support/Sign post, Class „A‟ concrete Road Sign Footing Excavation for footing of Sign Support m3 1.00 m3 1.00 m3 1.00 41.11 336.71 41.11 336.71 no. 1.00 1,008.15 1,008.15 no. 1.00 1,039.61 1,039.61 12,475.32 12,475.32 no. 1.00 364.60 364.60 364.60 364.60
94.01
94.01(a)i 94.01(a)ii 94.02 94.02(a) 94.03 94.03 (a)
94.03 (b) Backfilling for footing of Sign Support 94.03 (c) 9500 Class „A‟ concrete for footing of road sign support Road Traffic Markings and Road Studs
3,056.75 3,056.75
95.01(a) i White unbroken 10cm line 95.01(a) ii white broken (2.5m dash, 7.5m gap) 10cm line 95.01(b) 9900 99.01(a) Yellow unbroken 10cm line SIDEWALK Concrete tiles of 50mm thick including the necessary jointing works Carried forward to Grand Summary
Km. 1.00 Km. 1.00 Km. 1.00
5,459.44 5,459.44 3,546.81 3,546.81 5,459.44 5,459.44
m2 1.00
152.84
152.84
