SCOOTER PARKING

1 Footing No. LF1

Excavation 4 1.2

conc.work 4 1.1

F2Excavation 8 1.4Conc. Work 8 1.3

Total Excavation Total Conc. Work

2 Footing reinforcement No. of Bars

Bars parallel to length 1.1/0.15= 7+ 1 BAR= 8 4 8Length=1.1-0.15-0.15= 0.8Bars parallel to breadth1.1/0.15= 7+ 1 BAR= 8 4 8Length=1.1-0.15-0.15= 0.8

Bars parallel to length1.3/0.15= 8 + 1 Bar = 9 8 9Length= 1.3-0.15-0.15 = 1Bars parallel to breadth1.3/0.15= 8 + 1 Bar = 9 8 9Length= 1.3-0.15-0.15 = 1

3 Surface dressing 16.46

4 Lean Conc In footing F1 4 1.1F 2 8 1.3

For plinth beam H 30.46V 25.44

5 Column above plinth level L

No. of column in footing

F1 10 tor 150 c/c

F2 10 tor 150 c/c

C1of Height 2.4 m 12 0.23

6 Reinforcement detail

C 1 of Height 2.4 m 22Length of Lateral Ties 2*(0.41)+4*(0.19) 1.58Spacing 16 Dia 75c/cHeight of column/752.4/0.075 = 32 Bar + 1= 33

HOOKS= 8*Dia 8*0.016 0.128

Total rmft in stirup of 16 Dia 33 1.708

Longitudinal bar length 2.4+.045+1.5+48*0.012(DIA) 8 4.521

7 Plinth beams LPB 1 Excavation

H PB 1 2 18.66VPB 1 2 6.26

Conc. Work HPB 1 2 30.46VPB 1 2 8.52

Reinf. Of 16 Dia 6

PB 2 Excavation

VPB 2 4 12.12

Conc Work VPB 2 4 16.92

Reinf. Of 12 Dia 6

8 Roof Beam LRB 1

HRB 1 2 30.46

Reinf. Of 12 Dia 6

RB 2 VRB 2 6 25.38

Reinf. Of 16 Dia 6

9 Shuttering

Ar of roof

Column C 1 of Height 2.4m 12 0.23

Plinth Beam PB 1

HPB 1 30.46VPB 1 8.52

PB 2 VPB 2 16.92

Column in footing F1 4 1.1F2 8 1.3

10 Wall Drawf wall 25.38

11 Roof Slab RS 1 1 15.23

13 Reinf in roof slab

RS 1 1Reinf. Of 8 Dia 150 c/c Spacing of bars Length /0.150 = 15.23/0.1515.23/0.15= 101 Bar + 1 = 102 102 4.23Breadth /0.15= 4.23/0.154.23/0.15= 28 Bar + 1 = 29 29 15.23

14 Flooring car parking 15.23

15 Ramp conc work 2 15.23

B H Quantity Unit

1.2 1.6 9.216 cum

1.1 1.5 7.26

1.4 1.6 25.0881.3 1.5 20.28

34.304 cum 27.54 cum

L

100.8 25.6 m 195.2

0.8 25.6 m

1 72 m

1 72 m

7.26 119.4996 sqm

1.1 0.15 0.726 cum 1.3 0.15 2.028 cum

0.23 0.15 1.05087 cum0.23 0.15 0.87768 cum

B H

no walls , no plaster

.1m added extra

0.45 2.4 2.9808 cum

121079.976

161626.168

1240.008 m

795.696 m

B H

0.23 0.6 2.57508 cum 0.23 0.6 0.86388 cum

0.23 0.6 4.20348 cum 0.23 0.6 1.17576 cum

233.88 m

0.23 0.45 1.25442 cum

0.23 0.45 1.75122 cum

101.52 m

B H

0.23 0.45 3.15261 cum

182.76 m

0.23 0.45 2.62683 cum

152.28 m

64.4229 sqm

0.45 2.4 39.168 2*(lh+bh)

0.23 0.6 36.828 sqm 0.23 0.6 10.5 sqm

0.23 0.45 15.435 sqm

1.1 1.5 26.41.3 1.5 62.4

Total 88.8 sqm

0.23 0.6 3.50244 cum

4.23 0.13 8.374977 cum

81746.26

431.46

441.67

1746.26 m

4.23 64.4229 sqm

0.9 0.6 8.2242 cum

2* becoz of bottom and top

PRICING OF SCOOTER PARKING AT TUGHALAKABAD

S. No. Description of item Qty1 Surface dressing not exceeding 15 cm deep in soft/loose soil 119.4996

2 38.99738

3 4.32692

4 234.78

5 83.85

6 64.4229

7 119.4996

8 Cement concrete in foundation filling and mass concrete type D2 1:4:8 4.68255

9 4314.376

10 190.731

11 51.6549

12 64.4229

13 8.374977

14 3.50244

15

16 Rendering 10mm thick in CM 1:6 finished even and smooth internal plaster

17 64.4229

18

19

20 Roof treatment21 Dry distemper 22 Three coats of white wash on ceiling 23 Three coats of lime wash on internal walls

Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth for foundation n.exc. 10 sqm on plan and n. exc. 1.5 m depth and getting out in soft/loose soil.

Returning, filling, in including spreading, levelling, watering and well ramming in layers not exc. 25 cm in soft/loose soil.

M/L Treating the bottom and sides of excavation at the rate of 5 litres per sqm of surface area

Treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion per sqm of vertical surface

Treating the top surface of filled earth at the rate of 5 litres of emulsion per sqm of surface.

Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per meter of perimeter of wall.

TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for cloumns hooking ends and binding with mild steel wire not less than 0.9-0 mm dia

Formwork to sides of concrete in foundation footings bases of columns and plinth beams

Reinforced cement concrete (design mix) in foundation including footings foundation beams plinth beams bases of columns etc in M25

Formwork to soffits of suspended slabs such as roof slabs floor slabs landings and similar works

Reinforced cement concrete (design mix) in slabs simply supported on walls beams and columns in floor roof landings and balconies etc in M25

Modular bricks in cement mortar 1:6 with fly ash bricks straight or curved on plan not exc 6 m mean radius

Rendering 10mm thick in CM 1:4 second layer of 5 mm in CM 1:4 with water proofing compund sand finished external plaster

Rendering 5mm thick in CM 1:3 to RCC soffits bottom of beams lintal RCC chajjas slabs etc

20-25 mm thick kota stone flooring 600x600 over 20 mm screed in CM1:6 over 100 mm thick PCC Type D2 over 150 mm thick hard core

7-8 mm thick non skid ceramic tiles 300x300 mm laid over cement screed in CM 1:4 over 100 mm thick PCC 1:2:4

Grand total

Add 3% for unforeseen

items

Plinth area of building

Plinth area rate per Sqm

no plaster ?

Unit Rate Amount SSRSqm 7.9 944.04684 3011

Cum 115.2 4492.4982 3006

Cum 41.7 180.43256 3009 8 10

Sqm 80.6 18923.268 3047 0.39 0.61

Sqm 126.8 10632.18 3048

Sqm 80.6 5192.4857 3049 1746.26 195.2

Sqm 38.6 4612.6846 3051

Cum 2303.3 10785.317 4025

kg 48.6 209678.67 10034

Sqm 134.2 25596.1 7004

Cum 3482.2 179872.69 4053

Sqm 211.5 13625.443 7006

Cum 3770 31573.663 4055

Cum 255.3 894.17293 5019

Sqm 134.8 0 14001 & 14004 1746.26 195.2

Sqm 77.3 0 14001

Sqm 76.3 4915.467314001 & 14004 681.0414 119.072

Sqm 805.69 0 13013 & others

Sqm 520.4 0 13074

Sqm 300 0 AssessedSqm 31.1 0 15010Sqm 11.8 0 15006Sqm 11.8 0 15006Total 521919.13

15657.574

537576.7

Sqm

#DIV/0!

12 16 20 25

0.89 1.57 2.46 3.85

1079.976 1626.168

1079.976 1626.168 0 0

961.17864 2553.0838 0 0

4314.3758