1. Price List
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Indicative Rates for Selected Basic Resources for Construction Works
(Based on Prevailing Market Prices as at April 2022)SN Description Unit Rate
(MUR)1 Labour Skilled labourer /day 1,200 - 1,800 Semi-skilled labourer /day 900 - 1,500 Semi-skilled labourer /day 700 - 1,000 2 Coarse aggregate (Macadam) Macadam 4-6 mm (1/4") /ton 581 Macadam 6-10 mm (3/8") /ton 691 Macadam 10-14 mm (1/2") /ton 694 Macadam 14-20 mm (3/4") /ton 694 3 Fine aggregate (Rocksand) Unwashed Rocksand (0-4 mm) /ton 769 Washed Rocksand (0-2 mm) Crépi /ton 927 Washed Rocksand (0-4 mm) Béton /ton 1060 4 Cement Ordinary Portland cement - 25kg /bag 155-168 5 Ready-Mixed Concrete Supply & lay Concrete Grade 20/25/30/35 /m3 5,700 - 6,500 Supply & lay Concrete Grade 15(blinding/mass filling) /m3 6,000 - 6,900 6 Reinforcement R6 - 5.5m /bar 73 T8 - 9.0m /bar 214 T10 - 9.0m /bar 333 T12- 9.0m /bar 480 T16 - 9.0m /bar 857 T20 - 9.0m /bar 1333 T25 - 9.0m /bar 2069 T32 - 9.0m /bar 3333 7 Blocks 100mm thick hollow concrete block /no. 23 150mm thick hollow concrete block /no. 29 200mm thick hollow concrete block /no. 31 8 Filling Material Stones 0 - 300 mm /ton 600 Stones 0 - 150 mm /ton 620 Stones 0 - 100 mm /ton 620 Stones 0 - 75 mm /ton 670 Hardcore < 200 mm in size /ton 600 Hardcore < 100 mm in size /ton 620 Aggregates 31.5 - 50 mm /ton 675 Aggregates 20 - 31.5 mm /ton 660 Crushed Aggregate (Crusher run) 0/20 /ton 714 9 Formwork Marine Board 2400x1200x18mm /no. 1975 Runners - 75x25mm /m 26 10 Transport of Construction Materials Trip not exceeding 15 km /trip 1,500 - 1,800
2. Building Works
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Indicative Rates for Construction Works (April 2021) Rates for Work Items for a Typical House Construction SN Description of Work Items Unit Work Items (Range of Rates) (MUR) From To A Site Clearance and Earthworks 1 Clear site of vegetation and dispose off-site m² 55 66.99 2 Prepare and apply approved weedkillers prior to excavation m² 65 66.08 3 Cut down trees (girth over 500mm) and cart away from site no. 9735.46 39177.11 4 Excavate topsoil (150mm or 200mm deep) and deposit in temporary spoil heaps m² 37.5 50 5 Excavate in bulk starting from stripped level and deposit in temporary spoil heaps m³ 409.62 792.79 6 Temporary support to face(s) of excavation (for depth up to 6000mm) m² 338.3 407.3 7 Allow for removal and disposal of ground water by pumping, bailing or other means (24-hour operation) day 4450 4692 8 Disposal of excavated material off site m³ N/A 315.18 9 Backfilling with selected fill obtained from spoil heaps m³ 259.51 272.13 10 Imported soil fill m³ 881.51 914.85 11 Imported hardcore/Crushed stone filling m³ 1117.87 2577.24 12 Anti-termite treatment m² N/A 30 13 UV resistant plastic sheeting 250 microns with dual function as damp proof membrane and anti-termite physico-chemical barrier m² N/A 175 14 Non-woven geotextile membrane laid in trenches/pits m² 105.74 111.72 15 Allow for temporary support to existing structures not exceeding 2000mm high m 645 676.6 16 Excavate preliminary trench starting from stripped level and deposit in temporary spoil heaps m³ 378.7 758.98 B Concrete Works and Blockwalling 1 Site-mixed plain concrete Grade 15 (blinding layer 50mm or 75mm thick) m³ 6328.11 6640.1 Grade 20 m³ 5556.44 5737.56 2 Pre-mixed plain concrete Grade 15 (blinding layer 50mm or 75mm thick) m³ 6100 6640.1 Grade 20 m³ 5832.96 5905.41 3 Site-mixed reinforced concrete Grade 25 m³ 5746.17 5935.67 Grade 30 m³ 5922.08 6111.57 4 Pre-mixed reinforced concrete Grade 25 m³ 5836.41 5961.34 Grade 30 m³ 5957.16 6082.09 Grade 35 m³ 6138.28 6263.22 5 Formwork for in-situ concrete Class 3 finish m² 632.9 676.6 Class 2 finish m² 775.76 1243.81 Class 1 finish m² 826.12 1379.27 6 Mild steel reinforcement of diameter 6mm for in-situ concrete, generally cut and bent to shapes and profiles. Rate includes for tying wire, steel chairs, spacer, waste, etc. kg 80 91 7 High tensile reinforcement (diameter ranging from 8mm to 32 mm) for in-situ concrete, generally cut and bent to shapes and profiles. Rate includes for tying wire, steel chairs, spacer, waste, etc. kg 65.29 88.16 8 Mesh reinforcement for in-situ concrete, including all necessary chairs, waste cutting, overlapping and tying with stout gauge mild steel tying wire. ref. A98 (1.54kg/m²) m² 190 201.57 ref. A142 (2.22kg/m²) m² 225 246.07 ref. A193 (3.02kg/m²) m² 310 318.03 ref. A252 (3.95kg/m²) m² 350 381.71 ref. A393 (6.16kg/m²) m² 515 559.11 9 Polystyrene 25mm thick as expansion joint filler in in-situ concrete m² 270 280 10 Polystyrene 12.5mm thick as isolation joint filler in in-situ concrete m² 220 233.05 11 Deep saw cut joints 8mm x 40mm in floor slab and filling with polysulphide sealant m 420 427.33 12 Supply and fix water bar m N/A 420 13 Allow for dowelling of new reinforcement bar to existing concrete element. no. 112.26 200.91 14 Hollow concrete blockwalling laid with cement and sand mortar Walls; 100mm thick m² 636.57 772.86 Walls; 150mm thick m² 684.21 834.93 Walls; 200mm thick m² 770.6 941.03 15 Infilled hollow concrete blockwalling laid with cement and sand mortar with voids filled with concrete Grade 20N/mm² Walls; 150mm thick m² 1049.6 1249.6 Walls; 200mm thick m² 1330.27 1550.02 16 Infilled reinforced hollow concrete blockwalling laid with cement and sand mortar with high tensile reinforcement bar fixed vertically and filled with concrete Grade 20N/mm² Walls; 150mm thick m² 1380 1536.28 Walls; 200mm thick m² 1626.34 1846.08 C Plastering 1 Cement and sand (1:4) render mixed with an approved plasticiser laid on concrete or blockwall surfaces. 12mm thick to walls internally with sponge finish m² 395 426.96 12mm thick to reveals of openings with sponge finish m² 445 479.57 12mm thick to walls finished to receive tiles m² 365 394.76 20mm thick to walls externally in two coats with sponge finish m² 620 675.06 12mm render to soffit of suspended slab m² 590 637.47 D Waterproofing Works 1 Bituminous waterproofing membrane with pebble finish m² N/A 825 2 Cold applied liquid waterproofing for roof coatings. m² N/A 813 E Openings 1 Powder coated aluminium windows Window overall size 600 x 600mm no. N/A 4840 Window overall size 1200 x 1200mm no. N/A 12100 Window overall size 1500 x 1500mm no. N/A 16335 2 Powder coated aluminium doors Single leaf glazed door overall size 900 x 2100mm no. N/A 15730 Double leaf glazed door overall size 1800 x 2100mm no. N/A 29645 3 Solid timber doors Single leaf door overall size 900 x 2100mm no. N/A 43785 Double leaf door overall size 1800 x 2100mm no. N/A 70195 4 Semi-solid timber doors Single leaf door overall size 900 x 2100mm no. N/A 15290 Double leaf door overall size 1800 x 2100mm no. N/A 25020 F Flooring and Tiling Works 1 Screed (ranging from 25mm to 45mm thick) laid on concrete floor and with smooth trowelled finish m² 432.82 525.5 2 Screed (ranging from 20mm to 40mm thick) laid on concrete floor and finished to receive ceramic tiles m² 409.65 502.33 3 Supply and lay ceramic tiles (assumed supply rate of Rs 500/m²) with adhesive. m² 1154.87 1273.46 G Painting Works 1 Prepare and apply one undercoat and two finishing coats of paint on walls, beams, and the like m² N/A 138.84 H Plumbing and Sanitary Appliances 1 Supply and fix the following sanitary appliances complete with pipes, fittings, etc. W.C. suite (supply rate Rs 5,000/set) no. 8655 8885.8 Wash hand basin (supply rate Rs 7,500/set) no. 11020.7 11540 Urinal (supply rate Rs 4,000/set) no. 6162.36 6462.4 Stainless steel sink (Rs 4,500/set) no. 6185.44 8078 Shower tray (Rs 6,000/set) no. 9232 9809 Bath tub (Rs 20,000/set) no. 28850 40390 Shower screen no. 15002 28850 2 Supply and fix sanitary accessories such as floor drain, toilet paper holder, soap holder, soap dispenser, towel rail, hand dryer and mirror. sum 17310 N/A I Drainage Works 1 Rocksand 0-6mm (laid and compacted in layers) in bed and surround to pipe, septic tank and grease trap m³ 2350 2564.43 2 Aggregate 31.5-50mm (laid and compacted in layers) in trenches m³ 1500 1730.31 3 Hardcore/crushed stone filling laid and compacted in layers to make levels in leaching field/soakaway Hardstones not exceeding 100mm size m³ 1100 1175.95 Crusher run size 0-32mm m³ 2245 2298.02 4 Supply and fix heavy duty cast iron manhole cover and frame 600 x 600mm cover to manhole No. 8200 8258.44 450 x 450mm cover to catchpit No. 4625 4687.69 5 Supply and fix metal grating and frame - 300 x 500mm cover to catchpit No. 3950 4009.19
3. Civil Works
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Indicative Rates for Construction Works (April 2022) Rates for Work Items for Civil Engineering Construction Works SN Description of Work Items Unit Work Items (Range of Rates) (MUR) From To A Site Clearance 1 Clearing sugarcane, shrubs, vegetation and other debris over the full extent of the plot of land and cart away from site. m² 45 55 2 Cut down trees (girth 500mm or more) and cart away from site no. 9600 14500 B Excavation Works 1 Excavation to remove top soil (average thickness 200mm) m³ 310 370 2 Excavation in any material, including rock strata (assumed at 40%) m³ 650 770 3 Excavation for trial pits to depths not exceeding 1.5 m in any material m³ 1590 1835 4 Excavation for drains, culverts, water pipes and sewer pipes in any material including rock (assumed at 40%): Depth: 0.5 - 1 m m³ 590 680 Depth: 1 - 2 m m³ 630 730 Depth: 2 - 3 m m³ 700 820 Depth: 3 - 4 m m³ 800 930 Depth: 4 - 5 m m³ 880 1025 Depth: exceeding 5 m m³ 980 1135 C Filling 1 Filling in connection with pipelines and drains Haul from spoil heaps suitable excavated fill material and place to line and levels m³ 330 380 Supply and place imported suitable soil fill material to line and levels m³ 810 835 2 Filling in connection with general excavation and roads Haul from spoil heaps suitable excavated fill material and place to line and levels m³ 295 340 Supply and place imported suitable soil fill material to line and levels m³ 1300 1400 3 Filling to soft spots with Hardcore material of 200 mm maximum size m³ 1155 1275 Granular backfill of 50 mm coarse material m³ 1540 1700 Crusher run 0/20 mm m³ 2210 2500 Geo-textile membrane, non woven 175 g/m2 m² 92 115 D CONCRETING / MASONRY WORKS 1 Supply and place ready mixed as follows: Grade 15, as blinding layer m³ 6930 7215 Grade 15, as mass filling to foundations m³ 6350 6975 Grade 20 m³ 5300 5800 Grade 25 m³ 5975 6100 Grade 30 m³ 6100 6215 Grade 35 m³ 6050 6500 2 Supply and place site batched concrete as follows: Grade 15, as blinding layer m² 6130 6585 Grade 15, as mass filling to foundations m³ 5030 6075 Grade 20 m³ 5060 5555 Grade 25 m³ 5575 5700 Grade 30 m³ 5750 5875 3 Formwork for in-situ concrete Class 2 finish m² 795 815 Class 1 finish m² 685 715 4 Mild steel reinforcement of diameter 6mm for in-situ concrete, generally cut and bent to shapes and profiles. Rate includes for tying wire, steel chairs, spacer, waste, etc. kg 80 95 5 High tensile reinforcement (diameter ranging from 8mm to 32 mm) for in-situ concrete, generally cut and bent to shapes and profiles. Rate includes for tying wire, steel chairs, spacer, waste, etc. kg 65 90 6 Mesh reinforcement for in-situ concrete, including all necessary chairs, waste cutting, overlapping and tying with stout gauge mild steel tying wire. ref. A98 (1.54kg/m²) m² 190 205 ref. A142 (2.22kg/m²) m² 225 250 ref. A193 (3.02kg/m²) m² 310 325 ref. A252 (3.95kg/m²) m² 350 385 ref. A393 (6.16kg/m²) m² 515 565 E Precast RC Drains 1 Supply and lay precast RC open drains 1000 mm wide for depths: Between 0.5 - 0.7 m m 12000 12900 Between 0.7 - 1.0 m m 15800 16850 Between 1.0 - 1.5 m m 19200 20825 Between 1.5 - 2.0 m m 22500 24800 F ROADWORKS Base Course 1 Supply and lay to lines and levels, 200 mm thick hardcore material (not exceeding 100mm in size) across width of carriage way, in one single layer and compact to receive crusher run layer. m² 392 415 2 Supply and lay to lines and levels, 300 mm thick hardcore material (not exceeding 100mm in size) across width of carriage way, in one single layer and compact to receive crusher run layer. m² 404 427 3 Supply and lay to lines and levels, 150 mm thick crusher run 0/20 material across width of carriage way, in one single layer and compact to 92% B.S Heavy m² 507 530 4 Supply and lay to lines and levels, 200 mm thick crusher run 0/20 material across width of carriage way, in one single layer and compact to 95% B.S Heavy m² 536 560 Pavements 5 Supply, place, roll, compact and test 50 mm Asphaltic Concrete Base Course 0/14 with 4.5 % total mix binder content. m² N/A 570 6 Supply, place, roll, compact and test 50mm Asphaltic Concrete Wearing Course 0/10 with 5.5% total mix binder content. m² N/A 610 7 Spray prime coat at the rate of 0.6 L/m² of cutback bitumen m² N/A 58 8 Spray tack coat at the rate of 0.6 L/m2 of cutback bitumen m² N/A 46 9 Patching and repairing of asphaltic concrete for thickness not exceeding 50 mm. m² 1960 2460 Road Reinstatement 10 Supply and lay to lines and levels, 300 mm thick crusher run 0/20 material to excavated trench along road, in two layers and compact to 95% B.S Heavy m² 560 669 11 Supply, lay and level on the prepared crusher run base, 50 mm thick asphalt concrete surface layer including a layer of bituminous prime coat, rolled and compacted to match existing road levels. m² N/A 669 G PILING WORKS 1 Piling Works - Allow for Rotary Percussion drilled concrete piles of the following diameters: 200 mm m N/A 10146 300 mm m N/A 12337 1180 mm m N/A 32284
