DIV 03 Concrete Labor
DIV 03 Concrete Labor
DIV 03 Concrete Labor
Concrete
Estimating Tips 032 Concrete Reinforcement
Ascertain that the reinforcing steel take-off
General has included all accessories, cutting, bending
Always obtain concrete prices from suppliers near the and an allowance for lapping, splicing and
job site. Remember to add for waste, waste.
particularly for slabs and footings on grade.
Estimator shall pay attention to steel bars
031 Concrete Formwork supports with respect to rust prevention
A primary cost for concrete construction is forming. classification as being maximum, moderate
Most jobs today are constructed with prefabricated or with no protection.
forms. The selection of the forms best suited for the
job and the total square meter of forms required for Estimator shall be aware that placing
efficient concrete forming and placing are key reinforcing steel in architectural concrete
elements in estimating concrete construction. Enough walls, having smaller sizes, horizontal, vertical short
forms must be available for erection to make efficient runs, and wired together in a costly operation.
use of the concrete placing equipment and crew.
033 Cast-in-Place Concrete
Concrete accessories for forming and placing depend When estimating structural concrete, pay
upon the systems used. The productivity rate as particular attention to requirements for
shown in this book includes the form preparation, concrete additives, curing methods and
erecting, forms removal and cleaning. Concrete forms surface treatments. Special consideration for
are usually estimated by computing the surface area climate, hot or cold, must be included in your
of the form in contact with concrete. estimate. Be sure to include requirements for
concrete placing equipment and concrete
Estimators shall focus on any special formwork finishing.
requirements such as:
z Risers for stepped wall footings. 034 Precast Concrete
z Keyways, as grooves are usually formed in the The cost of hauling precast structural
top of footings. members is often an important factor. For
z Design proper wall forms to withstand the horizontal this reason, it is important to get a quote from
pressure exerted by the flow of concrete. the nearest supplier.
z Curved walls require more studs and bracing.
z Bulkheads shall be considered for all opening in Estimator shall consider additional forms for column
formwork, estimator shall allow an average of depression at all column heads on the flat slabs.
3
0.06 M form per square meter opening. Estimator shall be aware that form work for stairs
z Check for any setbacks for all wall foundations running with two (2) flights between floors and with an
that extend above grade. intermediate landing costs about 30% more than a
z Check for any continuous hunch in concrete wall straight flight run.
forms. Architectural concrete forms shall be priced based
z Using high early strength cement instead of on the contractor know-how to detail them, including
ordinary portland cement will reduce the cost of every piece of plywood, stud, wale, bolt, window
forms in large jobs. boxes and lumbar for reveals.
z Productivity rate for slab forms considers the use of
57
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
031 111 ANCHOR BOLTS with hex nuts and washers,zinc plated
Anchor bolt with hex nut & washer,zinc plated,M8, 8 mm Diameter x 100 mm Long to
031 111-0800 EA 1 Carpenter 80.000 0.100 0.000
200 mm Long
031 111-1270 Anchor bolt with hex nut & washer,zinc plated,M12, 12 mm Diameter x 320 mm Long 68.000 0.118 0.000
031 111-1670 Anchor bolt with hex nut & washer,zinc plated,M16, 16 mm Diameter x 320 mm Long 62.000 0.129 0.000
031 111-2070 Anchor bolt with hex nut & washer,zinc plated,M20, 20 mm Diameter x 400 mm Long 50.000 0.160 0.000
031 111-2450 Anchor bolt with hex nut & washer,zinc plated,M24, 24 mm Diameter x 320 mm Long 58.000 0.138 0.000
031 138-1500 Forms in place,Exterior spandrel, 610 mm wide, 1 use 18.290 2.788 0.984
031 138-2150 Forms in place,Interior beams, 305 mm wide, 5 use 22.990 2.218 0.783
031 138-2500 Forms in place,Interior beams, 610mm wide, 1 use 20.900 2.440 0.861
031 138-3150 Forms in place,Beam and Girder,encasing steel frame,hung, 5 use 30.080 1.695 0.598
031 138-3650 Forms in place,Beam bottoms only, 610 mm wide, 5 use 27.740 1.839 0.649
031 138-4000 Forms in place,Beam sides only,vertical, 914 mm high, 1 use 29.570 1.725 0.609
031 138-4500 Forms in place,Sloped sides, 914 mm high, 1 use 22.670 2.250 0.794
031 138-5000 Forms in place,Upstanding beams, 914 mm high, 1 use 16.620 3.069 1.083
031 142-0650 Column form,Round fiberglass, 5 use/mo.,rent, 610 mm dia. 4.2 m high. 64.000 0.797 0.281
031 142-0800 Column form,Round fiberglass, 5 use/mo., 760 mm dia. 4.2 m high. 58.000 0.879 0.310
031 142-0850 Column form,Round fiberglass, 5 use/mo., 914 mm dia. 4.2 m high 54.700 0.932 0.329
031 142-1700 Column form,Round fiber tube,1 use, 400 mm dia. 4.2 m high. 59.700 0.854 0.302
031 142-1800 Column form,Round fiber tube,1 use, 610 mm dia. 4.2 m high 55.000 0.927 0.327
031 142-1900 Column form,Round fiber tube,1 use, 914 mm dia. 4.2 m high. 50.000 1.020 0.360
031 142-2000 Column form,Round fiber tube,1 use,1220 mm dia. 4.2 m high. 29.300 1.741 0.614
031 142-3050 Column form,Round,steel, 5 use/mo.,regular duty, 400 mm dia., 6 m high 43.500 1.172 0.414
031 142-3150 Column form,Round Steel, 5 use/mo.,Heavy duty, 610 mm dia. 6 m high 30.300 1.683 0.594
031 142-3200 Column form,Round Steel, 5 use/mo., Heavy duty, 762 mm dia. 6 m high 25.800 1.977 0.698
031 142-3250 Column form,Round Steel, 5 use/mo.,Heavy duty, 914 mm dia. 7.6 m high. 22.600 2.257 0.796
031 142-3300 Column form,Round Steel, 5 use/mo.,Heavy duty,1220 mm dia. 7.6 m high 18.200 2.802 0.989
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.00 Carpenter Foreman
4.00 Carpenters
2.00 Laborers
031 142-3350 Column form,Round Steel, 4 use/mo.,Heavy duty,1525 mm dia. 8 m high. 0.50 Equip. Operator
15.500 3.871 0.774
1.00 Power Tools
0.50 Truck Crane 35 Ton
031 142-4000 Column form,Round Steel,Column capitals, 5 use/mo., 600 mm col, 1200 mm cap dia. EA 14.000 4.286 0.857
031 142-4100 Column form,Round Steel,Column capitals, 5 use/mo., 600 mm col, 1800 mm cap dia. ,, 12.250 4.898 0.980
0.125 Carpenter Foreman
SQM 4.000 Carpenters
CON- 2.000 Laborers
031 142-5500 Column form,Plywood, 300 mm x 300 mm columns, 1 use TACT 0.250 Equip. Operator
20.360 2.505 0.884
AREA 2.000 Power Tools
0.250 Truck Crane 35 Ton
031 142-5650 Column form,Plywood, 300 mm x 300 mm columns, 5 use 24.980 2.042 0.721
031 142-6000 Column form,Plywood, 400 mm x 400 mm columns, 1 use 20.870 2.444 0.862
031 142-6650 Column form,Plywood, 600 mm x 600 mm columns, 5 use 27.850 1.831 0.646
031 142-7000 Column form,Plywood, 900 mm x 900 mm columns, 1 use 23.040 2.214 0.781
031 142-7100 Column form,Plywood, 900 mm x 900 mm columns, 5 use 29.150 1.750 0.617
031 142-7600 Column form,Steel framed plywood, 5 use/month, 300 mm x 300 mm 33.510 1.522 0.537
031 142-7650 Column form,Steel framed plywood, 5 use/month, 400 mm x 400 mm 35.190 1.449 0.512
031 142-7700 Column form,Steel framed plywood, 5 use/month, 500 mm x 500 mm 36.070 1.414 0.499
031 142-7750 Column form,Steel framed plywood, 5 use/month, 600 mm x 600 mm 36.970 1.379 0.487
031 150-1150 Forms in place,Flat plate to 4.6 m high, 5 use 72.000 0.708 0.250
031 150-1600 Forms in place,Flat plate 6.2 m to 11 m high ceiling, 5 use 62.000 0.823 0.290
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
031 150-2150 Forms in place,Flat slab with drop panels, to 4.6 m high, 5 use 68.000 0.750 0.265
031 150-3500 Forms in place,Floor slab, with 508 mm metal pans, 1 use 52.330 0.975 0.344
031 150-3650 Forms in place,Floor slab, with 508 mm metal pans, 5 use/month 59.000 0.864 0.305
031 150-3760 Forms in place,Floor slab, with 762 mm metal pans, 5 use/month. 65.320 0.781 0.276
031 150-4000 Forms in place,Floor slab, with 483 mm metal domes, 1 use 51.200 0.996 0.352
031 150-4150 Forms in place,Floor slab, with 483 mm metal domes, 2 use/month. 59.260 0.861 0.304
031 150-4500 Forms in place,Floor slab,with 762 mm fiberglass domes, 1 use 51.200 0.996 0.352
031 150-4550 Forms in place,Floor slab,with 762 mm fiberglass domes, 5 use 64.270 0.794 0.280
031 150-5000 Forms in place,Floor slab, with hordi blocks 5 uses forms 63.140 0.808 0.285
0.125 Carpenter Foreman
SQM 4.000 Carpenters
CON- 2.000 Laborers
031 150-6500 Forms in place,Curb forms,wood,150 mm to 300 mm H, on elevated slabs,1 use TACT 0.125 Equip. Operator
23.400 2.137 0.385
AREA 1.000 Power Tools
0.125 Truck Crane 35 Ton
031 150-8050 Forms in place,Perimeter deck and rail for elevated slabs, Curved ,, 21.080 2.372 0.427
031 150-8750 Forms in place,Void forms,round fiber, 300 mm diameter,void (12") LM 100.000 0.500 0.090
031 154-0150 Forms in place, equipment foundations 5 use " " 13.800 3.623 0.652
031 158-0150 Forms in place, Footings Continuous wall, 5 use " 40.420 1.237 0.223
031 158-1000 Integral starter wall, to 100 mm high, 1 use LM 155.000 0.323 0.058
031 158-1550 Keyway, 5 use, tapered wood, 50 mm x 150 mm 1 Carpenter 115.000 0.070 0.000
031 158-2050 Keyway, 5 use, tapered plastic, 50 mm x 100 mm " 115.000 0.070 0.000
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
0.125 Carpenter Foreman
4.000 Carpenters
2.000 Laborers
031 158-3000 Forms in place,pile cap, square or rectangular, 1 use 0.125 Equip. Operator
28.200 1.773 0.319
1.000 Power Tools
0.125 Truck Crane 35 Ton
031 158-3150 Forms in place,pile cap,square or rectangular, 5 use 33.600 1.488 0.268
031 158-4000 Forms in place,pile cap,Triangular or hexagonal, 1 use 27.800 1.799 0.324
031 158-5000 Forms in place,spread footings, 1 use 30.330 1.649 0.297
031 158-5150 Forms in place,spread footings, 5 use 36.160 1.383 0.249
031 158-6000 Supports for dowels,plinths or templates, 600 mm x 600 mm footing EA 27.000 1.852 0.333
031 158-6150 Supports for dowels,plinths or templates, 3650 mm x 3650 mm footing ,, 18.000 2.778 0.500
031 162-0150 Forms,Grade Beam 5 use " " 50.000 1.000 0.180
031 166-0120 Forms in place,mat foundation 5 use " " 28.300 1.767 0.318
031 170-1400 Bulkhead forms w/keyway, 1 piece expanded metal, left in place ,, 475.000 0.105 0.019
SQM
CON-
031 170-2000 Curb forms, wood,150 mm to 450 mm high,on grade, 1 use TACT
22.700 2.203 0.396
AREA
031 170-2150 Curb forms, wood,150 mm to 450 mm high,on grade, 5 use ,, 26.300 1.901 0.342
031 170-4050 Edge forms for slab blockouts, 1 use to 600 mm high LM 62.000 0.806 0.145
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
SQM
CON-
031 170-6000 Trench forms in floor, 1 use TACT
17.500 2.857 0.514
AREA
031 174-0150 Forms in place,Stairs (Slant length x width), 5 use " " 9.000 5.667 2.000
031 182-0600 Bulkhead forms w/keyway, 1 piece expanded metal, left in place LM 1 Carpenter 100.000 0.080 0.000
0.125 Carpenter Foreman
SQM 4.000 Carpenters
CON- 2.000 Laborers
031 182-2000 Job built plyform wall forms,to 2400 mm high, 1 use TACT 0.250 Equip. Operator
30.450 1.675 0.591
AREA 2.000 Power Tools
0.250 Truck Crane 35 Ton
031 182-2150 Job built plyform wall forms,to 2400 mm high, 5 use 38.200 1.335 0.471
031 182-2550 Job built plyform wall forms over 2400 mm to 4800 mm high, 5 use 31.100 1.640 0.579
031 182-2850 Job built plyform wall forms over 4800 mm high, 5 use 25.900 1.969 0.695
031 182-4000 Radial wall forms,smooth curved, 1 use 22.390 2.278 0.804
031 182-4150 Radial wall forms,smooth curved, 5 use 27.950 1.825 0.644
031 182-4450 Radial wall forms, curved, with 600 mm chords, 5 use 33.540 1.521 0.537
031 182-4600 Retaining wall forms, battered, to 2400 mm high, 1 use 24.650 2.069 0.730
031 182-4750 Retaining wall forms, battered, to 2400 mm high, 5 use 31.000 1.645 0.581
031 182-5050 Retaining wall forms, battered, over 2400 mm to 4800 mm high, 5 use 22.800 2.237 0.789
031 182-6200 Liners for forms Ribbed look, 13 mm & 19 mm deep, 5 use 1 Carpenter 68.900 0.116 0.000
031 182-6400 Liners for forms Rustic brick pattern, 5 use. 66.800 0.120 0.000
031 182-6600 Liners for forms striated,random,10 mm x 10 mm deep, 5 use 68.900 0.116 0.000
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
0.125 Carpenter Foreman
4.000 Carpenters
2.000 Laborers
031 182-7800 Wall form,Modular prefabricated plywood, to 2400 mm high, 1 use/month 0.250 Equip. Operator
62.300 0.819 0.289
2.000 Power Tools
0.250 Truck Crane 35 Ton
031 182-7860 Wall form,Modular prefabricated plywood, to 2400 mm high, 5 use/month 66.700 0.765 0.270
0.125 Carpenter Foreman
4.000 Carpenters
2.000 Laborers
031 182-8060 Wall form,Modular prefabricated plywood, to 4800 mm high, 5 use/month 0.250 Equip. Operator
46.700 1.092 0.385
2.000 Power Tools
0.250 Truck Crane 35 Ton
032 109-0310 Column splice clamps,sleeve&wedge,or end bearing 30 mm or 35 mm steel bars 120.000 0.467 0.133
Mechanical but splice, sleeve type with filler metal,compression
032 109-0800 55.000 1.018 0.291
only,all grades, columns only 35 mm steel bars
032 109-1700 Splice steel bar,including mechanical threading,straight steel bars, 35 mm 60.000 0.933 0.267
1.00 Skilled Foreman
4.00 Steel Fixtures(Reinf.)
032 109-1750 Splice steel bar,including mechanical threading,straight steel bars, 40 mm EA
2.00 Laborers
45.000 1.244 0.356
1.00 Power Tools
032 109-2500 Splice bent steel bar, including mechanical threading, bars, 40 mm " " 36.000 1.556 0.444
032 207-0150 Welded Wire Fabric Sheets,100 mm x 200 mm x (12x8) mm,10.90 Kg/m2 585.000 0.084 0.000
032 207-0200 Welded Wire Fabric Sheets,100 mm x 200 mm x (10x8) mm, 8.14 Kg/m2 560.000 0.088 0.000
032 207-0300 Welded Wire Fabric Sheets, 200 mm x 200 mm x (10x10) mm, 6.6 kg/m2 535.000 0.092 0.000
032 207-0400 Welded Wire Fabric Sheets,100 mm x 100 mm x (7x7) mm, 6.04 Kg/m2 520.000 0.094 0.000
032 207-0420 Welded Wire Fabric Sheets, 150 mm x 150 mm x (8x8) mm, 5.36 Kg/m2 500.000 0.098 0.000
032 207-0420 Welded Wire Fabric Sheets,100 mm x 300 mm x (8x8) mm, 5.30 Kg/m2 495.000 0.099 0.000
032 207-0440 Welded Wire Fabric Sheets,100 mm x 400 mm x ( 8x5) mm, 4.34 Kg/m2 470.000 0.104 0.000
032 207-0500 Welded Wire Fabric Sheets, 200 mm x 200 mmx ( 8x8) mm, 3.95 Kg/m2 450.000 0.109 0.000
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
032 207-0600 Welded Wire Fabric Sheets,100 mm x 400 mm x ( 6x5) mm, 2.61 Kg/m2 425.000 0.115 0.000
032 2070-650 Welded Wire Fabric Sheets,100 mm x 400 mm x ( 4x4) mm, 1.98 Kg/m2 420.000 0.117 0.000
032 207-0700 Welded Wire Fabric Sheets, 200 mm x 200 mm x (5x5) mm, 1.54 Kg/m2 410.000 0.120 0.000
032 207-0800 Welded Wire Fabric Sheets,150 mm x150 mm x (4x4) mm, 1.35 Kg/m2 400.000 0.123 0.000
032 307-0150 Stressing Tendon,Post-tensioned in field, grouted strand,15 m span,150 metric ton 760.000 0.084 0.037
Stressing Tendon,Post-tensioned in field,grouted strand, 30 m span,grouted 50 metric
032 307-0300 550.000 0.116 0.051
ton
Stressing Tendon,Post-tensioned in field,grouted strand, 25 m span,grouted 25 metric
032 307-1000 900.000 0.071 0.031
ton
1 Skilled Foreman
032 307-1200 Stressing Tendon,Post-tensioned in field,ungrouted strand, 15 m span, 50 metric ton 3 Steel workers 350.000 0.091 0.069
3 Stressing Equipment
Stressing Tendon,Post-tensioned in field,ungrouted strand, 30 m span,ungrouted 50
032 307-1400 490.000 0.065 0.049
metric ton
032 307-1800 Stressing Tendon,Post-tensioned in field,ungrouted bars, 15 m span, 25 metric ton 410.000 0.078 0.059
Stressing Tendon,Post-tensioned in field,ungrouted bars, 25 m span,ungrouted, 25
032 307-2000 515.000 0.062 0.047
metric ton
032 307-2220 Steel Post-tensioned in field,ungrouted single strand, 30 m slab,10 metric ton 325.000 0.098 0.074
033 CAST-IN-PLACE CONCRETE
033 100 STRUCTURAL CONCRETE:
CONCRETE IN PLACE:
033 130
Including forms (5 use),reinforcing steel,and finishing unless otherwise indicated
0.125 Laborer Forman
2.000 Cement Finishers
Cast in Place, with forms,steel & finishing, Base,granolithic, 25 mm x 127mm high, 1.000 Carpenter
033 130-0204 LM 75.000 0.547 0.213
straight 1.000 Steel fixer
1.000 Common Laborer
2.000 Gas Finishing Mach.
033 130-0220 Cast in Place, with forms,steel & finishing, Base,granolithic, 25 mm x 127mm high,cove " " 56.000 0.732 0.286
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.000 Skilled Foreman
10.00 Carpenters &
Steel Fixers (reinf.)
4.000 Laborers
0.250 Cement Finisher
1.000 Equip. Oper
033 130-0300 Cast in Place, with forms,steel & finishing,Beams, 745 kg/m, 3 m span CUM
0.375 Gas Engine Vibrator
5.000 26.000 8.200
0.125 Concrete Pump &Trans
Mixer
0.500 Crane 80 Ton
0.125 Truck
4.000 Power tools
033 130-0350 Cast in Place, with forms,steel & finishing,Beams, 745 kg/m, 7.6 m span " " 6.200 20.968 6.613
1.000 Skilled Foreman
10.00 Carpenters &
Steel Fixers (reinf.)
4.000 Laborers
0.250 Cement Finisher
Cast in place with forms,steel,Columns,square, 300 mm x 300 mm, 1.000 Equip. Oper
033 130-0720 CUM 2.700 48.148 15.185
Average reinforcing, 4.2 m high 0.375 Gas Engine Vibrator
0.125 Concrete Pump &Trans
Mixer
0.500 Crane 80 Ton
0.125 Truck
4.000 Power tools
Cast in place with forms,steel,Columns,square, 600 mm x 600 mm,
033 130-0920 4.600 28.261 8.913
Average reinforcing, 4.2 m high
Cast in place with forms,steel,Columns,square, 900 mm x 900 mm,
033 130-1020 5.900 22.034 6.949
Average reinforcing, 4.2 m high
Cast in place with forms,steel,Columns,square, 300 mm x 1600 mm,
033 130-1040 4.500 28.889 9.111
Average reinforcing, 4.2 m high
1.000 Skilled Foreman
9.00 Carpenters & Steel
Fixers(reinf.)
5.000 Laborers
0.250 Cement Finisher
Cast in place including forms, steel & concrete, columns, round, tied, 300 mm 1.000 Equip. Oper
033 130-1100 4.000 32.500 6.250
diameter, Average reinforcement, 4.2 m high. 0.375 Gas Engine Vibrator
0.125 Concrete Pump &Trans
Mixer
0.500 Crane 80 Ton
0.125 Truck
2.000 Power tools
Cast in place with forms,steel,Columns,round,tied, 600 mm diameter,
033 130-1420 6.000 21.667 4.167
Average reinforcing, 4.2 m high.
Cast in place with forms,steel,Columns,round,tied, 900 mm diameter,
033 130-1520 8.200 15.854 3.049
Average reinforcing, 4.2 m high.
Cast in place with forms,steel,Columns,round,tied,900mm diameter,
033 130-1540 4.800 27.083 5.208
Maximum reinforcing, 4.2 m high.
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.000 Skilled Foreman
10.00 Carpenters&Steel
Fixers(reinf.)
4.000 Laborers
0.250 Cement Finisher
Cast in place with forms,steel & finish,Elevated flat slabs, 600 kg/m2 1.000 Equip. Oper
033 130-1900 14.700 8.844 2.789
Sup.Load, 6 m span 0.375 Gas Engine Vibrator
0.125 Concrete Pump &Trans
Mixer
0.500 Crane 80 Ton
0.125 Truck
4.000 Power tools
Cast in place with forms,steel & finish,Elevated flat slabs, 600 kg/m2
033 130-1930 20.000 6.500 2.050
Sup.Load, 8.4 m span
Cast in place with forms,steel & finish,Elevated flat slabs, 600 kg/m2
033 130-2100 15.000 8.667 2.733
Sup.Load,4.6 m span
Cast in place with forms,steel & finish,Elevated flat slabs, 600 kg/m2
033 130-2130 18.000 7.222 2.278
Sup.Load, 7.4 m span
1.000 Skilled Foreman
10.00 Carpenters&Steel
Fixers(reinf.)
4.000 Laborers
0.250 Cement Finisher
Cast in place with forms,steel & finish,Elevated Waffle slabs, 762mm domes, 1.000 Equip. Oper
033 130-2300 12.000 10.833 3.417
600 kg/m2 Sup. Load, 6 m span 0.375 Gas Engine Vibrator
0.125 Concrete Pump &Trans
Mixer
0.500 Crane 80 Ton
0.125 Truck
4.000 Power tools
Cast in place with forms,steel & finish,Elevated Waffle slabs, 762mm domes,
033 130-2350 15.000 8.667 2.733
600 kg/m2 Sup. Load, 9.2 m span
Cast in place with forms,steel & finish,Elevated joist slab, 762 mm pans 600 kg/m2
033 130-2500 11.800 11.017 3.475
Sup. Load, 4.6 m span
Cast in place with forms,steel & finish,Elevated joist slab, 762 mm pans 600 kg/m2
033 130-2750 14.400 9.028 2.847
Sup. Load, 7.2 m span
Cast in place with forms,steel & finish,Elevated One way beam slab, 600 kg/m2 Sup.
033 130-2780 9.500 13.684 4.316
Load, 7.6 m span
Cast in place with forms,steel & finish,Elevated Two way beam slab, 600 kg/m2 Sup.
033 130-2950 10.950 11.872 3.744
Load, 7.6 m span
0.50 Skilled foreman
6.00 Laborers
2.00 Cement Fisnishers
Cast in place, Elevated slabs including finish only, not including forms or 2.00 Carpenters
033 130-3200 SQM 438.000 0.210 0.091
reinforcing:Regular Concrete, 150 mm slab 1.00 Equip. Operator
1.00 Concrete Pump (small)
2.00 Gas engine vibrator
2.00 Gas Finishing Machine
Cast inplace,Lightweight concrete elevated slabs including finish only,1750 kg/m3, 64
033 130-3300 ,, " 438.000 0.210 0.091
mm thick floor fill
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.000 Skilled Foreman
5.000 Carpenters &
Steel Fixers (reinf
0.25 Cement Finisher
4.000 Laborers
033 130-3800 Cast in place including forms & steel, Spread footings, spread under 0.75 m3 CUM 0.250 Equip.Operators 15.000 5.600 1.533
0.375 Gas Enginge Vibrator
0.25 Crane 35 Ton
0.125 Truck
0.125 Concrete Pump
2.00 Power Tool
033 130-3850 Cast in place including forms & steel, Spread footings, spread over 4 m3 " 18.000 4.667 1.278
0.50 Skilled Foreman
7.000 Carpenters &
Steel Fixers (reinf)
0.250 Cement Finisher
4.000 Laborers
033 130-4050 Cast in place, Raft ( Matt ) foundation, including forms & steel, over 1000 m3 0.500 Equip.Operators 24.500 4.000 0.939
0.250 Gas Enginge Vibrator
0.250 Crane 35 Ton
0.250 Truck
0.125 Concrete Pump
2.000 Power Tool
Cast in place, Raft ( Matt ) foundation, including forms & steel, over 25 m3 & up to 500
033 130-4050 20.000 4.900 1.150
m3
033 130-4050 Cast in place, Raft ( Matt ) foundation, including forms & steel, up to 25 m3 18.000 5.444 1.278
0.5 Skilled Foreman
10.00 Carpenters &Steel
Fixers (reinf.)
5.000 Laborers
0.250 Cement Finisher
1.000 Equip. Oper
033 130-4200 Cast in place including forms & steel,Grade walls, 200 mm thick, 2400m m high 0.250 Gas Engine Vibrator
8.700 15.402 4.713
0.125 Concrete Pump &Trans
Mixer
0.625 Crane 80 Ton
0.125 Truck
4.000 Power tools
033 130-4250 Cast in place including forms & steel,Grade walls, 200 mm thick, 4.2 m high 7.000 19.143 5.857
033 130-4270 Cast in place including forms & steel,Grade walls, 300 mm thick, 4.2 m high 10.000 13.400 4.100
033 130-4350 Cast in place including forms & steel,Grade walls, 400 mm thick, 3.6 m high 15.000 8.933 2.733
033 130-4500 Cast in place including forms & steel,Grade walls, 400 mm thick, 5.5 m high 10.400 12.885 3.942
Cast in place including forms, steel & finish, Handicap access ramp,
033 130-4525 14.500 9.241 2.828
railing both sides, 1.50 m wide
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.00 Skilled foreman
6.00 Carpenters &
Steel Fixtures(reinf.)
3.00 Laborers
3.00 Cement Finishers
033 130-4700 Cast in place including forms,steel and finish, Slab on grade, 150 mm thick 0.125 Equp. Operators (med.)
12.000 9.417 3.833
0.375 Concrete Pump (small)
2.000 Power tools
0.375 Gas Engine Vibrator
3.00 Gas Finishing Machine
0.50 Skilled foreman
1.00 Laborers
Cast in place,Slab on grade,including troweled finish,not incl.forms 3.00 Cement Fisnishers
033 130-4760 SQM 100.000 0.340 0.280
or reinforcing, 100mm thick slab 0.25 Concrete Pump (small)
0.25 Gas engine vibrator
3.00 Gas Finishing Machine
0.50 Skilled foreman
1.00 Laborers
Cast in place,Slab on grade,including troweled finish,not incl.forms 3.00 Cement Fisnishers
033 130-4840 88.440 0.384 0.317
or reinforcing, 200 mm thick slab 0.25 Concrete Pump (small)
0.25 Gas engine vibrator
3.00 Gas Finishing Machine
Cast in place,Slab on grade,including troweled finish,not incl.forms
033 130-4900 77.660 0.438 0.361
or reinforcing, 300 mm thick slab
Cast in place, Slab on grade,including troweled finish,not incl.forms
033 130-4950 70.770 0.480 0.396
or reinforcing, 380 mm thick slab
Cast in place,Slab on grade,incl. textured finish,not inc. forms
033 130-5010 90.280 0.377 0.310
or reinforcing, 150 mm thick slab
Cast in place Lightweight concrete, ready mix 1:3:2,for roof decks, including screed
033 130-5650 CUM 30.000 1.133 0.933
finish only, not including forms or reinforcing
1.000 Skilled foreman
6.000 Carpenters & Steel
Fixtures (reinf.)
3.000 Laborers
Cast in place,Slab on grade,including troweled finish,forms 3.000 Cement Finishers
033 130-5700 9.000 12.556 5.111
and reinforcing, 100mm thick slab 0.125 Equip. Operators (med.)
0.375 Concrete Pump (small)
2.000 Power tools
0.375 Gas Engine Vibrator
3.000 Gas Finishing Machine
Cast in place,Slab on grade,including troweled finish,forms
033 130-5720 17.200 6.570 2.674
and reinforcing, 200mm thick slab
Cast in place,Slab on grade,including troweled finish,forms
033 130-5740 24.800 4.556 1.855
and reinforcing, 300mm thick slab
Cast in place,Thickened Slab on grade,including troweled finish,forms
033 130-5760 30.500 3.705 1.508
and reinforcing, 380mm thick slab
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.000 Skilled Foreman
5.00 Carpenters &
Steel Fixers (reinf.)
4.000 Laborers
0.250 Cement Finisher
033 130-5950 Cast in place concrete, Pile caps,forms and reinf.,square or rectangular.,over 7.5 m3 CUM 0.250 Equip. Oper 21.000 4.000 1.095
0.375 Gas Engine Vibrator
0.250 Crane 35 Ton
0.125 Truck
0.125 Concrete Pump
2.000 Power tools
Cast in place concrete, Pile caps,forms and reinf.,
033 130-6050 " 20.500 4.098 1.122
Triangular or hexagonal, over 7.5 m3
1.000 Skilled Foreman
9.000 Carpenters
5.000 Laborers
0.500 Cement Finisher
Cast in place concrete, Retaining walls,gravity, 1.2 m high including forms &
033 130-6200 0.500 Equip. Oper 15.500 8.258 2.710
reinforcement, tapered 200 mm top, 600 mm bottom 0.375 Gas Engine Vibrator
0.375 Concrete Pump (small)
0.500 Crane 80 Ton
4.00 Power tools
033 134-0050 Grout Column & machine bases,non-shrink metallic grout, 50 mm deep " " 4.000 4.000 0.000
033 160-0500 Gunite,applied in 25mm layers,typical in place,including mesh, 100 mm thick,average 30.000 2.433 0.333
Gunite,applied in 25mm layers,typical in place,including mesh,100 mm thick,high
033 160-1100 20.000 3.650 0.500
finish,average
033 168 PATCHING CONCRETE:
1.000 Cement Finisher
033 168-0100 Patching concrete in Floors, 6 mm thick, small areas,regular grout SQM 1.000 Helper 20.000 0.800 0.400
1.000 Tool set
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1.000 Cement Finisher
033 168-0150 Patching concrete in Floors, 6 mm thick, small areas,epoxy grout SQM 1.000 Helper 15.000 1.067 0.533
1.000 Tool set
033 168-2150 Patching concrete in Walls,including chipping,cleaning and epoxy grout Average " " 6.000 2.667 1.333
1 Labor Foreman
9 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for large
033 172-0200 2 Carpenter 87.000 1.195 0.276
beams,elevated,pumped 1 Equip. Operator
2 Gas Engine Vibrator
1 Concrete Pump & Trans Mixer
1 Labor Foreman
9 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for elevated slabs,less than
033 172-1400 2 Carpenter 87.000 1.195 0.276
150 mm thick,pumped 1 Equip. Operator
2 Gas Engine Vibrator
1 Concrete Pump & Trans Mixer
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for elevated slabs,less than 150 1 Carpenter
033 172-1450 60.000 1.200 0.400
mm thick, with crane & bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
9 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for elevated slabs,150 mm to
033 172-1500 2 Carpenter 105.000 0.990 0.229
250 mm thick,pumped 1 Equip. Operator
2 Gas Engine Vibrator
1 Concrete Pump & Trans Mixer
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for elevated slabs over 250 mm 1 Carpenter
033 172-1650 CUM 69.000 1.043 0.348
thick, with crane & bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
5 Laborers
Placing concrete,including vibrating,labor & equipment for footings,
033 172-1900 1 Carpenter 93.000 0.688 0.172
continous,shallow,direct chute 1 Cement Finisher
2 Gas Engine Vibrators
1 Labor foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for footings,
033 172-1950 1 Carpenter 71.000 1.014 0.338
continous,shallow,pumped 1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for footings, continuous, 1 Carpenter
033 172-2000 66.000 1.091 0.364
shallow, with crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
5 Laborers
Placing concrete,including vibrating,labor & equipment for footings, Deep continuous
033 172-2100 1 Carpenter 112.000 0.571 0.143
footings,direct chute 1 Cement Finisher
2 Gas Engine Vibrators
1 Labor foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for footings, Deep continuous
033 172-2150 1 Carpenter 93.000 0.774 0.258
footings,pumped 1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
Placing concrete,including vibrating,labor & equipment for spread footings,over 4 m3,
033 172-2600 1 Carpenter 87.000 0.736 0.184
direct chute 1 Cement Finisher
2 Gas Engine Vibrators
1 Labor foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for spread footings,over 4 m3,
033 172-2650 1 Carpenter 85.000 0.847 0.282
pumped 1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for spread footings,over 4 m3, 1 Carpenter
033 172-2700 70.000 1.029 0.343
with crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for foundation mats, over
033 172-2950 1 Carpenter 233.000 0.309 0.103
1000 m3, pumped 1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for foundation mats, 1 Carpenter
033 172-3000 100.000 0.720 0.240
over 1000 m3, with crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
5 Laborers
033 172-3200 Placing concrete,including vibrating,labor & equipment for grade,beams,direct chute 1 Carpenter 112.000 0.571 0.143
1 Cement Finisher
2 Gas Engine Vibrators
1 Labor foreman
5 Laborers
1 Cement Finisher
033 172-3250 Placing concrete,including vibrating,labor & equipment for grade,beams,pumped 1 Carpenter 105.000 0.686 0.229
1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for grade, 1 Carpenter
033 172-3300 100.000 0.720 0.240
beams, with crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for high rise, more than 1 Carpenter
033 172-3500 CUM 90.000 0.800 0.356
5 stories & up to 15 stories, pumped, adds/story 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
Placing concrete,including vibrating,labor & equipment for high rise,
033 172-3510 95.000 0.758 0.000
more than 5 stories, with crane and bucket adds/story
Placing concrete,including vibrating,labor & equipment for high rise, more than
033 172-3520 110.000 0.655 0.040
15 stories, pumped, adds/story
Placing concrete,including vibrating,labor & equipment for high rise, more than 15
033 172-3510 115.000 0.626 0.040
stories, with crane and bucket adds/story
1 Labor Foreman
5 Laborers
Placing concrete,including vibrating,labor & equipment for pile cap,over 8m3 direct
033 172-4000 1 Carpenter 140.000 0.457 0.114
chute 1 Cement Finisher
2 Gas Engine Vibrators
1 Labor foreman
5 Laborers
1 Cement Finisher
033 172-4050 Placing concrete,including vibrating,labor & equipment for pile cap,over 8m3 pumped 1 Carpenter 116.000 0.621 0.207
1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for pile cap,over 8m3 with crane 1 Carpenter
033 172-4100 100.000 0.720 0.240
and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
5 Laborers
Placing concrete,including vibrating,labor & equipment for slab over 150 mm thick,
033 172-4600 1 Carpenter 116.000 0.552 0.138
direct chute 1 Cement Finisher
2 Gas Engine Vibrators
1 Labor foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for slab over 150 mm thick,
033 172-4650 1 Carpenter 116.000 0.621 0.207
pumped 1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for slab over 1 Carpenter
033 172-4700 100.000 0.720 0.240
150 mm thick, with crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor Foreman
5 Laborers
Placing concrete,including vibrating,labor & equipment for walls, 200 mm thick, direct
033 172-4900 1 Carpenter 70.000 0.914 0.229
chute 1 Cement Finisher
2 Gas Engine Vibrators
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
1 Labor foreman
5 Laborers
1 Cement Finisher
033 172-4950 Placing concrete,including vibrating,labor & equipment for walls, 200 mm thick, pumped 1 Carpenter 76.000 0.947 0.316
1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for walls, 200 mm thick, with 1 Carpenter
033 172-5000 66.000 1.091 0.364
crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
1 Labor foreman
5 Laborers
1 Cement Finisher
033 172-5100 Placing concrete,including vibrating,labor & equipment for walls, 300 mm thick, pumped 1 Carpenter 77.000 0.935 0.312
1 Equip.Oper.(med.)
2 Gas Engine Vibrators
1 Concrete Pump (small)
1 Labor Foreman
5 Laborers
1 Cement Finisher
Placing concrete,including vibrating,labor & equipment for walls, 400 mm thick,with 1 Carpenter
033 172-5400 60.000 1.200 0.400
crane and bucket 1 Equip. Oper.
2 Gas Engine Vibrators
1 Concrete Bucket,0.76m3
1 Hyd.Crane,50 metric ton
0.125 Labor Foreman
Add to above concrete placing items and as required for concrete dumping
033 172-5810 1.00 Laborers 40.000 0.225 0.200
using wheeled riding carts, 45 meter haul. 1.00 Concrete Wheeled Carts.
033 454-0950 Concrete,Granolithic topping,laid after,1:1:1-1/2 mix, 50 mm thick 40.000 0.625 0.400
Concrete,Granolithic topping Heavy duty,1:1:2, 20 mm thick, preshrunk,gray,over 2000
033 454-1200 25.000 1.000 0.640
m2
033 454-1350 Concrete,Granolithic topping,for colors, 2.44 kg/m2, add, Average 115.000 0.217 0.139
033 454-1600 Concrete,Exposed local aggregate finish, Average 1 Cement finisher 45.000 0.178 0.000
0.25 Labor Foreman
033 454-2000 Concrete,Floor hardeners, metallic,light service, 2.44 kg/m2 1 Cement Finisher 68.000 0.147 0.118
1 Gas Finishing Mach.
033 454-2050 Concrete,Floor hardeners, metallic,Medium service, 3.66 kg/m2 60.000 0.167 0.133
033 454-2100 Concrete,Floor hardeners, metallic,Heavy service, 4.88 kg/m2 52.000 0.192 0.154
0.25 Labor Foreman
033 454-2150 Concrete,Floor hardeners, metallic,Extra Heavy service, 7.32 kg/m2 SQM 1 Cement Finisher 45.000 0.222 0.178
1 Gas Finishing Mach.
033 454-2300 Concrete,Floor hardeners,Non-metallic,light service, 2.44 kg/m2 68.000 0.147 0.118
033 454-2450 Concrete,Floor hardeners,Non-metallic, Extra Heavy, 7.32 kg/m2 45.000 0.222 0.178
033 454-2600 Concrete,Floor colored hardener,metallic,medium service 3.66 kg/m2 35.000 0.286 0.229
033 454-2650 Concrete,Floor colored hardener,non-metallic,medium service 3.66 kg/m2 45.000 0.222 0.178
033 454-3850 Concrete floor Dustproofing,silicate liquids, 2 coats 1 Cement finisher 100.000 0.080 0.000
033 454-4000 Concrete floor,Dustproofing,Epoxy coating, 1 coat, clear 115.000 0.070 0.000
033 454-4050 Concrete floor,Dustproofing,Epoxy coating, 1 coat,Colors 115.000 0.070 0.000
033 454-4400 Concrete Stair finish,float 20.000 0.400 0.000
033 454-4500 Concrete Stair finish,Steel trowel finish 15.000 0.533 0.000
033 454-4600 Concrete Stair finish,Silicon carbide finish,1.22 kg/m2 10.000 0.800 0.000
033 458-0100 Finishing Concrete Walls,Carborundum rub, dry ,, 28.000 0.571 0.000
DIVISION 03 : CONCRETE
CSI CREW DAILY MAN EQUIP.
ITEM DESCRIPTION UNIT
CODE STRUCTURE OUTPUT HOURS HOURS
0.25 Labor Foreman
4 Laborers
033 458-0300 Finishing Concrete Walls, Bush hammer,green concrete 1 Equipment Oper.(light) 75.000 0.560 0.107
1 Air Compressor,118 L/s W/
Accessories & Hoses
033 458-0600 Finishing Concrete Walls, Float finish, 2 mm thick 1 Cement Finisher 22.000 0.364 0.000
0.25 Foreman
1.00 Laborer
033 458-0700 Finishing Concrete Walls, Sandblast,light penetration 2.00 Cement Finishers
85.000 0.306 0.188
2.00 Gas Finishing Mach.
033 458-0750 Finishing Concrete Walls, Sandblast,Heavy penetration " 28.000 0.929 0.571
Precast roof slabs, Prestressed hollowcore or plank, 195 Kg/m2 LL, 200 mm deep,
034 136-0010 320.000 0.275 0.225
Jobs with difficulties.
034 136-0200 Precast floor slabs, Prestressed hollowcore or plank, 490 Kg/m2 LL, 250 mm deep 520.000 0.169 0.138
034 802-1250 Lintel,Precast concrete, 200 mm wide, 200 mm height, to 3.6 m long,over 10 floors. 42.000 0.810 0.190
034 802-1400 Lintel,Precast concrete, 250 mm wide, 200 mm height,to 4.3 m long, low rise 65.000 0.523 0.123
034 802-1450 Lintel,Precast concrete, 300 mm wide, 200 mm height, to 5.8 m long, 5 to 10 floors. 70.000 0.486 0.114
035 CEMENTITIOUS DECKS
035 200 LIGHTWEIGHT CONCRETE:
035 204 CONCRETE CHANNEL SLABS:
0.5 Labor Foreman
3 Carpenters
035 204-0010 Concrete channel slabs 70 mm or 90 mm thick, straight SQM 1 Laborer 120.000 0.367 0.067
1 Equip. Oper.(crane)
1 Hyd. Crane,11 metric ton
035 204-0050 Concrete channel slabs 70 mm or 90 mm thick, chopped up 65.000 0.677 0.123
035 204-0300 Concrete channel slabs 200 mm thick,span to 7 m 85.000 0.518 0.094
035 208-0100 Concrete plank lightweight,nailable,T&G, 95 mm thick " " 136.000 0.324 0.059
035 304-0100 Formboard,including sub-purlins non-asbestos,fiberglass, 25 mm thick " " 205.000 0.137 0.039