AMSC Productivity Rate - Turner

Page 1 of 50

AMSC PRODUCTIVITY RATE

ItemActivity Activity SUB Unit QTY Prod. Rate Days Tot. Man OD (O)

ID Description ACTIVITY (unit/day)

SITEWORKS

Z0U34-0000 Site Clearing M2 1,502.00 4,200.00 0.36 2.000 0.72 1 0.72

Z0U34-0010 Setting-out / Layout M 160.08 76.00 2.11 3.000 6.32 1 6.32

SUBSTRUCTURE

Z0U34-0020 Excavation for footings + Disposal of Materials M3 953.00 409.50 2.33 2.000 4.65 2 2.33

M3 555.00 345.60 1.61 8.250 13.25 3 4.42

5

Z0U34-0030 Formation Level & Compaction M3 238 252.00 0.94 6.250 5.90 2 2.95

Z0U34-0040 Anti-Termite Applications (Under PCC Footings) M2 571 202.50 2.82 1.000 2.82 1 2.82

Z0U34-0050 Backfill & Compaction upto bot. of PCC Tie-Beam M3 268 252.00 1.06 8.250 8.77 7 1.25

Z0U34-0060 Anti-Termite Applications (Under PCC Tie-Beam) M2 37 202.50 0.18 1.000 0.18 1 0.18

Z0U34-0070 Backfill & Compaction up to bot of PCC Grd. Slab M3 2,332.00 252.00 9.25 8.250 76.35 3 25.45

Z0U34-0080 Anti-Termite Applications (Under PCC Grade Slab) M2 894 202.50 4.41 1.000 4.41 1 4.41

Z0U34-0090 Shutters + 50mm Thk. PCC Under Footings M2 982 270.00 3.64 11.000 40.01 2 20.00

Crew Desc.

Tot. M-days

Manpower/day

1 Operator 1 Helper

2 Carpenter 1 Helper

For Excavation

1 Operator 1 Helper

For Disposal

0.75 Operator 6 Driver

1.5 Helper

.75 Operator 4 Driver 1.5 Helper

2 Technican


1.5 Helper

2 Technican


1.5 Helper

2 Technican

1 Mason 10 Helper

Page 2 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-0100 50mm Protection Screed (Over W.P. Membrane-Ftg.) M2 2,246.00 270.00 8.32 11.000 91.50 2 45.75

Z0U34-0110 RCC For Footings Casting M3 244 180.00 1.36 26.000 35.24 1 35.24

Formworks M2 976.00 12.00 81.33 3.056 248.55 4 62.14

Rebars kg 43,920.00 250.00 175.68 2.056 361.20 3 120.40

M2 976.00 35.00 27.89 3.056 85.22 2 42.61

10

Z0U34-0120 RCC Necks Columns / Walls + MEP Sleeves Casting M3 154 81.00 1.90 22.000 41.83 1 41.83

Formworks M2 616.00 4.00 154.00 3.056 470.62 5 94.12

Rebars kg 27,720.00 200.00 138.60 2.056 284.96 4 71.24

1 Mason 10 Helper

1 Carpenter 18 Helper 6 Mason

1 Steel Fixer

2 Carpenter

1 Helper .056 Operator

1 Steel Fixer 1

Helper .056 Operator

Deshuttering

2 Carpenter



2 Carpenter


1 Steel Fixer 1


Page 3 of 50




Crew Desc.

Tot. M-days

Manpower/day

M2 616.00 28.00 22.00 3.056 67.23 2 33.62

12

Z0U34-0130 Shutters + 50mm Thk. PCC Under Tie-Beams M2 63 270.00 0.23 11.000 2.57 2 1.28

Z0U34-0140 50mm Screed (Over W.P. Membrane-T.B.) M2 144 270.00 0.53 11.000 5.87 2 2.93

Z0U34-0150 RCC Tie Beams + MEP Sleeves Casting M3 33 180.00 0.18 22.000 4.03 1 4.03

Formworks M2 132.00 4.00 33.00 3.056 100.85 4 25.21

Rebars kg 5,940.00 250.00 23.76 2.056 48.85 3 16.28

M2 132.00 28.00 4.71 3.056 14.41 2 7.20

10

Z0U34-0160 RCC Kickers Over Tie-Beam Casting M3 1 180.00 0.01 22.000 0.12 1 0.12

Deshuttering

2 Carpenter


1 Mason 10 Helper

1 Mason 10 Helper


1 Steel Fixer

2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter



1 Steel Fixer

Page 4 of 50




Crew Desc.

Tot. M-days

Manpower/day

Formworks M2 4.00 4.00 1.00 3.056 3.06 1 3.06

Rebars kg 180.00 250.00 0.72 2.056 1.48 1 1.48

M2 4.00 28.00 0.14 3.056 0.44 1 0.44

4

Z0U34-0170 50mm Thk. PCC Under Grade Slab M2 1,537.00 270.00 5.69 11.000 62.62 2 31.31

Z0U34-0180 Mesh + Filler Board & RCC For Grade Slab M3 208 180.00 1.16 26.000 30.04 3 10.01

Z0U34-0190 50mm Thk. PCC Steps & Ramps M2 10 270.00 0.04 11.000 0.41 2 0.20

Z0U34-0200 Steps & Ramps Works + Place Conc. M3 5 180.00 0.03 26.000 0.72 8 0.09

Z0U34-0210 Waterproofing Membrane (Over PCC Footings) M2 1,047.00 152.00 6.89 6.000 41.33 2 20.66

Z0U34-0220 Water Proofing For Neck Column & Wall & Footing M2 2,021.00 152.00 13.30 6.000 79.78 3 26.59

2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


1 Mason 10 Helper


1 Steel Fixer

1 Mason 10 Helper


1 Steel Fixer

4 Waterproof

er 2 Helper

4 Waterproof

er 2 Helper

Page 5 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-0230 Waterproofing Membrane (Over PCC Tie-beams) M2 67 152.00 0.44 6.000 2.64 2 1.32

Z0U34-0240 Waterproofing Membrane For Tie Beams M2 121 152.00 0.80 6.000 4.78 3 1.59

Z0U34-0250 50mm Thk. PCC Under Base of Tank M2 77 270.00 0.29 11.000 3.14 1 3.14

Z0U34-0260 Waterproofing Membrane (Over PCC - Base) M2 82 152.00 0.54 6.000 3.24 1 3.24

Z0U34-0270 50mm Protect'n Screed (Over W.P. Membrane-Base) M2 176 270.00 0.65 11.000 7.17 1 7.17

Z0U34-0280 RCC Water Tank Base + Deshuttering Casting M3 38 180.00 0.21 26.000 5.49 1 5.49

Formworks M2 152.00 12.00 12.67 3.056 38.71 1 38.71

Rebars kg 6,840.00 250.00 27.36 2.056 56.25 1 56.25

M2 152.00 35.00 4.34 3.056 13.27 1 13.27

4

Z0U34-0290 RCC Wall W/MEP Pipes & Water Stop + Deshuttering Casting M3 34 81.00 0.42 22.000 9.23 1 9.23

4 Waterproof

er 2 Helper

4 Waterproof

er 2 Helper

1 Mason 10 Helper

4 Waterproof

er 2 Helper

1 Mason 10 Helper


1 Steel Fixer

2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter



Page 6 of 50




Crew Desc.

Tot. M-days

Manpower/day

Formworks M2 136.00 4.00 34.00 3.056 103.90 2 51.95

Rebars kg 6,120.00 200.00 30.60 2.056 62.91 1 62.91

M2 136.00 28.00 4.86 3.056 14.84 1 14.84

5

Z0U34-0300 RCC Top Slab + Deshuttering for Water Tank Casting M3 8.00 180.00 0.04 26.000 1.16 1 1.16

Formworks M2 40.00 16.00 2.50 3.056 7.64 2 3.82

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 1 14.80

M2 40.00 32.00 1.25 3.056 3.82 1 3.82

5

Z0U34-0310 Water Proofing Membrane all around outside surfc M2 172 152.00 1.13 6.000 6.79 2 3.39

2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


1 Carpenter

18 Helper 6 Mason

1 Steel Fixer

2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


4 Waterproof

er 2 Helper

Page 7 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-0320 Protection Board all around outside surface M2 172 152.00 1.13 6.000 6.79 2 3.39

Z0U34-0330 Backfill around Water tank walls M3 6 252.00 0.02 8.250 0.20 3 0.07

Z0U34-0340 G.R.P. Lining around inside + S.S. Lader & Door M2 221 20.00 11.05 2.000 22.10 3 7.37

Z0U34-0350 50mm Thk. PCC Under Base of Elevator Shaft M2 14 270.00 0.05 11.000 0.57 1 0.57

Z0U34-0360 Waterproofing Membrane (Over PCC - Base) M2 15 152.00 0.10 6.000 0.59 1 0.59

Z0U34-0370 50mm Protect'n Screed (Over W.P. Membrane-Base) M2 32 270.00 0.12 11.000 1.30 1 1.30

Z0U34-0380 RCC Elevator Shaft Base + Deshuttering Casting M3 7 180.00 0.04 26.000 1.01 1 1.01

Formworks M2 28.00 12.00 2.33 3.056 7.13 1 7.13

Rebars kg 1,260.00 250.00 5.04 2.056 10.36 1 10.36

M2 28.00 35.00 0.80 3.056 2.44 1 2.44

4

4 Waterproof

er 2 Helper


1.5 Helper

1 Mason 1 Helper

1 Mason 10 Helper

4 Waterproof

er 2 Helper

1 Mason 10 Helper


1 Steel Fixer

2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


Page 8 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-0390 RCC Wall W/ MEP Cond. + Deshuttering Casting M3 4 81.00 0.05 22.000 1.09 1 1.09

Formworks M2 16.00 4.00 4.00 3.056 12.22 2 6.11

Rebars kg 720.00 200.00 3.60 2.056 7.40 1 7.40

M2 16.00 28.00 0.57 3.056 1.75 1 1.75

5

Z0U34-0400 Water Proofing Membrane all around outside surfc M2 60 152.00 0.39 6.000 2.37 3 0.79

Z0U34-0410 Protection Board all around outside surface M2 216 152.00 1.42 6.000 8.53 2 4.26

Z0U34-0420 Backfill around the Lift's Pit wall M3 9.89 252.00 0.04 8.250 0.32 3 0.11

Z0U34-0430 RCC For Wall/Col. From Top of Grade Slab-1L Casting M3 251 81.00 3.10 22.000 68.17 1 68.17

Formworks M2 1,004.00 4.00 251.00 3.056 767.06 5 153.41


2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


4 Waterproof

er 2 Helper

4 Waterproof

er 2 Helper


1.5 Helper


2 Carpenter


Page 9 of 50




Crew Desc.

Tot. M-days

Manpower/day

Rebars kg 45,180.00 200.00 225.90 2.056 464.45 4 116.11

M2 1,004.00 28.00 35.86 3.056 109.58 2 54.79

12

Z0U34-0440 Columns From Top of Grade Slab-1L (Canopy) Casting M3 1 81.00 0.01 22.000 0.27 1 0.27

Formworks M2 4.00 4.00 1.00 3.056 3.06 2 1.53

Rebars kg 180.00 200.00 0.90 2.056 1.85 2 0.93

M2 4.00 28.00 0.14 3.056 0.44 1 0.44

6

Z0U34-0450 RCC Slab / Beam - 1L Casting M3 231.00 180.00 1.28 26.000 33.37 1 33.37

Formworks M2 1,155.00 16.00 72.19 3.056 220.61 6 36.77

1 Steel Fixer 1


Deshuttering

2 Carpenter



2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


1 Carpenter

18 Helper 6 Mason

1 Steel Fixer

2 Carpenter


Page 10 of 50




Crew Desc.

Tot. M-days

Manpower/day

Rebars kg 41,580.00 200.00 207.90 2.056 427.44 5 85.49

M2 1,155.00 32.00 36.09 3.056 110.30 2 55.15

14

Z0U34-0460 RCC For Stair/Landings @ G.L. - 1L Casting M3 8 81.00 0.10 22.000 2.17 1 2.17

Formworks M2 40.00 4.00 10.00 3.056 30.56 4 7.64

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 3 4.93

M2 40.00 28.00 1.43 3.056 4.37 2 2.18

10

Z0U34-0470 RCC Canopy Casting M3 8.00 180.00 0.04 26.000 1.16 1 1.16

Formworks M2 40.00 16.00 2.50 3.056 7.64 4 1.91

1 Steel Fixer 1


Deshuttering

2 Carpenter



2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


1 Carpenter

18 Helper 6 Mason

1 Steel Fixer

2 Carpenter


Page 11 of 50




Crew Desc.

Tot. M-days

Manpower/day

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 3 4.93

M2 40.00 32.00 1.25 3.056 3.82 1 3.82

9

Z0U34-0480 RCC For Wall/Col. From Top of 1L-2L Casting M3 237 81.00 2.93 22.000 64.37 1 64.37

Formworks M2 948.00 4.00 237.00 3.056 724.27 5 144.85

Rebars kg 42,660.00 200.00 213.30 2.056 438.54 4 109.64

M2 948.00 28.00 33.86 3.056 103.47 2 51.73

12

Z0U34-0490 RCC Slab / Beam - 2L Casting M3 234.00 180.00 1.30 26.000 33.80 1 33.80

Formworks M2 1,170.00 16.00 73.13 3.056 223.47 6 37.25

1 Steel Fixer 1


Deshuttering

2 Carpenter



2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


1 Carpenter

18 Helper 6 Mason

1 Steel Fixer

2 Carpenter


Page 12 of 50




Crew Desc.

Tot. M-days

Manpower/day

Rebars kg 42,120.00 200.00 210.60 2.056 432.99 5 86.60

M2 1,170.00 32.00 36.56 3.056 111.74 2 55.87

14

Z0U34-0500 RCC for Stair/Landings @ 1L-2L Casting M3 7 81.00 0.09 22.000 1.90 1 1.90

Formworks M2 35.00 4.00 8.75 3.056 26.74 4 6.69

Rebars kg 1,260.00 200.00 6.30 2.056 12.95 3 4.32

M2 35.00 28.00 1.25 3.056 3.82 2 1.91

FINISHES

Z0U34-2710 I. Hollow Block Works + Lintels @ Grnd Flr. M2 1,879.00 10.00 187.90 2.056 386.32 14 27.59

Z0U34-2720 I. Internal Plaster Accessories & Rush @ GL M2 347.00 48.46 7.16 2.000 14.32 7 2.05

Z0U34-2730 I. Internal Plaster Works @ GL M2 2,413.00 20.00 120.65 2.000 241.30 12 20.11

1 Steel Fixer 1


Deshuttering

2 Carpenter



2 Carpenter


1 Steel Fixer 1


Deshuttering

2 Carpenter


1 Mason 1


1 Mason 1 Helper

1 Mason 1 Helper

Page 13 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-2740 I. Glazed Ceramic Tile @ GL M2 826 12.00 68.83 2.056 141.52 14 10.11

Z0U34-2750 I. Block Works For Ducts @ Grnd Flr. M2 113 10.00 11.30 2.056 23.23 2 11.62

Z0U34-2760 I. Install False Ceiling (Susp. + Boarding) @ GL M2 509 7.20 70.69 2.056 145.35 14 10.38

Z0U34-2770 I. Screed + Ceramic Tiles & Skirtings @ GL M2 1572 12.00 131.00 2.056 269.34 14 19.24

Z0U34-2780 I. Screed + Non-Slip Ceramic Tiles &Skirtings@GL M2 354 32.00 11.06 2.056 22.74 14 1.62

Z0U34-2790 I. Water Proofing + Screed on Wet Areas - GL M2 683 64.00 10.67 6.000 64.03 10 6.40

Z0U34-2800 I. Frames Installations @ GL Nos. 59 4.80 12.29 2.056 25.27 14 1.81

Z0U34-2810 I. Doors w/ Ironmongery @ GL Nos. 59 4.80 12.29 2.056 25.27 12 2.11

Z0U34-2820 I. Frames Installation Works @ GL M2 108 4.80 22.50 2.056 46.26 14 3.30

Z0U34-2830 I.Aluminum + Glass & Other Associated Works @ GL M2 108 1.60 67.50 2.056 138.78 12 11.57

1 Mason 1


1 Mason 1


1 Carpenter


1 Mason 1


1 Mason 1


4Waterproofer 2 Helper

1 Carpenter


1 Carpenter


1 Carpenter


1 Alum. Tech 1


Page 14 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-2840 I. Kitchen Cabinets @ GL Nos. 14 0.60 23.33 2.056 47.97 14 3.43

Z0U34-2850 I. Wardrobes @ GL Nos. 17 0.75 22.67 2.056 46.60 14 3.33

Z0U34-2860 I. Primer Application Works @ GL M2 864.00 54.60 15.82 1.000 1 Painter 15.82 10 1.58

Z0U34-2870 I. Stucco Application Works @ GL M2 864.00 16.40 52.68 1.000 1 Painter 52.68 14 3.76

Z0U34-2880 I. Emulsion Paint Works @ GL M2 1,626.00 32.20 50.50 1.000 1 Painter 50.50 12 4.21

Z0U34-2890 O. Plaster Accessories & Rush @ GL M2 52 48.46 1.07 2.000 2.15 7 0.31

Z0U34-2900 O. Plaster Works @ GL M2 316 20.00 15.80 2.000 31.60 12 2.63

Z0U34-2910 O. Polished Marble & Ceramic for Wall @ GL M2 37 10.00 3.70 2.056 7.61 14 0.54

Z0U34-2920 O. Blk Wks For Garbage Chutes+Plaster@ Grnd Flr. M2 16 10.00 1.60 2.056 3.29 2 1.64

Z0U34-2930 O. Gypsum Board +Washable Paint @ GL M2 66 16.00 4.13 2.056 8.48 14 0.61

Z0U34-2940 O. Semi Recessed G.R.G. Tiles @ GL M2 36 16.00 2.25 2.056 4.63 14 0.33

Z0U34-2950 O. Sreed + Graniti Tiles & Skirtings @ GL M2 514 12.00 42.83 2.056 88.07 14 6.29

1 Carpenter


1 Carpenter


1 Mason 1 Helper

1 Mason 1 Helper

1 Mason 1


1 Mason 1


1 Carpenter


1 Carpenter


1 Mason 1


Page 15 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-2960 O. Screed + Polished Marble & Skirtings @ GL M2 148 12.00 12.33 2.056 25.36 14 1.81

Z0U34-2970 O. G. Stl, Powdr coated Railin to Staircase @ GL LM 24 20.00 1.20 2.056 2.47 10 0.25

Z0U34-2980 O. Primer ApplicationWorks @ GL. M2 109 54.60 2.00 1.000 1 Painter 2.00 8 0.25

Z0U34-2990 O. Stucco Application Works @ GL M2 109 16.40 6.65 1.000 1 Painter 6.65 12 0.55

Z0U34-3000 O. Emulsion Paint Works @ GL M2 58 32.20 1.80 1.000 1 Painter 1.80 10 0.18

Z0U34-3010 I. Hollow Block Works + Lintels @ 1st Flr. M2 1,950.00 10.00 195.00 2.056 400.92 14 28.64

Z0U34-3020 I. Internal Plaster Accessories & Rush @ 1L M2 347.00 48.46 7.16 2.000 14.32 7 2.05

Z0U34-3030 I. Internal Plaster Works @ 1L M2 2,581.00 20.00 129.05 2.000 258.10 12 21.51

Z0U34-3040 I. Glazed Ceramic Tile @ 1L M2 735 12.00 61.25 2.056 125.93 14 9.00

Z0U34-3050 I. Block Works For Ducts @ 1st Flr. M2 93 10.00 9.30 2.056 19.12 2 9.56

Z0U34-3060 I. Install False Ceiling (Susp. + Boarding) @ 1L M2 476 7.20 66.11 2.056 135.92 14 9.71

Z0U34-3070 I. Screed + Ceramic Tiles & Skirtings @ 1L M2 1746 12.00 145.50 2.056 299.15 14 21.37

1 Mason 1


1 Alum. Tech 1


1 Mason 1


1 Mason 1 Helper

1 Mason 1 Helper

1 Mason 1


1 Mason 1


1 Carpenter


1 Mason 1


Page 16 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-3080 I. Screed + Non-Slip Ceramic Tiles &Skirtings@1L M2 269 32.00 8.41 2.056 17.28 8 2.16

Z0U34-3090 I. Water Proofing + Screed on Wet Areas - 1L M2 683 64.00 10.67 6.000 64.03 10 6.40

Z0U34-3100 I. Frames Installations @ 1L Nos. 72 4.80 15.00 2.056 30.84 14 2.20

Z0U34-3110 I. Doors w/ Ironmongery @ 1L Nos. 72 4.80 15.00 2.056 30.84 12 2.57

Z0U34-3120 I. Frames Installation Works @ GL M2 100 4.80 20.83 2.056 42.83 14 3.06

Z0U34-3130 I. Aluminum+Glass & Other Associated Works @ 1L M2 100 1.60 62.50 2.056 128.50 12 10.71

Z0U34-3140 I. Wardrobes @ 1L Nos. 17 0.75 22.67 2.056 46.60 14 3.33

Z0U34-3150 I. Kitchen Cabinets @ 1L Nos. 15 0.60 25.00 2.056 51.40 14 3.67

Z0U34-3160 I. Primer Application Works @ 1L M2 855.00 54.60 15.66 1.000 1 Painter 15.66 12 1.30

Z0U34-3170 I. Stucco Application Works @ 1L M2 855.00 16.40 52.13 1.000 1 Painter 52.13 14 3.72

Z0U34-3180 I. Emulsion Paint Works @ 1L M2 1,649.00 32.20 51.21 1.000 1 Painter 51.21 14 3.66

Z0U34-3190 O. Plaster Accessories & Rush @ 1L M2 52 48.46 1.07 2.000 2.15 7 0.31

Z0U34-3200 O. Plaster Works @ 1L M2 297 20.00 14.85 2.000 29.70 12 2.48

1 Mason 1



1 Carpenter


1 Carpenter


1 Carpenter


1 Alum. Tech 1


1 Carpenter


1 Carpenter


1 Mason 1 Helper

1 Mason 1 Helper

Page 17 of 50




Crew Desc.

Tot. M-days

Manpower/day

Z0U34-3210 O. Polished Marble & Ceramic for Wall @ 1L M2 36 10.00 3.60 2.056 7.40 14 0.53

Z0U34-3220 O. Blk Wks For Garbage Chutes+Plasters@ 1st Flr. M2 14 10.00 1.40 2.056 2.88 2 1.44

Z0U34-3230 O. Gypsum Board +Washable Paint @ 1L M2 66 16.00 4.13 2.056 8.48 14 0.61

Z0U34-3240 O. Semi Recessed G.R.G. Tiles @ 1L M2 36 16.00 2.25 2.056 4.63 14 0.33

Z0U34-3250 O. Sreed + Graniti Tiles & Skirtings @ 1L M2 425 12.00 35.42 2.056 72.82 14 5.20

Z0U34-3260 O. Screed + Polished Marble & Skirtings @ 1L M2 48 12.00 4.00 2.056 8.22 14 0.59

Z0U34-3270 O. G. Stl, Powdr coated Railin to Staircase @ 1L LM 26 20.00 1.30 2.056 2.67 10 0.27

Z0U34-3280 O. Primer Application Works @ 1L M2 103 54.60 1.89 1.000 1 Painter 1.89 8 0.24

Z0U34-3290 O. Stucco Application Works @ 1L M2 103 16.40 6.28 1.000 1 Painter 6.28 10 0.63

Z0U34-3300 O. Emulsion Paint Works @ 1L M2 58 32.20 1.80 1.000 1 Painter 1.80 12 0.15

1 Mason 1


1 Mason 1


1 Carpenter


1 Carpenter


1 Mason 1


1 Mason 1


1 Alum. Tech 1


Page 18 of 50

ItemActivity Activity SUB Unit QTY (F) Days (H) OD (O) M A N - D A Y S E Q M T - D A Y S

ID Description ACTIVITY (unit/day) (F/G) (H x I) (N/O) Mason Helper Operator Driver Painter (H x I) Dozer Shovel Dump T. B. Roller B. Cat S. Roller M. Crane Vibrator

SITEWORKS

Z0U34-0000 Site Clearing M2 1,502.00 4,200.00 0.36 2.000 0.72 1 0.72 0.36 0.36 1.000 1 Dozer 0.36 0.36

Z0U34-0010 Setting-out / Layout M 160.08 76.00 2.11 3.000 6.32 1 6.32 4.21 2.11

SUBSTRUCTURE

Z0U34-0020 Excavation for footings + Disposal of Materials M3 953.00 409.50 2.33 2.000 4.65 2 2.33 0.47 0.47 1.000 1 Dozer 2.33 0.47

M3 555.00 345.60 1.61 8.250 13.25 3 4.42 0.48 0.24 1.93 6.750 10.84 0.24 1.93

5 - - - 0.95 0.71 1.93 - - - - 0.47 0.24 1.93 - - - - - - -

Z0U34-0030 Formation Level & Compaction M3 238 252.00 0.94 6.250 5.90 2 2.95 0.71 0.35 1.89 4.750 4.49 0.24 1.89 0.12

Z0U34-0040 Anti-Termite Applications (Under PCC Footings) M2 571 202.50 2.82 1.000 2.82 1 2.82 2.82

Z0U34-0050 Backfill & Compaction upto bot. of PCC Tie-Beam M3 268 252.00 1.06 8.250 8.77 7 1.25 0.23 0.11 0.91 6.750 7.18 0.11 0.86 0.05

Z0U34-0060 Anti-Termite Applications (Under PCC Tie-Beam) M2 37 202.50 0.18 1.000 0.18 1 0.18 0.18

Z0U34-0070 Backfill & Compaction up to bot of PCC Grd. Slab M3 2,332.00 252.00 9.25 8.250 76.35 3 25.45 4.63 2.31 18.51 6.750 62.46 2.19 17.53 1.10

Z0U34-0080 Anti-Termite Applications (Under PCC Grade Slab) M2 894 202.50 4.41 1.000 4.41 1 4.41 4.41

Z0U34-0090 Shutters + 50mm Thk. PCC Under Footings M2 982 270.00 3.64 11.000 40.01 2 20.00 1.82 18.19

Z0U34-0100 50mm Protection Screed (Over W.P. Membrane-Ftg.) M2 2,246.00 270.00 8.32 11.000 91.50 2 45.75 4.16 41.59

Z0U34-0110 RCC For Footings Casting M3 244 180.00 1.36 26.000 35.24 1 35.24 0.500 0.68 0.07

Formworks M2 976.00 12.00 81.33 3.056 248.55 4 62.14 16.27 8.13 0.46 0.056 4.55 0.46

Rebars kg 43,920.00 250.00 175.68 2.056 361.20 3 120.40 17.57 17.57 0.98 0.056 9.84 0.98

M2 976.00 35.00 27.89 3.056 85.22 2 42.61 5.58 2.79 0.16 0.056 1.56 0.16

10 21.84 - 17.57 28.49 1.60 - - - - - - - - - - - 1.60 0.07 - -

Z0U34-0120 RCC Necks Columns / Walls + MEP Sleeves Casting M3 154 81.00 1.90 22.000 41.83 1 41.83 1.000 1 Vibrator 1.90 0.16

Formworks M2 616.00 4.00 154.00 3.056 470.62 5 94.12 25.67 12.83 0.72 0.056 8.62 0.72

Rebars kg 27,720.00 200.00 138.60 2.056 284.96 4 71.24 11.55 11.55 0.65 0.056 7.76 0.65

M2 616.00 28.00 22.00 3.056 67.23 2 33.62 3.67 1.83 0.10 0.056 1.23 0.10

12 29.33 - 11.55 26.22 1.47 - - - - - - - - - - - 1.47 0.16 - -

Z0U34-0130 Shutters + 50mm Thk. PCC Under Tie-Beams M2 63 270.00 0.23 11.000 2.57 2 1.28 0.12 1.17

Z0U34-0140 50mm Screed (Over W.P. Membrane-T.B.) M2 144 270.00 0.53 11.000 5.87 2 2.93 0.27 2.67

Z0U34-0150 RCC Tie Beams + MEP Sleeves Casting M3 33 180.00 0.18 22.000 4.03 1 4.03 0.500 0.09 0.01

Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

1 Operator 1 Helper


For Excavation

1 Operator 1 Helper

For Disposal

0.75 Operator 6 Driver 1.5 Helper

0.75 Shovel 6 D. Truck


0.5 Shovel 4 D. Truck .25 B. Roller

2 Technican



2 Technican



2 Technican

1 Mason 10 Helper

1 Mason 10 Helper

1 Carpenter 18 Helper 6 Mason 1 Steel Fixer

.5 Vibrator

2 Carpenter 1 Helper .056 Operator

.056 M. Crane

1 Steel Fixer 1 Helper .056 Operator

.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane

1 Mason 10 Helper

1 Mason 10 Helper


.5 Vibrator

Page 19 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Formworks M2 132.00 4.00 33.00 3.056 100.85 4 25.21 6.60 3.30 0.18 0.056 1.85 0.18

Rebars kg 5,940.00 250.00 23.76 2.056 48.85 3 16.28 2.38 2.38 0.13 0.056 1.33 0.13

M2 132.00 28.00 4.71 3.056 14.41 2 7.20 0.94 0.47 0.03 0.056 0.26 0.03

10 7.54 - 2.38 6.15 0.34 - - - - - - - - - - - 0.34 0.01 - -

Z0U34-0160 RCC Kickers Over Tie-Beam Casting M3 1 180.00 0.01 22.000 0.12 1 0.12 0.500 0.00 0.001

Formworks M2 4.00 4.00 1.00 3.056 3.06 1 3.06 0.50 0.25 0.01 0.056 0.06 0.01

Rebars kg 180.00 250.00 0.72 2.056 1.48 1 1.48 0.18 0.18 0.01 0.056 0.04 0.01

M2 4.00 28.00 0.14 3.056 0.44 1 0.44 0.07 0.04 0.00 0.056 0.01 0.00

4 0.57 - 0.18 0.47 0.03 0.02608 0.000694

Z0U34-0170 50mm Thk. PCC Under Grade Slab M2 1,537.00 270.00 5.69 11.000 62.62 2 31.31 2.85 28.46

Z0U34-0180 Mesh + Filler Board & RCC For Grade Slab M3 208 180.00 1.16 26.000 30.04 3 10.01 0.39 2.31 0.39 6.93 1.000 1 Vibrator 1.16 0.39

Z0U34-0190 50mm Thk. PCC Steps & Ramps M2 10 270.00 0.04 11.000 0.41 2 0.20 0.02 0.19

Z0U34-0200 Steps & Ramps Works + Place Conc. M3 5 180.00 0.03 26.000 0.72 8 0.09 0.01 0.02 0.00 0.06 1.000 1 Vibrator 0.03 0.01

Z0U34-0210 Waterproofing Membrane (Over PCC Footings) M2 1,047.00 152.00 6.89 6.000 41.33 2 20.66 6.89 13.78 -

Z0U34-0220 Water Proofing For Neck Column & Wall & Footing M2 2,021.00 152.00 13.30 6.000 79.78 3 26.59 8.86 17.73 -

Z0U34-0230 Waterproofing Membrane (Over PCC Tie-beams) M2 67 152.00 0.44 6.000 2.64 2 1.32 0.44 0.88 -

Z0U34-0240 Waterproofing Membrane For Tie Beams M2 121 152.00 0.80 6.000 4.78 3 1.59 0.53 1.06 -

Z0U34-0250 50mm Thk. PCC Under Base of Tank M2 77 270.00 0.29 11.000 3.14 1 3.14 0.29 2.85 -

Z0U34-0260 Waterproofing Membrane (Over PCC - Base) M2 82 152.00 0.54 6.000 3.24 1 3.24 1.08 2.16 -

Z0U34-0270 50mm Protect'n Screed (Over W.P. Membrane-Base) M2 176 270.00 0.65 11.000 7.17 1 7.17 0.65 6.52 -

Z0U34-0280 RCC Water Tank Base + Deshuttering Casting M3 38 180.00 0.21 26.000 5.49 1 5.49 0.500 0.11 0.03

Formworks M2 152.00 12.00 12.67 3.056 38.71 1 38.71 6.33 3.17 0.18 0.056 0.71 0.18

Rebars kg 6,840.00 250.00 27.36 2.056 56.25 1 56.25 6.84 6.84 0.38 0.056 1.53 0.38

M2 152.00 35.00 4.34 3.056 13.27 1 13.27 2.17 1.09 0.06 0.056 0.24 0.06

4 8.50 - 6.84 11.09 0.62 - - - - - - - - - - - 0.62 0.03 - -


.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane


.5 Vibrator


.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane

1 Mason 10 Helper


1 Mason 10 Helper


4 Waterproofer 2 Helper




1 Mason 10 Helper


1 Mason 10 Helper


.5 Vibrator


.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane

Page 20 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z0U34-0290 RCC Wall W/MEP Pipes & Water Stop + Deshuttering Casting M3 34 81.00 0.42 22.000 9.23 1 9.23 1.000 1 Vibrator 0.42 0.08

Formworks M2 136.00 4.00 34.00 3.056 103.90 2 51.95 13.60 6.80 0.38 0.056 1.90 0.38

Rebars kg 6,120.00 200.00 30.60 2.056 62.91 1 62.91 6.12 6.12 0.34 0.056 1.71 0.34

M2 136.00 28.00 4.86 3.056 14.84 1 14.84 1.94 0.97 0.05 0.056 0.27 0.05

5 15.54 - 6.12 13.89 0.78 - - - - - - - - - - - 0.78 0.08 - -

Z0U34-0300 RCC Top Slab + Deshuttering for Water Tank Casting M3 8.00 180.00 0.04 26.000 1.16 1 1.16 1.000 1 Vibrator 0.04 0.01

Formworks M2 40.00 16.00 2.50 3.056 7.64 2 3.82 1.00 0.50 0.03 0.056 0.14 0.03

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 1 14.80 1.44 1.44 0.08 0.056 0.40 0.08

M2 40.00 32.00 1.25 3.056 3.82 1 3.82 0.50 0.25 0.01 0.056 0.07 0.01

5 1.50 - 1.44 2.19 0.12 - - - - - - - - - - - 0.12 0.01 - -

Z0U34-0310 Water Proofing Membrane all around outside surfc M2 172 152.00 1.13 6.000 6.79 2 3.39 1.13 2.26 -

Z0U34-0320 Protection Board all around outside surface M2 172 152.00 1.13 6.000 6.79 2 3.39 1.13 2.26 -

Z0U34-0330 Backfill around Water tank walls M3 6 252.00 0.02 8.250 0.20 3 0.07 0.01 0.01 0.05 6.750 0.16 0.01 0.05 0.00

Z0U34-0340 G.R.P. Lining around inside + S.S. Lader & Door M2 221 20.00 11.05 2.000 22.10 3 7.37 3.68 3.68

Z0U34-0350 50mm Thk. PCC Under Base of Elevator Shaft M2 14 270.00 0.05 11.000 0.57 1 0.57 0.05 0.52 -

Z0U34-0360 Waterproofing Membrane (Over PCC - Base) M2 15 152.00 0.10 6.000 0.59 1 0.59 0.20 0.39 -

Z0U34-0370 50mm Protect'n Screed (Over W.P. Membrane-Base) M2 32 270.00 0.12 11.000 1.30 1 1.30 0.12 1.19 -

Z0U34-0380 RCC Elevator Shaft Base + Deshuttering Casting M3 7 180.00 0.04 26.000 1.01 1 1.01 0.500 0.02 0.00

Formworks M2 28.00 12.00 2.33 3.056 7.13 1 7.13 1.17 0.58 0.03 0.056 0.13 0.03

Rebars kg 1,260.00 250.00 5.04 2.056 10.36 1 10.36 1.26 1.26 0.07 0.056 0.28 0.07

M2 28.00 35.00 0.80 3.056 2.44 1 2.44 0.40 0.20 0.01 0.056 0.04 0.01

4 1.57 - 1.26 2.04 0.11 - - - - - - - - - - - 0.11 0.00 - -

Z0U34-0390 RCC Wall W/ MEP Cond. + Deshuttering Casting M3 4 81.00 0.05 22.000 1.09 1 1.09 1.000 1 Vibrator 0.05 0.01

Formworks M2 16.00 4.00 4.00 3.056 12.22 2 6.11 1.60 0.80 0.04 0.056 0.22 0.04

Rebars kg 720.00 200.00 3.60 2.056 7.40 1 7.40 0.72 0.72 0.04 0.056 0.20 0.04



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane





1 Mason 1 Helper

1 Mason 10 Helper


1 Mason 10 Helper


.5 Vibrator


.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Page 21 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

M2 16.00 28.00 0.57 3.056 1.75 1 1.75 0.23 0.11 0.01 0.056 0.03 0.01

5 1.83 - 0.72 1.63 0.09 - - - - - - - - - - - 0.09 0.01 - -

Z0U34-0400 Water Proofing Membrane all around outside surfc M2 60 152.00 0.39 6.000 2.37 3 0.79 0.26 0.53 -

Z0U34-0410 Protection Board all around outside surface M2 216 152.00 1.42 6.000 8.53 2 4.26 1.42 2.84 -

Z0U34-0420 Backfill around the Lift's Pit wall M3 9.89 252.00 0.04 8.250 0.32 3 0.11 0.02 0.01 0.08 6.750 0.26 0.01 0.07 0.00

Z0U34-0430 RCC For Wall/Col. From Top of Grade Slab-1L Casting M3 251 81.00 3.10 22.000 68.17 1 68.17 1.000 1 Vibrator 3.10 0.26

Formworks M2 1,004.00 4.00 251.00 3.056 767.06 5 153.41 41.83 20.92 1.17 0.056 14.06 1.17

Rebars kg 45,180.00 200.00 225.90 2.056 464.45 4 116.11 18.83 18.83 1.05 0.056 12.65 1.05

M2 1,004.00 28.00 35.86 3.056 109.58 2 54.79 5.98 2.99 0.17 0.056 2.01 0.17

12 47.81 - 18.83 42.73 2.39 - - - - - - - - - - - 2.39 0.26 - -

Z0U34-0440 Columns From Top of Grade Slab-1L (Canopy) Casting M3 1 81.00 0.01 22.000 0.27 1 0.27 1.000 1 Vibrator 0.01 0.00

Formworks M2 4.00 4.00 1.00 3.056 3.06 2 1.53 0.33 0.17 0.01 0.056 0.06 0.01

Rebars kg 180.00 200.00 0.90 2.056 1.85 2 0.93 0.15 0.15 0.01 0.056 0.05 0.01

M2 4.00 28.00 0.14 3.056 0.44 1 0.44 0.05 0.02 0.00 0.056 0.01 0.00

6 0.38 - 0.15 0.34 0.02 - - - - - - - - - - - 0.02 0.00 - -

Z0U34-0450 RCC Slab / Beam - 1L Casting M3 231.00 180.00 1.28 26.000 33.37 1 33.37 1.000 1 Vibrator 1.28 0.09

Formworks M2 1,155.00 16.00 72.19 3.056 220.61 6 36.77 10.31 5.16 0.29 0.056 4.04 0.29

Rebars kg 41,580.00 200.00 207.90 2.056 427.44 5 85.49 14.85 14.85 0.83 0.056 11.64 0.83

M2 1,155.00 32.00 36.09 3.056 110.30 2 55.15 5.16 2.58 0.14 0.056 2.02 0.14

14 15.47 - 14.85 22.58 1.26 - - - - - - - - - - - 1.26 0.09 - -

Z0U34-0460 RCC For Stair/Landings @ G.L. - 1L Casting M3 8 81.00 0.10 22.000 2.17 1 2.17 1.000 1 Vibrator 0.10 0.01

Formworks M2 40.00 4.00 10.00 3.056 30.56 4 7.64 2.00 1.00 0.06 0.056 0.56 0.06

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 3 4.93 0.72 0.72 0.04 0.056 0.40 0.04

M2 40.00 28.00 1.43 3.056 4.37 2 2.18 0.29 0.14 0.01 0.056 0.08 0.01

10 2.29 - 0.72 1.86 0.10 - - - - - - - - - - - 0.10 0.01 - -

Deshuttering


.056 M. Crane







.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane

Page 22 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z0U34-0470 RCC Canopy Casting M3 8.00 180.00 0.04 26.000 1.16 1 1.16 1.000 1 Vibrator 0.04 0.00

Formworks M2 40.00 16.00 2.50 3.056 7.64 4 1.91 0.56 0.28 0.02 0.056 0.14 0.02

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 3 4.93 0.80 0.80 0.04 0.056 0.40 0.04

M2 40.00 32.00 1.25 3.056 3.82 1 3.82 0.28 0.14 0.01 0.056 0.07 0.01

9 0.83 - 0.80 1.22 0.07 - - - - - - - - - - - 0.07 0.00 - -

Z0U34-0480 RCC For Wall/Col. From Top of 1L-2L Casting M3 237 81.00 2.93 22.000 64.37 1 64.37 1.000 1 Vibrator 2.93 0.24

Formworks M2 948.00 4.00 237.00 3.056 724.27 5 144.85 39.50 19.75 1.11 0.056 13.27 1.11

Rebars kg 42,660.00 200.00 213.30 2.056 438.54 4 109.64 17.78 17.78 1.00 0.056 11.94 1.00

M2 948.00 28.00 33.86 3.056 103.47 2 51.73 5.64 2.82 0.16 0.056 1.90 0.16

12 45.14 - 17.78 40.35 2.26 - - - - - - - - - - - 2.26 0.24 - -


Formworks M2 1,170.00 16.00 73.13 3.056 223.47 6 37.25 10.45 5.22 0.29 0.056 4.10 0.29

Rebars kg 42,120.00 200.00 210.60 2.056 432.99 5 86.60 15.04 15.04 0.84 0.056 11.79 0.84

M2 1,170.00 32.00 36.56 3.056 111.74 2 55.87 5.22 2.61 0.15 0.056 2.05 0.15

14 15.67 - 15.04 22.88 1.28 - - - - - - - - - - - 1.28 0.09 - -

Z0U34-0500 RCC for Stair/Landings @ 1L-2L Casting M3 7 81.00 0.09 22.000 1.90 1 1.90 1.000 1 Vibrator 0.09 0.01

Formworks M2 35.00 4.00 8.75 3.056 26.74 4 6.69 1.75 0.88 0.05 0.056 0.49 0.05

Rebars kg 1,260.00 200.00 6.30 2.056 12.95 3 4.32 0.63 0.63 0.04 0.056 0.35 0.04

M2 35.00 28.00 1.25 3.056 3.82 2 1.91 0.25 0.13 0.01 0.056 0.07 0.01

10 2.00 - 0.63 1.63 0.09 - - - - - - - - - - - 0.09 0.01 - - Z0U34-0510 RCC For Wall/Col. From Top of 2L-3L M3 237 12Z0U34-0520 RCC Slab / Beam - 3L M3 234 14Z0U34-0530 RCC For Stair/Landings @ 2L-3L M3 7 10

Z0U34-0540 RCC For Wall/Col. From Top of 3L-4L Casting M3 236 81.00 2.91 22.000 64.10 1 64.10 1.000 1 Vibrator 2.91 0.24

Formworks M2 944.00 4.00 236.00 3.056 721.22 5 144.24 39.33 19.67 1.10 0.056 13.22 1.10

Rebars kg 42,480.00 200.00 212.40 2.056 436.69 4 109.17 17.70 17.70 0.99 0.056 11.89 0.99



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Page 23 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

M2 944.00 28.00 33.71 3.056 103.03 2 51.52 5.62 2.81 0.16 0.056 1.89 0.16

12 44.95 - 17.70 40.18 2.25 - - - - - - - - - - - 2.25 0.24 - -


Formworks M2 1,185.00 16.00 74.06 3.056 226.34 6 37.72 10.58 5.29 0.30 0.056 4.15 0.30

Rebars kg 42,660.00 200.00 213.30 2.056 438.54 5 87.71 15.24 15.24 0.85 0.056 11.94 0.85

M2 1,185.00 32.00 37.03 3.056 113.17 2 56.58 5.29 2.65 0.15 0.056 2.07 0.15

14 15.87 - 15.24 23.17 1.30 - - - - - - - - - - - 1.30 0.09 - - Z0U34-0560 RCC For Stair/Landings @ 3L-4L M3 7 10

Z0U34-0570 RCC For Wall/Col. From Top of 4L-RoofL Casting M3 148 81.00 1.83 22.000 40.20 1 40.20 1.000 1 Vibrator 1.83 0.18

Formworks M2 592.00 4.00 148.00 3.056 452.29 4 113.07 29.60 14.80 0.83 0.056 8.29 0.83

Rebars kg 26,640.00 200.00 133.20 2.056 273.86 3 91.29 13.32 13.32 0.75 0.056 7.46 0.75

M2 592.00 28.00 21.14 3.056 64.61 2 32.31 4.23 2.11 0.12 0.056 1.18 0.12

10 33.83 - 13.32 30.23 1.69 - - - - - - - - - - - 1.69 0.18 - -

Z0U34-0580 RCC Wall/Col. For Staircase From Top of 4L-RoofL Casting M3 3 81.00 0.04 22.000 0.81 1 0.81 1.000 1 Vibrator 0.04 0.01

Formworks M2 12.00 4.00 3.00 3.056 9.17 2 4.58 1.00 0.50 0.03 0.056 0.17 0.03

Rebars kg 540.00 200.00 2.70 2.056 5.55 2 2.78 0.45 0.45 0.03 0.056 0.15 0.03

M2 12.00 28.00 0.43 3.056 1.31 1 1.31 0.14 0.07 0.00 0.056 0.02 0.00

6 1.14 - 0.45 1.02 0.06 - - - - - - - - - - - 0.06 0.01 - -

Z0U34-0590 RCC Slab / Beam - RoofL Casting M3 152.00 180.00 0.84 26.000 21.96 1 21.96 1.000 1 Vibrator 0.84 0.07

Formworks M2 760.00 16.00 47.50 3.056 145.16 5 29.03 7.92 3.96 0.22 0.056 2.66 0.22

Rebars kg 27,360.00 200.00 136.80 2.056 281.26 4 70.32 11.40 11.40 0.64 0.056 7.66 0.64

M2 760.00 32.00 23.75 3.056 72.58 2 36.29 3.96 1.98 0.11 0.056 1.33 0.11

12 11.88 - 11.40 17.34 0.97 - - - - - - - - - - - 0.97 0.07 - -

Z0U34-0600 RCC For Stair/Landings @ 4L-RoofL Casting M3 3 81.00 0.04 22.000 0.81 1 0.81 1.000 1 Vibrator 0.04 0.00

Formworks M2 15.00 4.00 3.75 3.056 11.46 3 3.82 0.94 0.47 0.03 0.056 0.21 0.03

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane



.056 M. Crane

Page 24 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Rebars kg 540.00 200.00 2.70 2.056 5.55 3 1.85 0.34 0.34 0.02 0.056 0.15 0.02

M2 15.00 28.00 0.54 3.056 1.64 1 1.64 0.13 0.07 0.00 0.056 0.03 0.00

8 1.07 - 0.34 0.87 0.05 - - - - - - - - - - - 0.05 0.00 - -

Z0U34-0610 RCC Slab / Beam for Staircase - RoofL Casting M3 4.00 180.00 0.02 26.000 0.58 1 0.58 1.000 1 Vibrator 0.02 0.00

Formworks M2 20.00 16.00 1.25 3.056 3.82 3 1.27 0.36 0.18 0.01 0.056 0.07 0.01

Rebars kg 720.00 200.00 3.60 2.056 7.40 2 3.70 0.51 0.51 0.03 0.056 0.20 0.03

M2 20.00 32.00 0.63 3.056 1.91 1 1.91 0.18 0.09 0.00 0.056 0.04 0.01

7 0.54 - 0.51 0.78 0.04 - - - - - - - - - - - 0.04 0.00 - -

Z0U34-0620 RCC For Lower Parapet Casting M3 24 81.00 0.30 22.000 6.52 1 6.52 1.000 1 Vibrator 0.30 0.03

Formworks M2 96.00 4.00 24.00 3.056 73.34 4 18.34 4.80 2.40 0.13 0.056 1.34 0.13

Rebars kg 4,320.00 200.00 21.60 2.056 44.41 3 14.80 2.16 2.16 0.12 0.056 1.21 0.12

M2 96.00 28.00 3.43 3.056 10.48 2 5.24 0.69 0.34 0.02 0.056 0.19 0.02

10 5.49 - 2.16 4.90 0.27 - - - - - - - - - - - 0.27 0.03 - -

Z0U34-0630 RCC For Wall/Col. From Roof L-Top of Roof L Casting M3 10 81.00 0.12 22.000 2.72 1 2.72 1.000 1 Vibrator 0.12 0.02

Formworks M2 40.00 4.00 10.00 3.056 30.56 2 15.28 3.33 1.67 0.09 0.056 0.56 0.09

Rebars kg 1,800.00 200.00 9.00 2.056 18.50 2 9.25 1.50 1.50 0.08 0.056 0.50 0.08

M2 40.00 28.00 1.43 3.056 4.37 1 4.37 0.48 0.24 0.01 0.056 0.08 0.01

6 3.81 - 1.50 3.40 0.19 - - - - - - - - - - - 0.19 0.02 - -

Z0U34-0640 RCC Slab / Beam Top Roof Level Casting M3 17.00 180.00 0.09 26.000 2.46 1 2.46 1.000 1 Vibrator 0.09 0.01

Formworks M2 85.00 16.00 5.31 3.056 16.24 3 5.41 1.52 0.76 0.04 0.056 0.30 0.04

Rebars kg 3,060.00 200.00 15.30 2.056 31.46 2 15.73 2.19 2.19 0.12 0.056 0.86 0.12

M2 85.00 32.00 2.66 3.056 8.12 1 8.12 0.76 0.38 0.02 0.056 0.15 0.02

7 2.28 - 2.19 3.32 0.19 - - - - - - - - - - - 0.19 0.01 - -

Z0U34-0650 RCC For Upper Parapet Casting M3 15 81.00 0.19 22.000 4.07 1 4.07 1.000 1 Vibrator 0.19 0.02

Formworks M2 60.00 4.00 15.00 3.056 45.84 3 15.28 3.75 1.88 0.11 0.056 0.84 0.11


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Deshuttering


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Deshuttering


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Deshuttering


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Deshuttering


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Page 25 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Rebars kg 2,700.00 200.00 13.50 2.056 27.76 3 9.25 1.69 1.69 0.09 0.056 0.76 0.09

M2 60.00 28.00 2.14 3.056 6.55 1 6.55 0.54 0.27 0.01 0.056 0.12 0.02

8 4.29 - 1.69 3.83 0.21 - - - - - - - - - - - 0.21 0.02 - -

Z0U34-0660 RCC Eqmt. Pads + Railing Casting M3 3 180.00 0.02 26.000 0.43 1 0.43 0.500 0.01 0.00

Formworks M2 12.00 12.00 1.00 3.056 3.06 4 0.76 0.20 0.10 0.01 0.056 0.06 0.01

Rebars kg 540.00 250.00 2.16 2.056 4.44 3 1.48 0.22 0.22 0.01 0.056 0.12 0.01

M2 12.00 35.00 0.34 3.056 1.05 2 0.52 0.07 0.03 0.00 0.056 0.02 0.00

10 0.27 - 0.22 0.35 0.02 - - - - - - - - - - - 0.02 0.00 - -

M E PFINISHES

Z0U34-2710 I. Hollow Block Works + Lintels @ Grnd Flr. M2 1,879.00 10.00 187.90 2.056 386.32 14 27.59 13.42 13.42 0.75 0.056 10.52 0.75

Z0U34-2720 I. Internal Plaster Accessories & Rush @ GL M2 347.00 48.46 7.16 2.000 14.32 7 2.05 1.02 1.02

Z0U34-2730 I. Internal Plaster Works @ GL M2 2,413.00 20.00 120.65 2.000 241.30 12 20.11 10.05 10.05

Z0U34-2740 I. Glazed Ceramic Tile @ GL M2 826 12.00 68.83 2.056 141.52 14 10.11 4.92 4.92 0.28 0.056 3.85 0.28

Z0U34-2750 I. Block Works For Ducts @ Grnd Flr. M2 113 10.00 11.30 2.056 23.23 2 11.62 5.65 5.65 0.32 0.056 0.63 0.32

Z0U34-2760 I. Install False Ceiling (Susp. + Boarding) @ GL M2 509 7.20 70.69 2.056 145.35 14 10.38 5.05 5.05 0.28 0.056 3.96 0.28

Z0U34-2770 I. Screed + Ceramic Tiles & Skirtings @ GL M2 1572 12.00 131.00 2.056 269.34 14 19.24 9.36 9.36 0.52 0.056 7.34 0.52

Z0U34-2780 I. Screed + Non-Slip Ceramic Tiles &Skirtings@GL M2 354 32.00 11.06 2.056 22.74 14 1.62 0.79 0.79 0.04 0.056 0.62 0.04

Z0U34-2790 I. Water Proofing + Screed on Wet Areas - GL M2 683 64.00 10.67 6.000 64.03 10 6.40 2.13 4.27

Z0U34-2800 I. Frames Installations @ GL Nos. 59 4.80 12.29 2.056 25.27 14 1.81 0.88 0.88 0.05 0.056 0.69 0.05

Z0U34-2810 I. Doors w/ Ironmongery @ GL Nos. 59 4.80 12.29 2.056 25.27 12 2.11 1.02 1.02 0.06 0.056 0.69 0.06

Z0U34-2820 I. Frames Installation Works @ GL M2 108 4.80 22.50 2.056 46.26 14 3.30 1.61 1.61 0.09 0.056 1.26 0.09

Z0U34-2830 I.Aluminum + Glass & Other Associated Works @ GL M2 108 1.60 67.50 2.056 138.78 12 11.57 5.63 0.32 5.63 0.056 3.78 0.32

Z0U34-2840 I. Kitchen Cabinets @ GL Nos. 14 0.60 23.33 2.056 47.97 14 3.43 1.67 1.67 0.09 0.056 1.31 0.09

Z0U34-2850 I. Wardrobes @ GL Nos. 17 0.75 22.67 2.056 46.60 14 3.33 1.62 1.62 0.09 0.056 1.27 0.09

Z0U34-2860 I. Primer Application Works @ GL M2 864.00 54.60 15.82 1.000 1 Painter 15.82 10 1.58 1.58

Z0U34-2870 I. Stucco Application Works @ GL M2 864.00 16.40 52.68 1.000 1 Painter 52.68 14 3.76 3.76

Z0U34-2880 I. Emulsion Paint Works @ GL M2 1,626.00 32.20 50.50 1.000 1 Painter 50.50 12 4.21 4.21

Z0U34-2890 O. Plaster Accessories & Rush @ GL M2 52 48.46 1.07 2.000 2.15 7 0.31 0.15 0.15


.056 M. Crane

Deshuttering


.056 M. Crane


.5 Vibrator


.056 M. Crane


.056 M. Crane

Deshuttering


.056 M. Crane

1 Mason 1 Helper .056 Operator

.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


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.056 T. Crane


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1 Alum. Tech 1 Helper .056 Operator

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1 Mason 1 Helper

Page 26 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z0U34-2900 O. Plaster Works @ GL M2 316 20.00 15.80 2.000 31.60 12 2.63 1.32 1.32

Z0U34-2910 O. Polished Marble & Ceramic for Wall @ GL M2 37 10.00 3.70 2.056 7.61 14 0.54 0.26 0.26 0.01 0.056 0.21 0.01

Z0U34-2920 O. Blk Wks For Garbage Chutes+Plaster@ Grnd Flr. M2 16 10.00 1.60 2.056 3.29 2 1.64 0.80 0.80 0.04 0.056 0.09 0.04

Z0U34-2930 O. Gypsum Board +Washable Paint @ GL M2 66 16.00 4.13 2.056 8.48 14 0.61 0.29 0.29 0.02 0.056 0.23 0.02

Z0U34-2940 O. Semi Recessed G.R.G. Tiles @ GL M2 36 16.00 2.25 2.056 4.63 14 0.33 0.16 0.16 0.01 0.056 0.13 0.01

Z0U34-2950 O. Sreed + Graniti Tiles & Skirtings @ GL M2 514 12.00 42.83 2.056 88.07 14 6.29 3.06 3.06 0.17 0.056 2.40 0.17

Z0U34-2960 O. Screed + Polished Marble & Skirtings @ GL M2 148 12.00 12.33 2.056 25.36 14 1.81 0.88 0.88 0.05 0.056 0.69 0.05

Z0U34-2970 O. G. Stl, Powdr coated Railin to Staircase @ GL LM 24 20.00 1.20 2.056 2.47 10 0.25 0.12 0.01 0.12 0.056 0.07 0.01

Z0U34-2980 O. Primer ApplicationWorks @ GL. M2 109 54.60 2.00 1.000 1 Painter 2.00 8 0.25 0.25

Z0U34-2990 O. Stucco Application Works @ GL M2 109 16.40 6.65 1.000 1 Painter 6.65 12 0.55 0.55

Z0U34-3000 O. Emulsion Paint Works @ GL M2 58 32.20 1.80 1.000 1 Painter 1.80 10 0.18 0.18

Z0U34-3010 I. Hollow Block Works + Lintels @ 1st Flr. M2 1,950.00 10.00 195.00 2.056 400.92 14 28.64 13.93 13.93 0.78 0.056 10.92 0.78

Z0U34-3020 I. Internal Plaster Accessories & Rush @ 1L M2 347.00 48.46 7.16 2.000 14.32 7 2.05 1.02 1.02

Z0U34-3030 I. Internal Plaster Works @ 1L M2 2,581.00 20.00 129.05 2.000 258.10 12 21.51 10.75 10.75

Z0U34-3040 I. Glazed Ceramic Tile @ 1L M2 735 12.00 61.25 2.056 125.93 14 9.00 4.38 4.38 0.25 0.056 3.43 0.25

Z0U34-3050 I. Block Works For Ducts @ 1st Flr. M2 93 10.00 9.30 2.056 19.12 2 9.56 4.65 4.65 0.26 0.056 0.52 0.26

Z0U34-3060 I. Install False Ceiling (Susp. + Boarding) @ 1L M2 476 7.20 66.11 2.056 135.92 14 9.71 4.72 4.72 0.26 0.056 3.70 0.26

Z0U34-3070 I. Screed + Ceramic Tiles & Skirtings @ 1L M2 1746 12.00 145.50 2.056 299.15 14 21.37 10.39 10.39 0.58 0.056 8.15 0.58

Z0U34-3080 I. Screed + Non-Slip Ceramic Tiles &Skirtings@1L M2 269 32.00 8.41 2.056 17.28 8 2.16 1.05 1.05 0.06 0.056 0.47 0.06

Z0U34-3090 I. Water Proofing + Screed on Wet Areas - 1L M2 683 64.00 10.67 6.000 64.03 10 6.40 2.13 4.27

Z0U34-3100 I. Frames Installations @ 1L Nos. 72 4.80 15.00 2.056 30.84 14 2.20 1.07 1.07 0.06 0.056 0.84 0.06

Z0U34-3110 I. Doors w/ Ironmongery @ 1L Nos. 72 4.80 15.00 2.056 30.84 12 2.57 1.25 1.25 0.07 0.056 0.84 0.07

Z0U34-3120 I. Frames Installation Works @ GL M2 100 4.80 20.83 2.056 42.83 14 3.06 1.49 1.49 0.08 0.056 1.17 0.08

Z0U34-3130 I. Aluminum+Glass & Other Associated Works @ 1L M2 100 1.60 62.50 2.056 128.50 12 10.71 5.21 0.29 5.21 0.056 3.50 0.29

Z0U34-3140 I. Wardrobes @ 1L Nos. 17 0.75 22.67 2.056 46.60 14 3.33 1.62 1.62 0.09 0.056 1.27 0.09

Z0U34-3150 I. Kitchen Cabinets @ 1L Nos. 15 0.60 25.00 2.056 51.40 14 3.67 1.79 1.79 0.10 0.056 1.40 0.10

Z0U34-3160 I. Primer Application Works @ 1L M2 855.00 54.60 15.66 1.000 1 Painter 15.66 12 1.30 1.30

Z0U34-3170 I. Stucco Application Works @ 1L M2 855.00 16.40 52.13 1.000 1 Painter 52.13 14 3.72 3.72

Z0U34-3180 I. Emulsion Paint Works @ 1L M2 1,649.00 32.20 51.21 1.000 1 Painter 51.21 14 3.66 3.66

Z0U34-3190 O. Plaster Accessories & Rush @ 1L M2 52 48.46 1.07 2.000 2.15 7 0.31 0.15 0.15

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane



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Page 27 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z0U34-3200 O. Plaster Works @ 1L M2 297 20.00 14.85 2.000 29.70 12 2.48 1.24 1.24

Z0U34-3210 O. Polished Marble & Ceramic for Wall @ 1L M2 36 10.00 3.60 2.056 7.40 14 0.53 0.26 0.26 0.01 0.056 0.20 0.01

Z0U34-3220 O. Blk Wks For Garbage Chutes+Plasters@ 1st Flr. M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04

Z0U34-3230 O. Gypsum Board +Washable Paint @ 1L M2 66 16.00 4.13 2.056 8.48 14 0.61 0.29 0.29 0.02 0.056 0.23 0.02

Z0U34-3240 O. Semi Recessed G.R.G. Tiles @ 1L M2 36 16.00 2.25 2.056 4.63 14 0.33 0.16 0.16 0.01 0.056 0.13 0.01

Z0U34-3250 O. Sreed + Graniti Tiles & Skirtings @ 1L M2 425 12.00 35.42 2.056 72.82 14 5.20 2.53 2.53 0.14 0.056 1.98 0.14

Z0U34-3260 O. Screed + Polished Marble & Skirtings @ 1L M2 48 12.00 4.00 2.056 8.22 14 0.59 0.29 0.29 0.02 0.056 0.22 0.02

Z0U34-3270 O. G. Stl, Powdr coated Railin to Staircase @ 1L LM 26 20.00 1.30 2.056 2.67 10 0.27 0.13 0.01 0.13 0.056 0.07 0.01

Z0U34-3280 O. Primer Application Works @ 1L M2 103 54.60 1.89 1.000 1 Painter 1.89 8 0.24 0.24

Z0U34-3290 O. Stucco Application Works @ 1L M2 103 16.40 6.28 1.000 1 Painter 6.28 10 0.63 0.63

Z0U34-3300 O. Emulsion Paint Works @ 1L M2 58 32.20 1.80 1.000 1 Painter 1.80 12 0.15 0.15

Z0U34-3310 I. Hollow Block Works + Lintels @ 2nd Flr. M2 1,950.00 10.00 195.00 2.056 400.92 14 28.64 13.93 13.93 0.78 0.056 10.92 0.78




Z0U34-3350 I. Block Works For Ducts @ 2nd Flr. M2 93 10.00 9.30 2.056 19.12 2 9.56 4.65 4.65 0.26 0.056 0.52 0.26







Z0U34-3420 I. Frames Installation Works @ 2L M2 100 4.80 20.83 2.056 42.83 14 3.06 1.49 1.49 0.08 0.056 1.17 0.08








1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


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.056 T. Crane


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1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


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Page 28 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane



Z0U34-3520 O. Blk Wks For Garbage Chutes+Plasters@ 2nd Flr. M2 17 10.00 1.70 2.056 3.50 2 1.75 0.85 0.85 0.05 0.056 0.10 0.05





Z0U34-3570 O. G.Steel, Powder coated Railin to Staircase@2L LM 26 20.00 1.30 2.056 2.67 10 0.27 0.13 0.01 0.13 0.056 0.07 0.01




Z0U34-3610 I. Hollow Block Works + Lintels @ 3rd Flr. M2 1,950.00 10.00 195.00 2.056 400.92 14 28.64 13.93 13.93 0.78 0.056 10.92 0.78




Z0U34-3650 I. Block Works For Ducts @ 3rd Flr. M2 93 10.00 9.30 2.056 19.12 2 9.56 4.65 4.65 0.26 0.056 0.52 0.26











Z0U34-3760 I. Primer Appilcation Works @ 3L M2 855.00 54.60 15.66 1.000 1 Painter 15.66 12 1.30 1.30




1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


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1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


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Page 29 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane



Z0U34-3820 O. Blk Wks For Garbage Chutes+Plasters@ 3rd Flr. M2 17 10.00 1.70 2.056 3.50 2 1.75 0.85 0.85 0.05 0.056 0.10 0.05









Z0U34-3910 I. Hollow Block Works + Lintels @ 4th Flr. M2 1,188.00 10.00 118.80 2.056 244.25 12 20.35 9.90 9.90 0.55 0.056 6.65 0.55



Z0U34-3940 I. Glazed Ceramic Tile @ 4L M2 808.00 12.00 67.33 2.056 138.44 12 11.54 5.61 5.61 0.31 0.056 3.77 0.31

Z0U34-3950 I. Block Works For Ducts @ 4th Flr. M2 51 10.00 5.10 2.056 10.49 2 5.24 2.55 2.55 0.14 0.056 0.29 0.14












Z0U34-4070 I. Stucco Installation Works @ 4L M2 387.00 16.40 23.60 1.000 1 Painter 23.60 12 1.97 1.97

Z0U34-4080 I. Emulsion Paint Works @ 4L M2 876.00 32.20 27.20 1.000 1 Painter 27.20 12 2.27 2.27


1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


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Page 30 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z0U34-4100 O. Blk Wks For Garbage Chutes+Plasters@ 4th Flr. M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04



Z0U34-4130 O. Gypsum Board + Washable Paint @ 4L M2 37 16.00 2.31 2.056 4.75 12 0.40 0.19 0.19 0.01 0.056 0.13 0.01








Z0U34-4210 Hollow Block Works + Lintels @ Roof Floor M2 194 10.00 19.40 2.056 39.89 10 3.99 1.94 1.94 0.11 0.056 1.09 0.11

Z0U34-4220 Plaster Accessories & Rush @ Roof Floor M2 52 48.46 1.07 2.000 2.15 5 0.43 0.215 0.215

Z0U34-4230 Plastering Works @ Roof Deck Floor M2 148 20.00 7.40 2.000 14.80 8 1.85 0.93 0.93

Z0U34-4240 Roof Drain & Access.+ Lightweight Concrete M2 281.00 7Z0U34-4250 One Coat Cold Bituminous Primer M2 13.00 2Z0U34-4260 2 Layers of SBS W.P. Membrane + Water Test M2 268.00 6Z0U34-4270 Alum. Foil Covering Fixed to Upstand w/ Sealant LM 107 3Z0U34-4280 50mm Thk. Extruded Polystyrene Insulation M2 268.00 2Z0U34-4290 Protection Layer M2 268.00 2Z0U34-4300 18mm-25mm Round Aggregates (50mm Thk.) M2 268.00 4Z0U34-4310 1mm Thk. Alum. Flashing Fixed into Conc. Upstand M2 107 3Z0U34-4320 Sealant Application Around top of Alum. Flashing M2 107 2Z0U34-4330 Channel & Rails Installation for Lifts Items 2 14Z0U34-4340 Cabin Assembly / Installation for lifts Items 2 10Z0U34-4350 Machine Installation for lifts Items 2 7Z0U34-4360 Doors Installation for lifts Items 2 10Z0U34-4370 Connections To Ele + Finishing Touches for lifts Items 2 12Z0U34-4380 Installation of Chute Tubes and Intake Throats Item 1 8Z0U34-4390 Install Intake Doors, Chute Vent & Accessories Item 1 4Z0U34-4400 Install Ground Floor Offset + Fire Shutter Door Item 1 2Z0U34-4410 Install Compactor with MCP Item 1 1Z0U34-4420 Installation of Garbage Container Item 1 1Z0U34-4430 Final Test & Comm. Item 1 3Z0U34-4440 Installation of Window Cleaning Eqmt. Item 1 14

Z0U34-4450 Primer Application Works @ Roof Deck M2 50 54.60 0.92 1.000 1 Painter 0.92 8 0.11 0.11

Z0U34-4460 Stucco Application Works @ Roof Deck M2 50 16.40 3.05 1.000 1 Painter 3.05 10 0.30 0.30

Z0U34-4470 Emulsion / Epoxy Paint Works @ Roof Deck M2 55 32.20 1.71 1.000 1 Painter 1.71 12 0.14 0.14

Z0U34-4480 Excavation Works External M3 7,137.50 315.00 22.66 2.000 45.32 5 9.06 4.53 4.53 1.000 22.66 4.53

Z0U34-4490 RCC Manholes / Gully Traps Nos. 54 5.63 9.60 5.000 48.00 14 3.43 1.37 0.69 0.69 0.69 1.000 9.60 0.69

Z0U34-4500 Water Proofing M2 91.07 76.00 1.20 6.000 7.19 12 0.60 0.20 0.40

Z0U34-4510 Sand Bedding M2 13.21 60.00 0.22 1.250 0.28 10 0.03 0.02 0.01 0.250 0.06 0.01

Z0U34-4520 Backfilling Works M3 7,125.36 601.00 11.86 7.500 88.92 14 6.35 2.54 1.27 2.54 4.500 53.35 0.42 2.54 0.42 0.42

Z0U34-4530 Instl Drainage Pipes &Con. To Existing Chambers Item 1 14Z0U34-4540 Instl Water Supply Pipes&Con. To Existg Chambers Item 1 12Z0U34-4550 Instl Chilled Water Pipes&Con. To Existg Chamber Item 1 14Z0U34-4560 Instl Central Gas Pipes &Con. To Existg Chambers Item 1 12Z0U34-4570 Instl Telephone Ducts &Con. To Existing Chambers Item 1 10Z0U34-4580 Laying of Power cables (By Others) Item 1 7Z0U34-4590 Hardscaping Works Item 1 14Z0U34-4600 Landscaping Works Item 1 12

Z0U34-4610 Ext. Plaster Accessories & Rush on Front Elev. M2 1,484.00 48.46 30.62 2.000 61.25 2 30.62 15.31 15.31

Z0U34-4620 Ext. Plaster Works on Front Elevation M2 19.00 8.00 2.38 2.000 4.75 4 1.19 0.59 0.59


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.056 T. Crane

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1 Mason 1 Helper

1 Operator 1 Helper

1 Excavator

2 Carpenter 1 Mason 1 Helper 1 Operator

1 M. Crane


1 Helper 0.25 Operator

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Page 31 of 50



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z0U34-4630 Install Balcony Handrail on Front Elev. Nos. 35 15.00 2.33 2.250 5.25 12 0.44 0.19 0.19 0.05 0.250 0.58 0.05

Z0U34-4640 Decorative GRC Panels W/ Epoxy Paint @ F. Elev. Nos. 17 2.00 8.50 2.500 21.25 10 2.13 0.85 0.85 0.43 0.500 4.25 0.43

Z0U34-4650 Wooden Pergola on Front Elev. @ (1st & 2nd) Flr. LM 5 8.00 0.63 2.500 1.56 12 0.13 0.05 0.05 0.03 0.500 0.31 0.03

Z0U34-4660 External Painting Works on Front Elevation M2 1,503.00 32.20 46.68 3.000 3 Painter 140.03 14 10.00 10.00

Z0U34-4670 Ext. Plaster Access. & Rush on Leftside Elev. M2 606 48.46 12.51 2.000 25.01 2 12.51 6.25 6.25

Z0U34-4680 Ext. Plaster Works on Left Side Elevation M2 19 8.00 2.38 2.000 4.75 4 1.19 0.59 0.59

Z0U34-4690 Install Balcony Handrail on Leftside Elev. Nos. 0 15.00 - 2.250 - 10 0.00 - - - 0.250 - -

Z0U34-4700 Decorative GRC Panels W/ Epoxy Paint @ LS. Elev. Nos. 0 2.00 - 2.500 - 8 0.00 - - - 0.500 - -

Z0U34-4710 External Painting Works on Left Side Elevation M2 625 32.20 19.41 3.000 3 Painter 58.23 12 4.85 4.85

Z0U34-4720 Ext. Plaster Accessories & Rush on Rear Elev. M2 1,503.00 48.46 31.02 2.000 62.03 2 31.02 15.51 15.51

Z0U34-4730 Ext. Plaster Works on Rear Elevation M2 19.00 8.00 2.38 2.000 4.75 4 1.19 0.59 0.59

Z0U34-4740 Install Balcony Handrail on Rear Elev. Nos. 35 15.00 2.33 2.250 5.25 12 0.44 0.19 0.19 0.05 0.250 0.58 0.05

Z0U34-4750 Decorative GRC Panels W/ Epoxy Paint @ R. Elev. Nos. 17 2.00 8.50 2.500 21.25 10 2.13 0.85 0.85 0.43 0.500 4.25 0.43

Z0U34-4760 Wooden Pergola on Rear Elev. @ (1st & 2nd) Flr. LM 5 8.00 0.63 2.500 1.56 12 0.13 0.05 0.05 0.03 0.500 0.31 0.03

Z0U34-4770 External Painting Works on Rear Elevation M2 1,503.00 32.20 46.68 3.000 3 Painter 140.03 14 10.00 10.00

Z0U34-4780 Ext. Plaster Access. & Rush on Rightside Elev. M2 606 48.46 12.51 2.000 25.01 2 12.51 6.25 6.25

Z0U34-4790 Ext. Plaster Works on Right Side Elevation M2 19 8.00 2.38 2.000 4.75 4 1.19 0.59 0.59

Z0U34-4800 Install Balcony Handrail on Rigthside Elev. Nos. 0 15.00 - 2.250 - 10 0.00 - - - 0.250 - -

Z0U34-4810 Decorative GRC Panels W/ Epoxy Paint @ RS. Elev. Nos. 0 2.00 - 2.500 - 8 0.00 - - - 0.500 - -

Z0U34-4820 External Painting Works on Right Side Elevation M2 625 32.20 19.41 3.000 3 Painter 58.23 12 4.85 4.85 Z0U34-4830 Snagging & Desnagging For Finishes @ GF Item 1 30Z0U34-4840 Handing-Over For Finishes @ GF Item 1 10Z0U34-4850 Snagging & Desnagging For Finishes @ 1F Item 1 30Z0U34-4860 Handing-Over For Finishes @ 1F Item 1 10Z0U34-4870 Snagging & Desnagging For Finishes @ 2F Item 1 30Z0U34-4880 Handing-Over For Finishes @ 2F Item 1 10Z0U34-4890 Snagging & Desnagging For Finishes @ 3F Item 1 30Z0U34-4900 Handing-Over For Finishes @ 3F Item 1 10Z0U34-4910 Snagging & Desnagging For Finishes @ 4F Item 1 30Z0U34-4920 Handing-Over For Finishes @ 4F Item 1 10Z0U34-4930 Snagging & Desnagging For Finishes @ Roof Floor Item 1 30Z0U34-4940 Handing-Over For Finishes @ Roof Floor Item 1 10Z0U34-4950 Power On (By DEWA) 0 1Z0U34-4960 Precommissioning & Startup 0 21Z0U34-4970 Availability of Chilled Water (By Others) 0 1Z0U34-4980 Testing & Final Commissioning 0 35Z0U34-4990 Snagging & Desnagging For External Finishes Item 1 12Z0U34-5000 Handing-Over For External Finishes Item 1 2Z0U34-5010 Completion of Fdn./Superstructure -Building # 34 Item 1 1Z0U34-5020 Completion of External Works for Building # 34 Item 1 1Z0U34-5030 Completion of MEP Works for Building # 34 0 1Z0U34-5040 Completion of Finishes for Building # 34 Item 1 1Z0U34-5050 Completion of Fdn./SuperStruc. for Phase-1 BLDG. Item 1 0Z0U34-5060 Completion of External Works for Phase-1 BLDG. Item 1 0Z0U34-5070 Completion of MEP Works for Phase-1 BLDG. 0 0Z0U34-5080 Completion of Finishes for Phase-1 BLDG. Item 1 0

Z0U34-5090 Completion Milestone for Phase-1 Buildings Item 1 0


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SITEWORKS

Z2V33-0000 Site Clearing M2 1,597.00 4,200.00 0.38 2.000 0.76 1 0.76 0.38 0.38 1.000 1 Dozer 0.38 0.38

Z2V33-0010 Setting-out / Layout M 163.88 76.00 2.16 3.000 6.47 1 6.47 4.31 2.16

SUBSTRUCTURE

Z2V33-0020 Excavation for footings + Disposal of Materials M3 576.00 409.50 1.41 2.000 2.81 2 1.41 0.28 0.28 1.000 1 Dozer 1.41 0.28

For Disposal M3 288.00 345.60 0.83 8.250 6.88 3 2.29 0.25 0.13 1.00 6.750 5.63 0.13 1.00

5 - - - 0.53 0.41 1.00 - - - - 0.28 0.13 1.00 - - - - - - -

Z2V33-0030 Formation Level & Compaction M3 194 252.00 0.77 6.250 4.81 2 2.41 0.58 0.29 1.54 4.750 3.66 0.19 1.54 0.10

Z2V33-0040 Anti-Termite Applications (Under PCC Footings) M2 629 202.50 3.11 1.000 3.11 1 3.11 3.11

Z2V33-0050 Backfill & Compaction upto bot. of PCC Tie-Beam M3 286 252.00 1.13 8.250 9.36 7 1.34 0.24 0.12 0.97 6.750 7.66 0.12 0.92 0.06

Z2V33-0060 Anti-Termite Applications (Under PCC Tie-Beam) M2 47 202.50 0.23 1.000 0.23 1 0.23 0.23

Z2V33-0070 Backfill & Compaction up to bot of PCC Grd. Slab M3 1,431.00 252.00 5.68 8.250 46.85 3 15.62 2.84 1.42 11.36 6.750 38.33 1.34 10.76 0.67

Z2V33-0080 Anti-Termite Applications (Under PCC Grade Slab) M2 921 202.50 4.55 1.000 4.55 1 4.55 4.55

Z2V33-0090 Shutters + 50mm Thk. PCC Under Footings M2 711 270.00 2.63 11.000 28.97 2 14.48 1.32 13.17

Z2V33-0100 50mm Protection Screed (Over W.P. Membrane-Ftg.) M2 2,209.00 270.00 8.18 11.000 90.00 2 45.00 4.09 40.91

Z2V33-0110 RCC For Footings Casting M3 296 180.00 1.64 26.000 42.76 1 42.76 0.500 0.82 0.08

Formworks M2 1,184.00 12.00 98.67 3.056 301.53 4 75.38 19.73 9.87 0.55 0.056 5.53 0.55

Rebars kg 53,280.00 250.00 213.12 2.056 438.17 3 146.06 21.31 21.31 1.19 0.056 11.93 1.19

Deshuttering M2 1,184.00 35.00 33.83 3.056 103.38 2 51.69 6.77 3.38 0.19 0.056 1.89 0.19

10 26.50 - 21.31 34.56 1.94 - - - - - - - - - - - 1.94 0.08 - -

Z2V33-0120 RCC Necks Columns / Walls + MEP Sleeves Casting M3 104 81.00 1.28 22.000 28.25 1 28.25 1.000 1 Vibrator 1.28 0.11

Formworks M2 416.00 4.00 104.00 3.056 317.82 5 63.56 17.33 8.67 0.49 0.056 5.82 0.49

Rebars kg 18,720.00 200.00 93.60 2.056 192.44 4 48.11 7.80 7.80 0.44 0.056 5.24 0.44

Deshuttering M2 416.00 28.00 14.86 3.056 45.40 2 22.70 2.48 1.24 0.07 0.056 0.83 0.07

12 19.81 - 7.80 17.70 0.99 - - - - - - - - - - - 0.99 0.11 - -

Z2V33-0130 Shutters + 50mm Thk. PCC Under Tie-Beams M2 54 270.00 0.20 11.000 2.20 2 1.10 0.10 1.00

Z2V33-0140 50mm Screed (Over W.P. Membrane-T.B.) M2 167 270.00 0.62 11.000 6.80 2 3.40 0.31 3.09

Z2V33-0150 RCC Tie Beams + MEP Sleeves Casting M3 32 180.00 0.18 22.000 3.91 1 3.91 0.500 0.09 0.01

Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

1 Operator 1 Helper


For Excavation1 Operator 1 Helper


0.75 Shovel 6 D. Truck



2 Technican



2 Technican



2 Technican

1 Mason 10 Helper

1 Mason 10 Helper


.5 Vibrator


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Formworks M2 128.00 4.00 32.00 3.056 97.79 4 24.45 6.40 3.20 0.18 0.056 1.79 0.18

Rebars kg 5,760.00 250.00 23.04 2.056 47.37 3 15.79 2.30 2.30 0.13 0.056 1.29 0.13

Deshuttering M2 128.00 28.00 4.57 3.056 13.97 2 6.99 0.91 0.46 0.03 0.056 0.26 0.03

10 7.31 - 2.30 5.96 0.33 - - - - - - - - - - - 0.33 0.01 - -

Z2V33-0160 RCC Kickers Over Tie-Beam Casting M3 1 180.00 0.01 22.000 0.12 1 0.12 0.500 0.00 0.001

Formworks M2 4.00 4.00 1.00 3.056 3.06 1 3.06 0.50 0.25 0.01 0.056 0.06 0.01

Rebars kg 180.00 250.00 0.72 2.056 1.48 1 1.48 0.18 0.18 0.01 0.056 0.04 0.01

Deshuttering M2 4.00 28.00 0.14 3.056 0.44 1 0.44 0.07 0.04 0.00 0.056 0.01 0.00

4 0.57 - 0.18 0.47 0.03 0.02608 0.000694

Z2V33-0170 50mm Thk. PCC Under Grade Slab M2 1,041.00 270.00 3.86 11.000 42.41 2 21.21 1.93 19.28

Z2V33-0180 Mesh + Filler Board & RCC For Grade Slab M3 168 180.00 0.93 26.000 24.27 3 8.09 0.31 1.87 0.31 5.60 1.000 1 Vibrator 0.93 0.31

Z2V33-0190 50mm Thk. PCC Steps & Ramps M2 17 270.00 0.06 11.000 0.69 2 0.35 0.03 0.31

Z2V33-0200 Steps & Ramps Works + Place Conc. M3 7 180.00 0.04 26.000 1.01 8 0.13 0.01 0.03 0.00 0.09 1.000 1 Vibrator 0.04 0.01

Z2V33-0210 Waterproofing Membrane (Over PCC Footings) M2 1,754.00 152.00 11.54 6.000 69.24 2 34.62 11.54 23.08 -

Z2V33-0220 Water Proofing For Neck Column & Wall & Footing M2 2,639.00 152.00 17.36 6.000 104.17 3 34.72 11.57 23.15 -

Z2V33-0230 Waterproofing Membrane (Over PCC Tie-beams) M2 131 152.00 0.86 6.000 5.17 2 2.59 0.86 1.72 -

Z2V33-0240 Waterproofing Membrane For Tie Beams M2 134 152.00 0.88 6.000 5.29 3 1.76 0.59 1.18 -

Z2V33-0250 50mm Thk. PCC Under Base of Tank M2 68 270.00 0.25 11.000 2.77 1 2.77 0.25 2.52 -

Z2V33-0260 Waterproofing Membrane (Over PCC - Base) M2 121 152.00 0.80 6.000 4.78 1 4.78 1.59 3.18 -

Z2V33-0270 50mm Protect'n Screed (Over W.P. Membrane-Base) M2 210 270.00 0.78 11.000 8.56 1 8.56 0.78 7.78 -

Z2V33-0280 RCC Water Tank Base + Deshuttering Casting M3 39 180.00 0.22 26.000 5.63 1 5.63 0.500 0.11 0.03

Formworks M2 156.00 12.00 13.00 3.056 39.73 1 39.73 6.50 3.25 0.18 0.056 0.73 0.18

Rebars kg 7,020.00 250.00 28.08 2.056 57.73 1 57.73 7.02 7.02 0.39 0.056 1.57 0.39

Deshuttering M2 156.00 35.00 4.46 3.056 13.62 1 13.62 2.23 1.11 0.06 0.056 0.25 0.06


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

4 8.73 - 7.02 11.38 0.64 - - - - - - - - - - - 0.64 0.03 - -

Z2V33-0290 RCC Wall W/MEP Pipes & Water Stop + Deshuttering Casting M3 35 81.00 0.43 22.000 9.51 1 9.51 1.000 1 Vibrator 0.43 0.09

Formworks M2 140.00 4.00 35.00 3.056 106.96 2 53.48 14.00 7.00 0.39 0.056 1.96 0.39

Rebars kg 6,300.00 200.00 31.50 2.056 64.76 1 64.76 6.30 6.30 0.35 0.056 1.76 0.35

Deshuttering M2 140.00 28.00 5.00 3.056 15.28 1 15.28 2.00 1.00 0.06 0.056 0.28 0.06

5 16.00 - 6.30 14.30 0.80 - - - - - - - - - - - 0.80 0.09 - -

Z2V33-0300 RCC Top Slab + Deshuttering for Water Tank Casting M3 8.00 180.00 0.04 26.000 1.16 1 1.16 1.000 1 Vibrator 0.04 0.01

Formworks M2 40.00 16.00 2.50 3.056 7.64 2 3.82 1.00 0.50 0.03 0.056 0.14 0.03

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 1 14.80 1.44 1.44 0.08 0.056 0.40 0.08

Deshuttering M2 40.00 32.00 1.25 3.056 3.82 1 3.82 0.50 0.25 0.01 0.056 0.07 0.01

5 1.50 - 1.44 2.19 0.12 - - - - - - - - - - - 0.12 0.01 - -

Z2V33-0310 Water Proofing Membrane all around outside surfc M2 235 152.00 1.55 6.000 9.28 2 4.64 1.55 3.09 -

Z2V33-0320 Protection Board all around outside surface M2 350 152.00 2.30 6.000 13.82 2 6.91 2.30 4.61 -

Z2V33-0330 Backfill around Water tank walls M3 7 252.00 0.03 8.250 0.23 3 0.08 0.01 0.01 0.06 6.750 0.19 0.01 0.05 0.00

Z2V33-0340 G.R.P. Lining around inside + S.S. Lader & Door M2 252 20.00 12.60 2.000 25.20 3 8.40 4.20 4.20

Z2V33-0350 50mm Thk. PCC Under Base of Elevator Shaft M2 30 270.00 0.11 11.000 1.22 1 1.22 0.11 1.11 -

Z2V33-0360 Waterproofing Membrane (Over PCC - Base) M2 54 152.00 0.36 6.000 2.13 1 2.13 0.71 1.42 -

Z2V33-0370 50mm Protect'n Screed (Over W.P. Membrane-Base) M2 94 270.00 0.35 11.000 3.83 1 3.83 0.35 3.48 -

Z2V33-0380 RCC Elevator Shaft Base + Deshuttering Casting M3 14 180.00 0.08 26.000 2.02 1 2.02 0.500 0.04 0.01

Formworks M2 56.00 12.00 4.67 3.056 14.26 1 14.26 2.33 1.17 0.07 0.056 0.26 0.07

Rebars kg 2,520.00 250.00 10.08 2.056 20.72 1 20.72 2.52 2.52 0.14 0.056 0.56 0.14

Deshuttering M2 56.00 35.00 1.60 3.056 4.89 1 4.89 0.80 0.40 0.02 0.056 0.09 0.02

4 3.13 - 2.52 4.09 0.23 - - - - - - - - - - - 0.23 0.01 - -

Z2V33-0390 RCC Wall W/ MEP Cond. + Deshuttering Casting M3 6 81.00 0.07 22.000 1.63 1 1.63 1.000 1 Vibrator 0.07 0.01

Formworks M2 24.00 4.00 6.00 3.056 18.34 2 9.17 2.40 1.20 0.07 0.056 0.34 0.07



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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Rebars kg 1,080.00 200.00 5.40 2.056 11.10 1 11.10 1.08 1.08 0.06 0.056 0.30 0.06

Deshuttering M2 24.00 28.00 0.86 3.056 2.62 1 2.62 0.34 0.17 0.01 0.056 0.05 0.01

5 2.74 - 1.08 2.45 0.14 - - - - - - - - - - - 0.14 0.01 - -

Z2V33-0400 Water Proofing Membrane all around outside surfc M2 522 152.00 3.43 6.000 20.61 3 6.87 2.29 4.58 -

Z2V33-0410 Protection Board all around outside surface M2 50 152.00 0.33 6.000 1.97 2 0.99 0.33 0.66 -

Z2V33-0420 Backfill around the Lift's Pit wall M3 7 252.00 0.03 8.250 0.23 3 0.08 0.01 0.01 0.06 6.750 0.19 0.01 0.05 0.00

Z2V33-0430 RCC For Wall/Col. From Top of Grade Slab-1L Casting M3 245 81.00 3.02 22.000 66.54 1 66.54 1.000 1 Vibrator 3.02 0.25

Formworks M2 980.00 4.00 245.00 3.056 748.72 5 149.74 40.83 20.42 1.14 0.056 13.72 1.14

Rebars kg 44,100.00 200.00 220.50 2.056 453.35 4 113.34 18.38 18.38 1.03 0.056 12.35 1.03

Deshuttering M2 980.00 28.00 35.00 3.056 106.96 2 53.48 5.83 2.92 0.16 0.056 1.96 0.16

12 46.67 - 18.38 41.71 2.34 - - - - - - - - - - - 2.34 0.25 - -

Z2V33-0440 Columns From Top of Grade Slab-1L (Canopy) Casting M3 1 81.00 0.01 22.000 0.27 1 0.27 1.000 1 Vibrator 0.01 0.00

Formworks M2 4.00 4.00 1.00 3.056 3.06 2 1.53 0.33 0.17 0.01 0.056 0.06 0.01

Rebars kg 180.00 200.00 0.90 2.056 1.85 2 0.93 0.15 0.15 0.01 0.056 0.05 0.01

Deshuttering M2 4.00 28.00 0.14 3.056 0.44 1 0.44 0.05 0.02 0.00 0.056 0.01 0.00

6 0.38 - 0.15 0.34 0.02 - - - - - - - - - - - 0.02 0.00 - -

Z2V33-0450 RCC Slab / Beam - 1L Casting M3 181.00 180.00 1.01 26.000 26.14 1 26.14 1.000 1 Vibrator 1.01 0.07

Formworks M2 905.00 16.00 56.56 3.056 172.86 6 28.81 8.08 4.04 0.23 0.056 3.17 0.23

Rebars kg 32,580.00 200.00 162.90 2.056 334.92 5 66.98 11.64 11.64 0.65 0.056 9.12 0.65

Deshuttering M2 905.00 32.00 28.28 3.056 86.43 2 43.21 4.04 2.02 0.11 0.056 1.58 0.11

14 12.12 - 11.64 17.70 0.99 - - - - - - - - - - - 0.99 0.07 - -

Z2V33-0460 RCC For Stair/Landings @ G.L. - 1L Casting M3 9 81.00 0.11 22.000 2.44 1 2.44 1.000 1 Vibrator 0.11 0.01

Formworks M2 45.00 4.00 11.25 3.056 34.38 4 8.60 2.25 1.13 0.06 0.056 0.63 0.06

Rebars kg 1,620.00 200.00 8.10 2.056 16.65 3 5.55 0.81 0.81 0.05 0.056 0.45 0.05


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Deshuttering M2 45.00 28.00 1.61 3.056 4.91 2 2.46 0.32 0.16 0.01 0.056 0.09 0.01

10 2.57 - 0.81 2.10 0.12 - - - - - - - - - - - 0.12 0.01 - -

Z2V33-0470 RCC Canopy Casting M3 8.00 180.00 0.04 26.000 1.16 1 1.16 1.000 1 Vibrator 0.04 0.00

Formworks M2 40.00 16.00 2.50 3.056 7.64 4 1.91 0.56 0.28 0.02 0.056 0.14 0.02

Rebars kg 1,440.00 200.00 7.20 2.056 14.80 3 4.93 0.80 0.80 0.04 0.056 0.40 0.04

Deshuttering M2 40.00 32.00 1.25 3.056 3.82 1 3.82 0.28 0.14 0.01 0.056 0.07 0.01

9 0.83 - 0.80 1.22 0.07 - - - - - - - - - - - 0.07 0.00 - -

Z2V33-0480 RCC For Wall/Col. From Top of 1L-2L Casting M3 235 81.00 2.90 22.000 63.83 1 63.83 1.000 1 Vibrator 2.90 0.24

Formworks M2 940.00 4.00 235.00 3.056 718.16 5 143.63 39.17 19.58 1.10 0.056 13.16 1.10

Rebars kg 42,300.00 200.00 211.50 2.056 434.84 4 108.71 17.63 17.63 0.99 0.056 11.84 0.99

Deshuttering M2 940.00 28.00 33.57 3.056 102.59 2 51.30 5.60 2.80 0.16 0.056 1.88 0.16

12 44.76 - 17.63 40.01 2.24 - - - - - - - - - - - 2.24 0.24 - -


Formworks M2 890.00 16.00 55.63 3.056 169.99 6 28.33 7.95 3.97 0.22 0.056 3.12 0.22

Rebars kg 32,040.00 200.00 160.20 2.056 329.37 5 65.87 11.44 11.44 0.64 0.056 8.97 0.64

Deshuttering M2 890.00 32.00 27.81 3.056 85.00 2 42.50 3.97 1.99 0.11 0.056 1.56 0.11

14 11.92 - 11.44 17.40 0.97 - - - - - - - - - - - 0.97 0.07 - -

Z2V33-0500 RCC for Stair/Landings @ 1L-2L Casting M3 9 81.00 0.11 22.000 2.44 1 2.44 1.000 1 Vibrator 0.11 0.01

Formworks M2 45.00 4.00 11.25 3.056 34.38 4 8.60 2.25 1.13 0.06 0.056 0.63 0.06

Rebars kg 1,620.00 200.00 8.10 2.056 16.65 3 5.55 0.81 0.81 0.05 0.056 0.45 0.05

Deshuttering M2 45.00 28.00 1.61 3.056 4.91 2 2.46 0.32 0.16 0.01 0.056 0.09 0.01

10 2.57 - 0.81 2.10 0.12 - - - - - - - - - - - 0.12 0.01 - - Z2V33-0510 RCC For Wall/Col. From Top of 2L-3L M3 237 12Z2V33-0520 RCC Slab / Beam - 3L M3 234 14Z2V33-0530 RCC For Stair/Landings @ 2L-3L M3 7 10

Z2V33-0540 RCC For Wall/Col. From Top of 3L-4L Casting M3 237 81.00 2.93 22.000 64.37 1 64.37 1.000 1 Vibrator 2.93 0.24


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane




Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Formworks M2 948.00 4.00 237.00 3.056 724.27 5 144.85 39.50 19.75 1.11 0.056 13.27 1.11

Rebars kg 42,660.00 200.00 213.30 2.056 438.54 4 109.64 17.78 17.78 1.00 0.056 11.94 1.00

Deshuttering M2 948.00 28.00 33.86 3.056 103.47 2 51.73 5.64 2.82 0.16 0.056 1.90 0.16

12 45.14 - 17.78 40.35 2.26 - - - - - - - - - - - 2.26 0.24 - -


Formworks M2 890.00 16.00 55.63 3.056 169.99 6 28.33 7.95 3.97 0.22 0.056 3.12 0.22

Rebars kg 32,040.00 200.00 160.20 2.056 329.37 5 65.87 11.44 11.44 0.64 0.056 8.97 0.64

Deshuttering M2 890.00 32.00 27.81 3.056 85.00 2 42.50 3.97 1.99 0.11 0.056 1.56 0.11

14 11.92 - 11.44 17.40 0.97 - - - - - - - - - - - 0.97 0.07 - - Z2V33-0560 RCC For Stair/Landings @ 3L-4L M3 9 10

Z2V33-0570 RCC For Wall/Col. From Top of 4L-RoofL Casting M3 235 81.00 2.90 22.000 63.83 1 63.83 1.000 1 Vibrator 2.90 0.29

Formworks M2 940.00 4.00 235.00 3.056 718.16 4 179.54 47.00 23.50 1.32 0.056 13.16 1.32

Rebars kg 42,300.00 200.00 211.50 2.056 434.84 3 144.95 21.15 21.15 1.18 0.056 11.84 1.18

Deshuttering M2 940.00 28.00 33.57 3.056 102.59 2 51.30 6.71 3.36 0.19 0.056 1.88 0.19

10 53.71 - 21.15 48.01 2.69 - - - - - - - - - - - 2.69 0.29 - -

Z2V33-0580 RCC Wall/Col. For Staircase From Top of 4L-RoofL Casting M3 2 81.00 0.02 22.000 0.54 1 0.54 1.000 1 Vibrator 0.02 0.00

Formworks M2 8.00 4.00 2.00 3.056 6.11 2 3.06 0.67 0.33 0.02 0.056 0.11 0.02

Rebars kg 360.00 200.00 1.80 2.056 3.70 2 1.85 0.30 0.30 0.02 0.056 0.10 0.02

Deshuttering M2 8.00 28.00 0.29 3.056 0.87 1 0.87 0.10 0.05 0.00 0.056 0.02 0.00

6 0.76 - 0.30 0.68 0.04 - - - - - - - - - - - 0.04 0.00 - -

Z2V33-0590 RCC Slab / Beam - RoofL Casting M3 176.00 180.00 0.98 26.000 25.42 1 25.42 1.000 1 Vibrator 0.98 0.08

Formworks M2 880.00 16.00 55.00 3.056 168.08 5 33.62 9.17 4.58 0.26 0.056 3.08 0.26

Rebars kg 31,680.00 200.00 158.40 2.056 325.67 4 81.42 13.20 13.20 0.74 0.056 8.87 0.74


.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Deshuttering M2 880.00 32.00 27.50 3.056 84.04 2 42.02 4.58 2.29 0.13 0.056 1.54 0.13

12 13.75 - 13.20 20.08 1.12 - - - - - - - - - - - 1.12 0.08 - -

Z2V33-0600 RCC For Stair/Landings @ 4L-RoofL Casting M3 9 81.00 0.11 22.000 2.44 1 2.44 1.000 1 Vibrator 0.11 0.01

Formworks M2 45.00 4.00 11.25 3.056 34.38 3 11.46 2.81 1.41 0.08 0.056 0.63 0.08

Rebars kg 1,620.00 200.00 8.10 2.056 16.65 3 5.55 1.01 1.01 0.06 0.056 0.45 0.06

Deshuttering M2 45.00 28.00 1.61 3.056 4.91 1 4.91 0.40 0.20 0.01 0.056 0.09 0.01

8 3.21 - 1.01 2.62 0.15 - - - - - - - - - - - 0.15 0.01 - -

Z2V33-0610 RCC Slab / Beam for Staircase - RoofL Casting M3 4.00 180.00 0.02 26.000 0.58 1 0.58 1.000 1 Vibrator 0.02 0.00

Formworks M2 20.00 16.00 1.25 3.056 3.82 3 1.27 0.36 0.18 0.01 0.056 0.07 0.01

Rebars kg 720.00 200.00 3.60 2.056 7.40 2 3.70 0.51 0.51 0.03 0.056 0.20 0.03

Deshuttering M2 20.00 32.00 0.63 3.056 1.91 1 1.91 0.18 0.09 0.00 0.056 0.04 0.01

7 0.54 - 0.51 0.78 0.04 - - - - - - - - - - - 0.04 0.00 - -

Z2V33-0620 RCC For Lower Parapet Casting M3 19 81.00 0.23 22.000 5.16 1 5.16 1.000 1 Vibrator 0.23 0.02

Formworks M2 76.00 4.00 19.00 3.056 58.06 4 14.52 3.80 1.90 0.11 0.056 1.06 0.11

Rebars kg 3,420.00 200.00 17.10 2.056 35.16 3 11.72 1.71 1.71 0.10 0.056 0.96 0.10

Deshuttering M2 76.00 28.00 2.71 3.056 8.29 2 4.15 0.54 0.27 0.02 0.056 0.15 0.02

10 4.34 - 1.71 3.88 0.22 - - - - - - - - - - - 0.22 0.02 - -

Z2V33-0630 RCC For Wall/Col. From Roof L-Top of Roof L Casting M3 33 81.00 0.41 22.000 8.96 1 8.96 1.000 1 Vibrator 0.41 0.07

Formworks M2 132.00 4.00 33.00 3.056 100.85 2 50.42 11.00 5.50 0.31 0.056 1.85 0.31

Rebars kg 5,940.00 200.00 29.70 2.056 61.06 2 30.53 4.95 4.95 0.28 0.056 1.66 0.28

Deshuttering M2 132.00 28.00 4.71 3.056 14.41 1 14.41 1.57 0.79 0.04 0.056 0.26 0.04

6 12.57 - 4.95 11.24 0.63 - - - - - - - - - - - 0.63 0.07 - -

Z2V33-0640 RCC Slab / Beam Top Roof Level Casting M3 38.00 180.00 0.21 26.000 5.49 1 5.49 1.000 1 Vibrator 0.21 0.03

Formworks M2 190.00 16.00 11.88 3.056 36.29 3 12.10 3.39 1.70 0.09 0.056 0.67 0.10


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane



.056 M. Crane



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Rebars kg 6,840.00 200.00 34.20 2.056 70.32 2 35.16 4.89 4.89 0.27 0.056 1.92 0.27

Deshuttering M2 190.00 32.00 5.94 3.056 18.15 1 18.15 1.70 0.85 0.05 0.056 0.33 0.05

7 5.09 - 4.89 7.43 0.42 - - - - - - - - - - - 0.42 0.03 - -

Z2V33-0650 RCC For Upper Parapet Casting M3 24 81.00 0.30 22.000 6.52 1 6.52 1.000 1 Vibrator 0.30 0.04

Formworks M2 96.00 4.00 24.00 3.056 73.34 3 24.45 6.00 3.00 0.17 0.056 1.34 0.17

Rebars kg 4,320.00 200.00 21.60 2.056 44.41 3 14.80 2.70 2.70 0.15 0.056 1.21 0.15

Deshuttering M2 96.00 28.00 3.43 3.056 10.48 1 10.48 0.86 0.43 0.02 0.056 0.19 0.02

8 6.86 - 2.70 6.13 0.34 - - - - - - - - - - - 0.34 0.04 - -

Z2V33-0660 RCC Eqmt. Pads + Railing Casting M3 1 180.00 0.01 26.000 0.14 1 0.14 0.500 0.00 0.00

Formworks M2 4.00 12.00 0.33 3.056 1.02 4 0.25 0.07 0.03 0.00 0.056 0.02 0.00

Rebars kg 180.00 250.00 0.72 2.056 1.48 3 0.49 0.07 0.07 0.00 0.056 0.04 0.00

Deshuttering M2 4.00 35.00 0.11 3.056 0.35 2 0.17 0.02 0.01 0.00 0.056 0.01 0.00

10 0.09 - 0.07 0.12 0.01 - - - - - - - - - - - 0.01 0.00 - -

M E PFINISHES

Z2V33-3090 I. Hollow Block Works + Lintels @ Grnd Flr. M2 1,512.00 10.00 151.20 2.056 310.87 14 22.20 10.80 10.80 0.60 0.056 8.47 0.60

Z2V33-3100 I. Internal Plaster Accessories & Rush @ GL M2 72.00 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-3110 I. Internal Plaster Works @ GL M2 2,436.00 20.00 121.80 2.000 243.60 12 20.30 10.15 10.15

Z2V33-3120 I. Glazed Ceramic Tile @ GL M2 712 12.00 59.33 2.056 121.99 14 8.71 4.24 4.24 0.24 0.056 3.32 0.24

Z2V33-3130 I. Block Works For Ducts @ Grnd Flr. M2 54 10.00 5.40 2.056 11.10 2 5.55 2.70 2.70 0.15 0.056 0.30 0.15

Z2V33-3140 I. Install False Ceiling (Susp. + Boarding) @ GL M2 373 7.20 51.81 2.056 106.51 14 7.61 3.70 3.70 0.21 0.056 2.90 0.21

Z2V33-3150 I. Screed + Ceramic Tiles & Skirtings @ GL M2 1212 12.00 101.00 2.056 207.66 14 14.83 7.21 7.21 0.40 0.056 5.66 0.40

Z2V33-3160 I. Screed + Non-Slip Ceramic Tiles &Skirtings@GL M2 314 32.00 9.81 2.056 20.17 14 1.44 0.70 0.70 0.04 0.056 0.55 0.04


.056 M. Crane


.056 M. Crane



.056 M. Crane


.056 M. Crane


.056 M. Crane


.5 Vibrator


.056 M. Crane


.056 M. Crane


.056 M. Crane


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-3170 I. Water Proofing + Screed on Wet Areas - GL M2 683 64.00 10.67 6.000 64.03 10 6.40 2.13 4.27

Z2V33-3180 I. Frames Installations @ GL Nos. 54 4.80 11.25 2.056 23.13 14 1.65 0.80 0.80 0.05 0.056 0.63 0.05

Z2V33-3190 I. Doors w/ Ironmongery @ GL Nos. 54 4.80 11.25 2.056 23.13 12 1.93 0.94 0.94 0.05 0.056 0.63 0.05

Z2V33-3200 I. Frames Installation Works @ GL M2 183 4.80 38.13 2.056 78.39 14 5.60 2.72 2.72 0.15 0.056 2.14 0.15

Z2V33-3210 I.Aluminum + Glass & Other Associated Works @ GL M2 183 1.60 114.38 2.056 235.16 12 19.60 9.53 0.53 9.53 0.056 6.41 0.53

Z2V33-3220 I. Kitchen Cabinets @ GL Nos. 11 0.60 18.33 2.056 37.69 14 2.69 1.31 1.31 0.07 0.056 1.03 0.07

Z2V33-3230 I. Wardrobes @ GL Nos. 14 0.75 18.67 2.056 38.38 14 2.74 1.33 1.33 0.07 0.056 1.05 0.07

Z2V33-3240 I. Primer Application Works @ GL M2 788.00 54.60 14.43 1.000 1 Painter 14.43 10 1.44 1.44

Z2V33-3250 I. Stucco Application Works @ GL M2 788.00 16.40 48.05 1.000 1 Painter 48.05 14 3.43 3.43

Z2V33-3260 I. Emulsion Paint Works @ GL M2 971.00 32.20 30.16 1.000 1 Painter 30.16 12 2.51 2.51

Z2V33-3270 O. Plaster Accessories & Rush @ GL M2 72 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-3280 O. Plaster Works @ GL M2 370 20.00 18.50 2.000 37.00 12 3.08 1.54 1.54

Z2V33-3290 O. Polished Marble & Ceramic for Wall @ GL M2 351 10.00 35.10 2.056 72.17 14 5.15 2.51 2.51 0.14 0.056 1.97 0.14

Z2V33-3300 O. Blk Wks For Garbage Chutes+Plaster@ Grnd Flr. M2 27 10.00 2.70 2.056 5.55 2 2.78 1.35 1.35 0.08 0.056 0.15 0.08

Z2V33-3310 O. Gypsum Board +Washable Paint @ GL M2 61 16.00 3.81 2.056 7.84 14 0.56 0.27 0.27 0.02 0.056 0.21 0.02

Z2V33-3320 O. Semi Recessed G.R.G. Tiles @ GL M2 50 16.00 3.13 2.056 6.43 14 0.46 0.22 0.22 0.01 0.056 0.18 0.01

Z2V33-3330 O. Sreed + Graniti Tiles & Skirtings @ GL M2 427 12.00 35.58 2.056 73.16 14 5.23 2.54 2.54 0.14 0.056 1.99 0.14

Z2V33-3340 O. Screed + Polished Marble & Skirtings @ GL M2 196 12.00 16.33 2.056 33.58 14 2.40 1.17 1.17 0.07 0.056 0.91 0.07

Z2V33-3350 O. G. Stl, Powdr coated Railin to Staircase @ GL LM 24 20.00 1.20 2.056 2.47 10 0.25 0.12 0.01 0.12 0.056 0.07 0.01

Z2V33-3360 O. Primer ApplicationWorks @ GL. M2 111 54.60 2.03 1.000 1 Painter 2.03 8 0.25 0.25

Z2V33-3370 O. Stucco Application Works @ GL M2 111 16.40 6.77 1.000 1 Painter 6.77 12 0.56 0.56

Z2V33-3380 O. Emulsion Paint Works @ GL M2 49 32.20 1.52 1.000 1 Painter 1.52 10 0.15 0.15



.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-3390 I. Hollow Block Works + Lintels @ 1st Flr. M2 1,598.00 10.00 159.80 2.056 328.55 14 23.47 11.41 11.41 0.64 0.056 8.95 0.64

Z2V33-3400 I. Internal Plaster Accessories & Rush @ 1L M2 72.00 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-3410 I. Internal Plaster Works @ 1L M2 2,395.00 20.00 119.75 2.000 239.50 12 19.96 9.98 9.98

Z2V33-3420 I. Glazed Ceramic Tile @ 1L M2 755 12.00 62.92 2.056 129.36 14 9.24 4.49 4.49 0.25 0.056 3.52 0.25

Z2V33-3430 I. Block Works For Ducts @ 1st Flr. M2 60 10.00 6.00 2.056 12.34 2 6.17 3.00 3.00 0.17 0.056 0.34 0.17

Z2V33-3440 I. Install False Ceiling (Susp. + Boarding) @ 1L M2 400 7.20 55.56 2.056 114.22 14 8.16 3.97 3.97 0.22 0.056 3.11 0.22

Z2V33-3450 I. Screed + Ceramic Tiles & Skirtings @ 1L M2 1268 12.00 105.67 2.056 217.25 14 15.52 7.55 7.55 0.42 0.056 5.92 0.42

Z2V33-3460 I. Screed + Non-Slip Ceramic Tiles &Skirtings@1L M2 218 32.00 6.81 2.056 14.01 8 1.75 0.85 0.85 0.05 0.056 0.38 0.05

Z2V33-3470 I. Water Proofing + Screed on Wet Areas - 1L M2 547 64.00 8.55 6.000 51.28 10 5.13 1.71 3.42

Z2V33-3480 I. Frames Installations @ 1L Nos. 62 4.80 12.92 2.056 26.56 14 1.90 0.92 0.92 0.05 0.056 0.72 0.05

Z2V33-3490 I. Doors w/ Ironmongery @ 1L Nos. 62 4.80 12.92 2.056 26.56 12 2.21 1.08 1.08 0.06 0.056 0.72 0.06

Z2V33-3500 I. Frames Installation Works @ GL M2 119 4.80 24.79 2.056 50.97 14 3.64 1.77 1.77 0.10 0.056 1.39 0.10

Z2V33-3510 I. Aluminum+Glass & Other Associated Works @ 1L M2 119 1.60 74.38 2.056 152.92 12 12.74 6.20 0.35 6.20 0.056 4.17 0.35

Z2V33-3520 I. Wardrobes @ 1L Nos. 17 0.75 22.67 2.056 46.60 14 3.33 1.62 1.62 0.09 0.056 1.27 0.09

Z2V33-3530 I. Kitchen Cabinets @ 1L Nos. 16 0.60 26.67 2.056 54.83 14 3.92 1.90 1.90 0.11 0.056 1.49 0.11

Z2V33-3540 I. Primer Application Works @ 1L M2 758.00 54.60 13.88 1.000 1 Painter 13.88 12 1.16 1.16

Z2V33-3550 I. Stucco Application Works @ 1L M2 758.00 16.40 46.22 1.000 1 Painter 46.22 14 3.30 3.30

Z2V33-3560 I. Emulsion Paint Works @ 1L M2 1,356.00 32.20 42.11 1.000 1 Painter 42.11 14 3.01 3.01

Z2V33-3570 O. Plaster Accessories & Rush @ 1L M2 72 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-3580 O. Plaster Works @ 1L M2 397 20.00 19.85 2.000 39.70 12 3.31 1.65 1.65


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane



.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-3590 O. Polished Marble & Ceramic for Wall @ 1L M2 56 10.00 5.60 2.056 11.51 14 0.82 0.40 0.40 0.02 0.056 0.31 0.02

Z2V33-3600 O. Blk Wks For Garbage Chutes+Plasters@ 1st Flr. M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04

Z2V33-3610 O. Gypsum Board +Washable Paint @ 1L M2 68 16.00 4.25 2.056 8.74 14 0.62 0.30 0.30 0.02 0.056 0.24 0.02

Z2V33-3620 O. Semi Recessed G.R.G. Tiles @ 1L M2 51 16.00 3.19 2.056 6.55 14 0.47 0.23 0.23 0.01 0.056 0.18 0.01

Z2V33-3630 O. Sreed + Graniti Tiles & Skirtings @ 1L M2 453 12.00 37.75 2.056 77.61 14 5.54 2.70 2.70 0.15 0.056 2.11 0.15

Z2V33-3640 O. Screed + Polished Marble & Skirtings @ 1L M2 50 12.00 4.17 2.056 8.57 14 0.61 0.30 0.30 0.02 0.056 0.23 0.02

Z2V33-3650 O. G. Stl, Powdr coated Railin to Staircase @ 1L LM 26 20.00 1.30 2.056 2.67 10 0.27 0.13 0.01 0.13 0.056 0.07 0.01

Z2V33-3660 O. Primer Application Works @ 1L M2 119 54.60 2.18 1.000 1 Painter 2.18 8 0.27 0.27

Z2V33-3670 O. Stucco Application Works @ 1L M2 119 16.40 7.26 1.000 1 Painter 7.26 10 0.73 0.73

Z2V33-3680 O. Emulsion Paint Works @ 1L M2 55 32.20 1.71 1.000 1 Painter 1.71 12 0.14 0.14

Z2V33-3690 I. Hollow Block Works + Lintels @ 2nd Flr. 1,598.00 M2 1,598.00 10.00 159.80 2.056 328.55 14 23.47 11.41 11.41 0.64 0.056 8.95 0.64

Z2V33-3700 I. Internal Plaster Accessories & Rush @ 2L 72.00 M2 72.00 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-3710 I. Internal Plaster Works @ 2L 2,395.00 M2 2,395.00 20.00 119.75 2.000 239.50 12 19.96 9.98 9.98

Z2V33-3720 I. Glazed Ceramic Tile @ 2L 755 M2 755 12.00 62.92 2.056 129.36 14 9.24 4.49 4.49 0.25 0.056 3.52 0.25

Z2V33-3730 I. Block Works For Ducts @ 2nd Flr. 60 M2 60 10.00 6.00 2.056 12.34 2 6.17 3.00 3.00 0.17 0.056 0.34 0.17

Z2V33-3740 I. Install False Ceiling (Susp. + Boarding) @ 2L 400 M2 400 7.20 55.56 2.056 114.22 14 8.16 3.97 3.97 0.22 0.056 3.11 0.22

Z2V33-3750 I. Screed + Ceramic Tiles & Skirtings @ 2L 1268 M2 1268 12.00 105.67 2.056 217.25 14 15.52 7.55 7.55 0.42 0.056 5.92 0.42

Z2V33-3760 I. Screed + Non-Slip Ceramic Tiles &Skirtings@2L 218 M2 218 32.00 6.81 2.056 14.01 8 1.75 0.85 0.85 0.05 0.056 0.38 0.05

Z2V33-3770 I. Water Proofing + Screed on Wet Areas - 2L 547 M2 547 64.00 8.55 6.000 51.28 10 5.13 1.71 3.42


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-3780 I. Frames Installations @ 2L 62 Nos. 62 4.80 12.92 2.056 26.56 14 1.90 0.92 0.92 0.05 0.056 0.72 0.05

Z2V33-3790 I. Doors w/ Ironmongery @ 2L 62 Nos. 62 4.80 12.92 2.056 26.56 12 2.21 1.08 1.08 0.06 0.056 0.72 0.06

Z2V33-3800 I. Frames Installation Works @ 2L 119 M2 119 4.80 24.79 2.056 50.97 14 3.64 1.77 1.77 0.10 0.056 1.39 0.10

Z2V33-3810 I. Aluminum+Glass & Other Associated Works @ 2L 119 M2 119 1.60 74.38 2.056 152.92 12 12.74 6.20 0.35 6.20 0.056 4.17 0.35

Z2V33-3820 I. Wardrobes @ 2L 17 Nos. 17 0.75 22.67 2.056 46.60 14 3.33 1.62 1.62 0.09 0.056 1.27 0.09

Z2V33-3830 I. Kitchen Cabinets @ 2L 16 Nos. 16 0.60 26.67 2.056 54.83 14 3.92 1.90 1.90 0.11 0.056 1.49 0.11

Z2V33-3840 I. Primer Application Works @ 2L 758.00 M2 758.00 54.60 13.88 1.000 1 Painter 13.88 12 1.16 1.16

Z2V33-3850 I. Stucco Application Works @ 2L 758.00 M2 758.00 16.40 46.22 1.000 1 Painter 46.22 14 3.30 3.30

Z2V33-3860 I. Emulsion Paint Works @ 2L 1,356.00 M2 1,356.00 32.20 42.11 1.000 1 Painter 42.11 14 3.01 3.01

Z2V33-3870 O. Plaster Accessories & Rush @ 2L 72 M2 72 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-3880 O. Plaster Works @ 2L 397 M2 397 20.00 19.85 2.000 39.70 12 3.31 1.65 1.65

Z2V33-3890 O. Polished Marble & Ceramic for Wall @ 2L 56 M2 56 10.00 5.60 2.056 11.51 14 0.82 0.40 0.40 0.02 0.056 0.31 0.02

Z2V33-3900 O. Blk Wks For Garbage Chutes+Plasters@ 2nd Flr. 14 M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04

Z2V33-3910 O. Gypsum Board +Washable Paint @ 2L 68 M2 68 16.00 4.25 2.056 8.74 14 0.62 0.30 0.30 0.02 0.056 0.24 0.02

Z2V33-3920 O. Semi Recessed G.R.G. Tiles @ 2L 51 M2 51 16.00 3.19 2.056 6.55 14 0.47 0.23 0.23 0.01 0.056 0.18 0.01

Z2V33-3930 O. Sreed + Graniti Tiles & Skirtings @ 2L 453 M2 453 12.00 37.75 2.056 77.61 14 5.54 2.70 2.70 0.15 0.056 2.11 0.15

Z2V33-3940 O. Screed + Polished Marble & Skirtings @ 2L 45 M2 50 12.00 4.17 2.056 8.57 14 0.61 0.30 0.30 0.02 0.056 0.23 0.02

Z2V33-3950 O. G.Steel, Powder coated Railin to Staircase@2L 26 LM 26 20.00 1.30 2.056 2.67 10 0.27 0.13 0.01 0.13 0.056 0.07 0.01

Z2V33-3960 O. Primer Application Works @ 2L 119 M2 119 54.60 2.18 1.000 1 Painter 2.18 8 0.27 0.27

Z2V33-3970 O. Stucco Application Works @ 2L 119 M2 119 16.40 7.26 1.000 1 Painter 7.26 10 0.73 0.73

Z2V33-3980 O. Emulsion Paint Works @ 2L 55 M2 55 32.20 1.71 1.000 1 Painter 1.71 12 0.14 0.14


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-3990 I. Hollow Block Works + Lintels @ 3rd Flr. 1,598.00 M2 1,598.00 10.00 159.80 2.056 328.55 14 23.47 11.41 11.41 0.64 0.056 8.95 0.64




Z2V33-4030 I. Block Works For Ducts @ 3rd Flr. 60 M2 60 10.00 6.00 2.056 12.34 2 6.17 3.00 3.00 0.17 0.056 0.34 0.17











Z2V33-4140 I. Primer Appilcation Works @ 3L 758.00 M2 758.00 54.60 13.88 1.000 1 Painter 13.88 12 1.16 1.16

Z2V33-4150 I. Stucco Application Works @ 3L 758.00 M2 758.00 16.40 46.22 1.000 1 Painter 46.22 14 3.30 3.30





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1 Mason 1 Helper

1 Mason 1 Helper


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane


Z2V33-4200 O. Blk Wks For Garbage Chutes+Plasters@ 3rd Flr. 14 M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04

Z2V33-4210 O. Gypsum Board +Washable Paint @ 3L 68 M2 68 16.00 4.25 2.056 8.74 14 0.62 0.30 0.30 0.02 0.056 0.24 0.02








Z2V33-4290 I. Hollow Block Works + Lintels @ 4th Flr. 1,598.00 M2 1,598.00 10.00 159.80 2.056 328.55 12 27.38 13.32 13.32 0.75 0.056 8.95 0.75




Z2V33-4330 I. Block Works For Ducts @ 4th Flr. 60 M2 60 10.00 6.00 2.056 12.34 2 6.17 3.00 3.00 0.17 0.056 0.34 0.17






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1 Mason 1 Helper

1 Mason 1 Helper


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane







Z2V33-4440 I. Primer Application Works @ 4L 758.00 M2 758.00 54.60 13.88 1.000 1 Painter 13.88 10 1.39 1.39

Z2V33-4450 I. Stucco Installation Works @ 4L 758.00 M2 758.00 16.40 46.22 1.000 1 Painter 46.22 12 3.85 3.85





Z2V33-4500 O. Blk Wks For Garbage Chutes+Plasters@ 4th Flr. 14 M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04

Z2V33-4510 O. Gypsum Board + Washable Paint @ 4L 68 M2 68 16.00 4.25 2.056 8.74 12 0.73 0.35 0.35 0.02 0.056 0.24 0.02









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1 Mason 1 Helper

1 Mason 1 Helper


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Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-4590 I. Hollow Block Works + Lintels @ 5th Flr. M2 1,598.00 10.00 159.80 2.056 328.55 12 27.38 13.32 13.32 0.75 0.056 8.95 0.75

Z2V33-4600 I. Internal Plaster Accessories & Rush @ 5L M2 72.00 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-4610 I. Internal Plaster Works @ 5L M2 2,395.00 20.00 119.75 2.000 239.50 10 23.95 11.98 11.98

Z2V33-4620 I. Glazed Ceramic Tile @ 5L M2 755 12.00 62.92 2.056 129.36 12 10.78 5.24 5.24 0.29 0.056 3.52 0.29

Z2V33-4630 I. Block Works For Ducts @ 5th Flr. M2 60 10.00 6.00 2.056 12.34 2 6.17 3.00 3.00 0.17 0.056 0.34 0.17

Z2V33-4640 I. Install False Ceiling (Susp. + Boarding) @ 5L M2 400 7.20 55.56 2.056 114.22 12 9.52 4.63 4.63 0.26 0.056 3.11 0.26

Z2V33-4650 I. Screed + Ceramic Tiles & Skirtings @ 5L M2 1268 12.00 105.67 2.056 217.25 12 18.10 8.81 8.81 0.49 0.056 5.92 0.49

Z2V33-4660 I. Screed + Non-Slip Ceramic Tiles &Skirtings@5L M2 218 32.00 6.81 2.056 14.01 6 2.33 1.14 1.14 0.06 0.056 0.38 0.06

Z2V33-4670 I. Water Proofing + Screed on Wet Areas - 5L M2 547 64.00 8.55 6.000 51.28 8 6.41 2.14 4.27

Z2V33-4680 I. Frames Installations @ 5L Nos. 62 4.80 12.92 2.056 26.56 10 2.66 1.29 1.29 0.07 0.056 0.72 0.07

Z2V33-4690 I. Doors w/ Ironmongery @ 5L Nos. 62 4.80 12.92 2.056 26.56 8 3.32 1.61 1.61 0.09 0.056 0.72 0.09

Z2V33-4700 I. Frames Installation Works @ 5L M2 119 4.80 24.79 2.056 50.97 12 4.25 2.07 2.07 0.12 0.056 1.39 0.12

Z2V33-4710 I. Aluminum+Glass & Other Associated Works @ 5L M2 119 1.60 74.38 2.056 152.92 10 15.29 7.44 0.42 7.44 0.056 4.17 0.42

Z2V33-4720 I. Kitchen Cabinets @ 5L Nos. 17 0.75 22.67 2.056 46.60 12 3.88 1.89 1.89 0.11 0.056 1.27 0.11

Z2V33-4730 I. Wardrobes @ 5L Nos. 16 0.60 26.67 2.056 54.83 12 4.57 2.22 2.22 0.12 0.056 1.49 0.12

Z2V33-4740 I. Primer Application Works @ 5L M2 758.00 54.60 13.88 1.000 1 Painter 13.88 10 1.39 1.39

Z2V33-4750 I. Stucco Installation Works @ 5L M2 758.00 16.40 46.22 1.000 1 Painter 46.22 12 3.85 3.85

Z2V33-4760 I. Emulsion Paint Works @ 5L M2 1,356.00 32.20 42.11 1.000 1 Painter 42.11 12 3.51 3.51

Z2V33-4770 O. Plaster Accessories & Rush @ 5L M2 72 48.46 1.49 2.000 2.97 7 0.42 0.21 0.21

Z2V33-4780 O. Plaster Works @ 5L M2 397 20.00 19.85 2.000 39.70 10 3.97 1.99 1.99


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1 Mason 1 Helper

1 Mason 1 Helper


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1 Mason 1 Helper

1 Mason 1 Helper



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-4790 O. Polished Marble & Ceramic for Wall @ 5L M2 56 10.00 5.60 2.056 11.51 12 0.96 0.47 0.47 0.03 0.056 0.31 0.03

Z2V33-4800 O. Blk Wks For Garbage Chutes+Plasters@ 5th Flr. M2 14 10.00 1.40 2.056 2.88 2 1.44 0.70 0.70 0.04 0.056 0.08 0.04

Z2V33-4810 O. Gypsum Board + Washable Paint @ 5L M2 68 16.00 4.25 2.056 8.74 12 0.73 0.35 0.35 0.02 0.056 0.24 0.02

Z2V33-4820 O. Semi Recessed G.R.G. Tiles @ 5L M2 51 16.00 3.19 2.056 6.55 12 0.55 0.27 0.27 0.01 0.056 0.18 0.01

Z2V33-4830 O. Screed + Polished Marble & Skirtings @ 5L M2 453 12.00 37.75 2.056 77.61 12 6.47 3.15 3.15 0.18 0.056 2.11 0.18

Z2V33-4840 O. Sreed + Graniti Tiles & Skirtings @ 5L M2 50 12.00 4.17 2.056 8.57 12 0.71 0.35 0.35 0.02 0.056 0.23 0.02

Z2V33-4850 O. G.Steel, Powder coated Railin to Staircase@5L LM 26 20.00 1.30 2.056 2.67 8 0.33 0.16 0.01 0.16 0.056 0.07 0.01

Z2V33-4860 O. Primer Application Works @ 5L M2 119 54.60 2.18 1.000 1 Painter 2.18 7 0.31 0.31

Z2V33-4870 O. Stucco Application Works @ 5L M2 119 16.40 7.26 1.000 1 Painter 7.26 8 0.91 0.91

Z2V33-4880 O. Emulsion Paint Works @ 5L M2 55 32.20 1.71 1.000 1 Painter 1.71 10 0.17 0.17

Z2V33-4890 Hollow Block Works + Lintels @ Roof Floor M2 307 10.00 30.70 2.056 63.12 10 6.31 3.07 3.07 0.17 0.056 1.72 0.17

Z2V33-4900 Plaster Accessories & Rush @ Roof Floor M2 72 48.46 1.49 2.000 2.97 5 0.59 0.30 0.30

Z2V33-4910 Plastering Works @ Roof Deck Floor M2 339 20.00 16.95 2.000 33.90 8 4.24 2.12 2.12

Z2V33-4920 Roof Drain & Access.+ Lightweight Concrete M2 365.00 7Z2V33-4930 One Coat Cold Bituminous Primer M2 106.00 2Z2V33-4940 2 Layers of SBS W.P. Membrane + Water Test M2 259.00 6Z2V33-4950 Alum. Foil Covering Fixed to Upstand w/ Sealant LM 83 3Z2V33-4960 50mm Thk. Extruded Polystyrene Insulation M2 259.00 2Z2V33-4970 Protection Layer M2 259.00 2Z2V33-4980 18mm-25mm Round Aggregates (50mm Thk.) M2 259.00 4Z2V33-4990 1mm Thk. Alum. Flashing Fixed into Conc. Upstand M2 83 3Z2V33-5000 Sealant Application Around top of Alum. Flashing M2 83 2Z2V33-5010 Channel & Rails Installation for Lifts Items 2 14Z2V33-5020 Cabin Assembly / Installation for lifts Items 2 10Z2V33-5030 Machine Installation for lifts Items 2 7Z2V33-5040 Doors Installation for lifts Items 2 10Z2V33-5050 Connections To Ele + Finishing Touches for lifts Items 2 12Z2V33-5060 Installation of Chute Tubes and Intake Throats Item 1 8Z2V33-5070 Install Intake Doors, Chute Vent & Accessories Item 1 4Z2V33-5080 Install Ground Floor Offset + Fire Shutter Door Item 1 2Z2V33-5090 Install Compactor with MCP Item 1 1Z2V33-5100 Installation of Garbage Container Item 1 1Z2V33-5110 Final Test & Comm. Item 1 3Z2V33-5120 Installation of Window Cleaning Eqmt. Item 1 14

Z2V33-5130 Primer Application Works @ Roof Deck M2 69 54.60 1.26 1.000 1 Painter 1.26 8 0.16 0.16

Z2V33-5140 Stucco Application Works @ Roof Deck M2 69 16.40 4.21 1.000 1 Painter 4.21 10 0.42 0.42

Z2V33-5150 Emulsion / Epoxy Paint Works @ Roof Deck M2 203 32.20 6.30 1.000 1 Painter 6.30 12 0.53 0.53

Z2V33-5160 Excavation Works External M3 6,887.67 315.00 21.87 2.000 43.73 5 8.75 4.37 4.37 1.000 21.87 4.37

Z2V33-5170 RCC Manholes / Gully Traps Nos. 69 5.63 12.27 5.000 61.33 14 4.38 1.75 0.88 0.88 0.88 1.000 12.27 0.88

Z2V33-5180 Water Proofing M2 124.30 76.00 1.64 6.000 9.81 12 0.82 0.27 0.55


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.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane


.056 T. Crane

1 Mason 1 Helper

1 Mason 1 Helper

1 Operator 1 Helper

1 Excavator

2 Carpenter 1 Mason 1 Helper 1 Operator

1 M. Crane




Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-5190 Sand Bedding M2 52.67 60.00 0.88 1.250 1.10 10 0.11 0.09 0.02 0.250 0.22 0.02

Z2V33-5200 Backfilling Works M3 6,834.67 601.00 11.37 7.500 85.29 14 6.09 2.44 1.22 2.44 4.500 51.17 0.41 2.44 0.41 0.41

Z2V33-5210 Instl Drainage Pipes &Con. To Existing Chambers Item 1 14Z2V33-5220 Instl Water Supply Pipes&Con. To Existg Chambers Item 1 12Z2V33-5230 Instl Chilled Water Pipes&Con. To Existg Chamber Item 1 14Z2V33-5240 Instl Central Gas Pipes &Con. To Existg Chambers Item 1 12Z2V33-5250 Instl Telephone Ducts &Con. To Existing Chambers Item 1 10Z2V33-5260 Laying of Power cables (By Others) Item 1 7Z2V33-5270 Hardscaping Works Item 1 14Z2V33-5280 Landscaping Works Item 1 12

Z2V33-5290 Ext. Plaster Accessories & Rush on Front Elev. M2 1,865.00 48.46 38.49 2.000 76.97 2 38.49 19.24 19.24

Z2V33-5300 Ext. Plaster Works on Front Elevation M2 18.00 8.00 2.25 2.000 4.50 4 1.13 0.56 0.56

Z2V33-5310 Install Balcony Handrail on Front Elev. Nos. 19 15.00 1.27 2.250 2.85 12 0.24 0.11 0.11 0.03 0.250 0.32 0.03

Z2V33-5320 Decorative GRC Panels W/ Epoxy Paint @ F. Elev. Nos. 10 2.00 5.00 2.500 12.50 10 1.25 0.50 0.50 0.25 0.500 2.50 0.25

Z2V33-5330 Wooden Pergola on Front Elev. @ (1st & 2nd) Flr. LM 5 8.00 0.63 2.500 1.56 12 0.13 0.05 0.05 0.03 0.500 0.31 0.03

Z2V33-5340 External Painting Works on Front Elevation M2 1,883.00 32.20 58.48 3.000 3 Painter 175.43 14 12.53 12.53

Z2V33-5350 Ext. Plaster Access. & Rush on Leftside Elev. M2 688 48.46 14.20 2.000 28.39 2 14.20 7.10 7.10

Z2V33-5360 Ext. Plaster Works on Left Side Elevation M2 18 8.00 2.25 2.000 4.50 4 1.13 0.56 0.56

Z2V33-5370 Install Balcony Handrail on Leftside Elev. Nos. 15 15.00 1.00 2.250 2.25 10 0.23 0.10 0.10 0.03 0.250 0.25 0.03

Z2V33-5380 Decorative GRC Panels W/ Epoxy Paint @ LS. Elev. Nos. 1 2.00 0.50 2.500 1.25 8 0.16 0.06 0.06 0.03 0.500 0.25 0.03

Z2V33-5390 External Painting Works on Left Side Elevation M2 706 32.20 21.93 3.000 3 Painter 65.78 12 5.48 5.48

Z2V33-5400 Ext. Plaster Accessories & Rush on Rear Elev. M2 1,417.00 48.46 29.24 2.000 58.48 2 29.24 14.62 14.62

Z2V33-5410 Ext. Plaster Works on Rear Elevation M2 18.00 8.00 2.25 2.000 4.50 4 1.13 0.56 0.56

Z2V33-5420 Install Balcony Handrail on Rear Elev. Nos. 95 15.00 6.33 2.250 14.25 12 1.19 0.53 0.53 0.13 0.250 1.58 0.13

Z2V33-5430 Decorative GRC Panels W/ Epoxy Paint @ R. Elev. Nos. 22 2.00 11.00 2.500 27.50 10 2.75 1.10 1.10 0.55 0.500 5.50 0.55

Z2V33-5440 Wooden Pergola on Rear Elev. @ (1st & 2nd) Flr. LM 5 8.00 0.63 2.500 1.56 12 0.13 0.05 0.05 0.03 0.500 0.31 0.03

Z2V33-5450 External Painting Works on Rear Elevation M2 1,435.00 32.20 44.57 3.000 3 Painter 133.70 14 9.55 9.55

Z2V33-5460 Ext. Plaster Access. & Rush on Rightside Elev. M2 688 48.46 14.20 2.000 28.39 2 14.20 7.10 7.10

Z2V33-5470 Ext. Plaster Works on Right Side Elevation M2 18 8.00 2.25 2.000 4.50 4 1.13 0.56 0.56

1 Helper 0.25 Operator

.25 Bob Cat

1.5 Operator 3 Driver 3 Helper

0.5 Shovel 3 Dump Truck .5 S. Roller .5 Bob Cat

1 Mason 1 Helper

1 Mason 1 Helper


.25 M. Crane


..5 M. Crane


.5 M. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.25 M. Crane


..5 M. Crane

1 Mason 1 Helper

1 Mason 1 Helper


.25 M. Crane


..5 M. Crane


.5 M. Crane

1 Mason 1 Helper

1 Mason 1 Helper



Prod. Rate (G)

Tot. Man (I)

Crew Desc.

Tot. M-days (K)

Manpower/day

Tot. Eqmt (X)

Eqmt Desc.

Tot. E-days (Z)

Carpenter

Steel Fixer

Technician

Alum. Tech

Waterproofer

Excavator

Tower Crane

Z2V33-5480 Install Balcony Handrail on Rigthside Elev. Nos. 15 15.00 1.00 2.250 2.25 10 0.23 0.10 0.10 0.03 0.250 0.25 0.03

Z2V33-5490 Decorative GRC Panels W/ Epoxy Paint @ RS. Elev. Nos. 1 2.00 0.50 2.500 1.25 8 0.16 0.06 0.06 0.03 0.500 0.25 0.03

Z2V33-5500 External Painting Works on Right Side Elevation M2 706 32.20 21.93 3.000 3 Painter 65.78 12 5.48 5.48

Z2V33-5510 Snagging & Desnagging For Finishes @ GF Item 1 30Z2V33-5520 Handing-Over For Finishes @ GF Item 1 10Z2V33-5530 Snagging & Desnagging For Finishes @ 1F Item 1 30Z2V33-5540 Handing-Over For Finishes @ 1F Item 1 10Z2V33-5550 Snagging & Desnagging For Finishes @ 2F Item 1 30Z2V33-5560 Handing-Over For Finishes @ 2F Item 1 10Z2V33-5570 Snagging & Desnagging For Finishes @ 3F Item 1 30Z2V33-5580 Handing-Over For Finishes @ 3F Item 1 10Z2V33-5590 Snagging & Desnagging For Finishes @ 4F Item 1 30Z2V33-5600 Handing-Over For Finishes @ 4F Item 1 10Z2V33-5610 Snagging & Desnagging For Finishes @ 5F Item 1 30Z2V33-5620 Handing-Over For Finishes @ 5F Item 1 10Z2V33-5630 Snagging & Desnagging For Finishes @ Roof Floor Item 1 1Z2V33-5640 Handing-Over For Finishes @ Roof Floor Item 1 21Z2V33-5650 Power On (By DEWA) 0 1Z2V33-5660 Precommissioning & Startup 0 35Z2V33-5670 Availability of Chilled Water (By Others) 0 12Z2V33-5680 Testing & Final Commissioning 0 2Z2V33-5690 Snagging & Desnagging For External Finishes Item 1 1Z2V33-5700 Handing-Over For External Finishes Item 1 1Z2V33-5710 Completion of Fdn./Superstructure -Building # 33 Item 1 1Z2V33-5720 Completion of External Works for Building # 33 Item 1 1Z2V33-5730 Completion of MEP Works for Building # 33 0Z2V33-5740 Completion of Finishes for Building # 33 Item 1 0Z2V33-5750 Completion of Fdn./SuperStruc. for Phase-2 BLDG. Item 1 0Z2V33-5760 Completion of External Works for Phase-2 BLDG. Item 1 0Z2V33-5770 Completion of MEP Works for Phase-2 BLDG. 0Z2V33-5780 Completion of Finishes for Phase-2 BLDG. Item 1Z2V33-5790 Completion Milestone for Phase-2 Buildings Item 1


.25 M. Crane


..5 M. Crane

Documents

AMSC Productivity Rate - Turner