We believe we can add reliable information to your preparation of a reasonable bidding quotation. We give you a reference for a current reasonable price (All material, labor, and equipment base price preferred in Addis in ETB). We are showing you the Engineering Estimates for the Direct rate for Road Construction.
If your need is not in the list below Make a Request via constructionproxy@gmail.com
NB: 1. This cost is only for your reference. Profit Loss and overhead are not part of this Estimate; it is only a Direct Rate.
| Item No. | Item Description | Unit | Rate |
|---|---|---|---|
| Bill No. 2 | Clearing and Grubbing | ||
| 201.01 | Clearing and grubbing | ha | 275,772.97 |
| 21.05 | Removal and grabbing of large trees and tree stumps | No | 9,800.00 |
| Bill No. 3 | Drainage | ||
| 31.01 | Drains | ||
| 32.01 | Excavations; | ||
| 32.01a(iv) | Soft material irrespective of depth | m3 | 112.42 |
| 32.01(b) | excavation of hard material irrespective of depth | m3 | 668.23 |
| 32.02 | Backfilling | ||
| 32.02(a) | Using excavated material | m3 | 615.58 |
| 32.02(b) | Using imported selected granular material | m3 | 1,683.20 |
| 32.03 | Concrete pipe culverts | ||
| 32.03(ii)(1) | Concrete pipe on Class B bedding, nominal diameter 760mm | Lm | 15,010.07 |
| 32.03(ii)(2) | Concrete pipe on Class B bedding, nominal diameter 910mm | Lm | 13,883.89 |
| 32.03(ii)(3) | Concrete pipe on Class B bedding, nominal diameter 1060mm | Lm | 16,022.46 |
| 32.03(ii)(4) | Concrete pipe on Class B bedding, nominal diameter 1220mm | Lm | 19,670.87 |
| Cocrete curb | Lm | 1,186.82 | |
| Masonry gutter with a cross section of (0.8*0.85) | Lm | 9,420.07 | |
| 32.07 | Cast Insitu concrete and formwork | ||
| 32.07(b) | Class C concrete including formworks | m3 | 14,249.16 |
| 32.07(g) | Class A concrete including formworks | m3 | 16,672.84 |
| 32.10 | Steel reinforcement | ||
| 32.10(b) | High tensile steel reinforcement in Culverts (Grade 60) | ton | 181,118.22 |
| 34(01) | Stone Pitching | ||
| 34.01(b)(II) | Grouted Rubble Pavedwaterway | m3 | 1,700.34 |
| 34.02 | Riprap | ||
| (a) | Packed Riprap | m3 | 1,432.60 |
| 34.03 | Stone Masonary Walls | ||
| 34.03(a) | Dry stone masonary walls | m3 | |
| 34.03(b) | Cement mortared stone walls, Class ‘B’ | m3 | 5,437.15 |
| Bill No. 4 | Earthworks | ||
| 41.01 | Removal of unsuitable material | ||
| (b) | In layer thickness exceeding 200mm (6km hauling distance) | m3 | 354.60 |
| 41.03 | Road bed Preparation and the compaction of Material | ||
| 41.03(b) | Road Bed Preparation Compaction to 93% of modified AASHTOdensity | m2 | 93.53 |
| 42.01 | Cut and Borrow to Fill : | ||
| 42.01a(ii) | Cut and borrow to fill, compaction to 95% AASHTO T-180 | m3 | 322.74 |
| 42.01(c) | Rock (hard) to fill | m3 | 1164.62 |
| 42.03 | Cut to Spoil material obtained from: | ||
| 42.03(a) | Common (normal) Excavation (6km Spoil dits.) | m3 | 739.43 |
| 42.03(b) | Intermediate Excavation (6km Spoil dits.) | m3 | 906.97 |
| 42.03(c) | Rock (hard) Excavation | m3 | 812.45 |
| 44.05 | Improved subgrade | ||
| 44.05(a) | Improved Subgrade G20 (Mat. From 6Km ) | m3 | 1,453.62 |
| 44.05(b) | Improved Subgrade G7 (Mat. From 1Km ) | m3 | 1,889.08 |
| 45.01 | Furrow ditch | lm | 177.85 |
| Bill No. 5 | Subbase, Roadbase and Gravel Wearing Course | ||
| 5400 | GRANULAR COURSES | ||
| 51.01(a)i | Gravel subbase layer, 97% MDD, AASHTO T-180 (Material from 6km) | m3 | 3,668.21 |
| 52.01(b)I | Crushed Aggregate Base course compacted to 98% of modified AASHTO density (Material from 10km) | m3 | 5,183.99 |
| Bill No. 6 | Bituminous Surfacing | ||
| 6,000.00 | BITUMINOUS SURFACING | ||
| 61.01 | Prime coat | ||
| (a) | MC-30 cutback bitumen | m2 | 169.40 |
| 6,400.00 | Bituminous Road Bases and Surfacing | ||
| surface treament | m2 | 535.26 | |
| 64.02 | 50mm Asphaltic surfacing with (penetration grade 60/70 bitumen | ||
| (a) | Continous grading (medium) | m2 | 1,708.14 |
| Bill No. 8 | Structures | ||
| 81.02 | Excavation for Structures | ||
| (a) | Excavation of soft material situated in the following successive ranges: | ||
| i | 0m to 2m | m3 | 571.50 |
| Irrespective of Depth | m3 | 614.40 | |
| (b) | Excavation of hard (rock) material irrespective of depth | m3 | 1,324.80 |
| 81.05 | Backfilling to Excavation | ||
| (a) | Using excavated material | m3 | 1,123.61 |
| (b)i | imported granular material | m3 | 2,099.37 |
| (b)ii | hand laid rock fill material between wing walls | m3 | 1,432.60 |
| (b)iii | hand laid Riprap on exposed face of backfill | m3 | 1,432.60 |
| 82.02 | Formwork for indicated class of finish | ||
| (a) | conecrete footing of abutments and wing walls | ||
| i | conecrete footing of abutments and wing walls | m2 | |
| ii | soffit of concrete deck slab | m2 | |
| (b) | Cast Insitu concrete and formwork | ||
| i | side walks in main slab,Visible part of girder,on abutment | m2 | 4,160.11 |
| 83.01 | Steel reinforcement for structure | ||
| (a) | (i) Mild steel bars (Grade 300) | ton | 165,781.60 |
| (b) | (ii) High yield stress steel bars (Grade 420) | ton | 192,031.60 |
| 84.01 | Cast in situ concrete | ||
| (a) | (a) Class C-30 in all superstructure parts, abutument & wing wall foundations and walklways | m3 | 27,925.18 |
| (b) | (b) Class C-20 in abutument &wingwalls footing pads | m3 | 19,458.93 |
| 87.03 | Bearings | ||
| (c) | Elastomer Bearing | No. | 30,780.91 |
| 87.07 | Concrete parapets | lm | 12,071.40 |
| 87.19 | Drainage pipes and weep holes | ||
| (a) | Drainage pipes (20 cm internal dia pvc) | m/No | 500.00 |
| 89.01 | Stone Masonry Walls | ||
| (a) | Cement-mortared stone masonry walls (Class B) | m3 | 4,222.38 |