92795289 building-data

Sl. No. Description Unit Quantity Rate Rs.

RBR-FNDN1

b

1 Earthwork in excavation for structures as per drawing and

technical specifications Clause 305.1 including setting out,

construction of shoring and bracing, removal of stumps and

other deleterious material and disposal upto a lead of 50 m,

dressing of sideMechanical Means

Upto 3 m depth

Unit = cum

Taking output = 240 cum

a) Labour

Mate day -

Mazdoor (Unskilled) day 8.32 258.00

b) Machinery

Hydraulic Excavator 1 cum bucket capacity hour 6.00 2009.50

c&d) Overheads & Contractors Profit

Cost for 240 cum = a+b+c+d

Rate per cum = (a+b+c+d)/240

BLD-CSTN-

2-5

2 Plain Cement concrete (1:4:8) using 40 mm metal with

concrete mixture. All work upto plinth level.Unit = 1cum

A. MATERIALS:

Cement kg 162.00 5300.00

Coarse aggregate 40 mm cum 0.90 1094.70

Fine aggregate (Sand) cum 0.45 630.62

Seigniorage charges for C.A cum 0.90 0.00

Seigniorage charges for F.A cum 0.45 0.00

Water (including for curing) kl 1.20 77.00

B. MACHINERY

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 248.40

C. LABOUR:

Mason 1st class day 0.10 342.00

Mazdoor (unskilled) day 1.39 258.00

Overheads & Contractors Profit @ 14%

Grand Total

3 RCC M- 20 nominal mix (Cement:fine aggregate: coarse aggregate)

corresponding to Table 9 of IS 456 using 20mm size graded machine

crushed hard granite metal (coarse aggregate) from approved quarry

including cost and conveyance of all materials like cement, fine

aggregate (sand) coarse aggregate, water etc., to site and including

Seigniorage charges, sales & other taxes on all materials including all

operational, incidental and labour charges such as mixing, laying

concrete, curing, centering, shuttering etc.,complete but excluding

cost of steel and its fabrication charges for finished item of work as A FOOTINGS UNIT 1.00

A. MATERIALS:

Cement for mix kg 400.00 5300.00

Coarse aggregate 20mm cum 0.90 1273.70

Fine aggregate cum 0.45 630.62

Water including kl 1.20 77.00

Add Seignorage charges on CA @

Water including

Total

B. MACHINERY

COMPOUND WALL DATA

SATTENAPALLE MUNICIPALITY

DATA 2011-2012

Note: 1. Cost of dewatering upto 5% of a+b may be added, where required, upto 10 per cent of labour cost.

Assessment for dewatering shall be made as per site conditions.

(included in material rate)



Concrete mixer 10/7cft (0.2/0.8cum) capacity Hour 1.00 44.80

Fuel/Energy charges Hour 0.133 61.90

Needle Vibrator 60mm dia (petrol) Hour 1.00 6.20


Centering charges cum 1.00 59.00

Total

C. LABOUR

Labour charges for centering cum 1.00 330.00

Crew for concrete mixer Hour 1.00 141.70

Crew for needle vibrator Hour 1.00 102.00

Mason Class-1 Day 0.133 285.00


Mazdoor (unskilled) Day 3.60 215.00

Total

Add 20% over basic rate on labour component for Municipal area

ABSTRACT

A. Cost of Material including seigniorage charges

B. Hire charges for Machinery

C. Cost of Labour

D. Contractors Profit &over heads on (A+B+C)

Total cost for 1.00 cum

COLUMNS UNIT 1.00

A. MATERIALS:






Water including

Total

B. MACHINERY






Total

C. LABOUR







Total


ABSTRACT



C. Cost of Labour



B




C PLINTH BEAM UNIT 1.00

A. MATERIALS:






Water including

Total

B. MACHINERY






Total

C. LABOUR







Total


ABSTRACT



C. Cost of Labour



D BEAMS UNIT 1.00

A. MATERIALS:






Water including

Total

B. MACHINERY






Total

C. LABOUR












Total


ABSTRACT



C. Cost of Labour



E ROOF SLAB UNIT 1.00

A. MATERIALS:






Water including

Total

B. MACHINERY






Total

C. LABOUR







Total


ABSTRACT



C. Cost of Labour



BLD-CSTN-

2-18

4 Supplying, fitting and placing HYSD bar reinforcement in

foundation complete as per drawings and technical

specifications for Bars below 36 mm dia including over laps

and wastage, where they are not weldedUnit = t

(a) Material

HYSD bars including 5 per cent for overlaps and wastage t 1.05 44000.00

Binding wire kg 6.00 55.00

1000 &

1200




(b) Labour for cutting, bending, shifting to site, tying and

placing in positionBlacksmith / Bar bender day 2.00 360.00


(c) Overheads on (a+b)

(d) Contractor’s profit on (a+b+c)

Rate per t = a+b+c+d

Rate per kg = a+b+c+d /1000

Cement Mortar (1 : 3)

Unit : 1cum

A. MATERIALS:

Cement kg. 480.00 5300.00

Sand (including 5% wastage) cum 1.05 630.62

Seigniorage charges for sand cum 1.05

B. MACHINERY

- Nil - -

C. LABOUR:

Man mazdoor for mixing mortar day 0.20 258.00

Grand Total

BLD-CSTN-

6

PLASTERING

BLD-CSTN-

6-1

5 Plastering with CM (1:3), 12 mm thick to ceiling including

cost & conveyance of all materials and labour charges curing

etc., complete

Unit = 10 sqm

A. MATERIALS:

Cement Mortar (1:3) cum 0.15 3257.75

Seigniorage charges for F.A cum 0.15 0.00

B. LABOUR:




Grand Total

BLD-CSTN-

6-1

6 Plastering with CM (1:3), 20 mm thick to ceiling including

cost & conveyance of all materials and labour charges curing

etc., completeUnit = 10 sqm

A. MATERIALS:

Cement Mortar (1:3) cum 0.21 3257.75

Seigniorage charges for F.A cum 0.21

B. LABOUR:




Grand Total

7 Refilling the foundation with excavated soils other than sand

complying with standard specification for finished item of

work - 1cuma) Labour


c&d) Overheads & Contractors Profit

Rate per cum

8 Brick Masonry in CM (1:6) with 2nd class Bricks traditional

size 23 x 11 x 7 cms including cost of all materials and labour

charges and scaffolding charges etc., complete

Note: When Motor mix is changed proportionate quantity of cement has to be submitted


Unit = 1 cum

A. MATERIALS:

Cement kg 48.00 5300.00

Bricks traditional size 23x11x7 cms 2nd class nos 512.00 3100.00


Seigniorage charges for sand cum 0.20

B. LABOUR:


Mason 2nd

class day 0.56 312.00


c) Overheads & Contractors Profit @ 14%

Rate per cum (a+b+c)

9 White washing two coats with whiting of approved quality to

give an even shade after thoroughly brushing the surface to

remove all dirt and remains of loose powdered materials

including cost of all materials, labour charges and incidental

such as scaffolding, lift charges etc., complete for finished

item of work, but excluding conveyance charges of materials -

10 Sq.M.A. MATERIAL

Whiting/White Cement kg 2.00 25.00

Gum, conjee water, or prickly pear juice including necessary fire wood Ls

B. LABOUR

Painter 1st class day 0.21 360.00


Sundries including brushes, ladders, etc., 1% 158.16


Rate per 10 sqm

Rate per 1 sqm

10 Colour washing two coats over plastered wall surface as per

Standard specification. - 10 sqmA. MATERIAL

Rate for "White Washing" two coats sqm 10.00 24.30

Add: For Colours, etc., (50 % of above rate)


Rate per 10 sqm

Rate per 1 sqm

11 Flooring with 15 mm thick Polished black Kadapa slabs

(0.457x0.457M) , set over base coat of C.M (1:8) 12 mm thick

over CC bed already laid or RCC roof slab, including pointing

with cement mortar 1:3 duly filling joints nearly, including

cost of all materials like flooring stone, cement, sand, and

water etc., complete, including seigniorage charges, labour

charges for dressing of flooring stones etc., complete for

finished item of work, but excluding the cost of conveyance of

all materials. - 10 Sq.MA. MATERIALS:Polished black Kadapa slabs minimum of 15 mm thick

(0.457x0.457M) (BMT-B.06) sqm 10.50 107.60

Cement for CM (1:8) proportion for base coat kg. 21.60 5300.00

Cement for CM 1:3 proportion for pointing kg. 9.60 5300.00

Sand for CM (1:8) proportion cum 0.12 630.62


B. LABOUR





Add Water Charges @ 1% 1565.50

Add 20% on Labour 1565.50

Total (a+b)


Cost of 10 sqm

Cost of 1 sqm

12 Flooring with Polished Bethamcherla coloured stone

minimum 25 mm thick (0.254 M x 0.254 M), set over base

coat of cement mortar (1:8) 12 mm thick over CC bed already

laid or RCC roof slab, including neat cement slurry of honey

like consistency spread @ 3.3.kgs per sqm & jointed neatly

with cement paste mixed with pigment of matching shade to

full depth, including cost of all materials like cement, sand

water and tiles etc., complete, including seigniorage charges,

etc., complete for finished item of work, but excluding the

cost of conveyance of all materials - 10 Sq.M

A. MATERIALS:Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M

x0.254M) sqm 10.10 215.20

Cement for CM (1:8) proportion for base coat kg. 21.60 5300.00

Cement for jointing & pointing kg. 6.00 25.00

Pointing with CM (1:3) cum 1.00 3257.75

Deduct CM (1:3) cum 0.04 3257.75


Seigniorage charges of sand cum 0.02

B. LABOUR






Total (a+b)


Cost of 10 sqm

Cost of 1 sqm

13 Skirting to internal walls with 25mm thick polished

Bethamcherla colored stone of first quality 125 mm height

with top edge flat nosed and joints corresponding to the floor

lines, set over base coat of CM (1:5) 12 mm thick with cement

slurry of honey like consistency spread at the rate of 3.30 kgs

per sqm and jointed with white cement paste mixed with

pigment of matching shade to full depth, including cost of all

materials like tiles, cement, sand and water etc., complete

including seigniorage charges, etc., complete for finished

item of work, but excluding the cost of conveyance of all

materials - 10 Sq.M.A. MATERIALS:Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M

x0.254M) sqm 10.10 215.20

Sand for cm 1:5 base coat cum 0.12 630.62

Cement for cm 1:5 base coat kgs 34.56 5300.00

Cement for slurry kgs 33.00 5300.00

White cement for jointing & pointing kgs 2.00 25.00


B. LABOUR







Total (a+b)


Cost of 10 sqm

Cost of 1 sqm

BLD-CSTN-

6-10

14 Plastering with CM 2 coats, 12 mm thick, base coat in CM

(1:5), 8mm thick and top coat in CM (1:3), 4mm thick with

sponze finishing.

Unit = 10 sqm

A. MATERIALS:

Base Coat in CM(1:5), 8 mm thickCement kg 31.70 5300.00


Top Coat in CM(1:3), 4 mm thick

Cement kg 19.20 5300.00


Seigniorage charges for F.A cum 0.15

B. LABOUR:


Mason 2nd

class day 1.47 312.00


C) Overheads & Contractors Profit @ 14%

Cost of 10 sqm

Cost of 1 sqm

15 SINTEX OR equivalent SLIDING 2 TRACK WINDOWS Supply

and fixing of two track or three track sliding window the

outer frame shall be 58 X 45mm with a wall thickness of

1.2mm ± 0.3mm. The sliding shutter frame is made of PVC

section 57 X 32mm with overall dimensions of 1.5mm ±

0.3mm provided with 5mm glazing. Roller bearings and

arrestor type handle cum lock shall be provided, complete, for

finished item of work.A. MATERIALS:

Basic Rate (BMT-P.07) sqm 1.00 2680.00

B) Overheads & Contractors Profit @ 14%

Cost of 1 sqm

BLD-CSTN-7-6

16 Flooring with ceramic tiles, set over base coat of cement

mortar (1:8), 12 mm thick over CC bed already laid or RCC

roof slab, including neat cement slurry of honey like

consistency spread @ 3.3.kgs per sqm & jointed neatly with

white cement paste to full depth mixed with pigment of

matching shade, including cost of all materials like cement,

sand water and tiles etc., complete, including seigniorage

charges, etc., complete for finished item of work, but

excluding the cost of conveyance of all materials.Unit = 10 sqm

A. MATERIALS:

Ceramic tiles sqm 10.10 374.00

Cement for CM (1:8) for base coat kg. 21.60 5.30

Cement for slurry kg. 33.00 5.30

White cement kg. 2.00 30.00

Sand for CM (1:8) cum 0.12 630.62


B. LABOUR


Mason 2nd

class day 2.24 312.00

Mazdoor (unskiled) day 3.30 258.00

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted


Add water charges 1% 1.00% 1878.60

Grand Total

C) Overheads & Contractors Profit @ 14%

Rate for 10 sqm

Rate for 1 sqm

17 Dadooing to walls with first quality glazed coloured tiles

approved colour of any size set over base coat of CM (1:3) 12

mm thick with cement slurry of honey like consistency spread

at the rate of 3.30 kgs per sqm and jointed with white cement

paste mixed with pigment of matching shade to full depth,

including cost of all materials like tiles, cement, sand and

water etc., complete including seigniorage charges, etc.,

complete for finished item of work, but excluding the cost of

conveyance of all materialsUnit = 10 sqm

A. MATERIALS:

Ceramic tiles 7.30 mm thick(p13-item No.38) sqm 10.00 374.00

Sand for cm 1:3 base coat cum 0.12 630.62

Cement for cm 1:3 base coat kgs 57.60 5.30

Cement for slurry kgs 33.00 5.30

White cement for jointing & pointing (p.no.29 i.372) kgs 6.00 30.00

Seigniorage charges of sand

B. LABOUR




Add water charges 1% 1.00% 1364.34

Grand TotalC) Overheads & Contractors Profit @ 14%

Rate for 10 sqm

Rate for 1 sqm

18 Supplying and Fixing European Water Closet of 1st quality

conforming to IS:2556-Part-2-1973 of Hindustan / Neycer or

Parryware make white glazed with 'S' trapBasic Rate (BMW-D.14) Each 1.00 1250.00

B) Overheads & Contractors Profit @ 14%

Cost of 1 No

Assistant Engineer, Dy. Executive Engineer, Commissioner,

Sattenapalle Municipality. Sattenapalle Municipality. Sattenapalle Municipality.

Amount

2146.56

12057.00

14203.56

1988.50

16192.06

67.47

858.60

985.23

283.78

0.00

0.00

92.40

248.40

34.20

358.62

2861.23

400.57

3261.80

cum

2120.00

1146.33

283.78

92.40

0.00

0.00

3642.51

COMPOUND WALL DATA


DATA 2011-2012

Note: 1. Cost of dewatering upto 5% of a+b may be added, where required, upto 10 per cent of labour cost.

Assessment for dewatering shall be made as per site conditions.

Amount

44.80

8.23

6.20

12.41

59.00

130.64

330.00

141.70

102.00

37.91

69.42

774.00

1455.03

291.01

1746.03

3642.51

130.64

1746.03

5519.18

772.68

6291.86

cum

2120.00

1146.33

283.78

92.40

0.00

0.00

3642.51

44.80

8.23

6.20

12.41

89.00

160.64

747.00

141.70

102.00

37.91

69.42

774.00

1872.03

374.41

2246.43

3642.51

160.64

2246.43

6049.58

846.94

Amount

6896.52

cum

2120.00

1146.33

283.78

92.40

0.00

0.00

3642.51

44.80

8.23

6.20

12.41

993.00

1064.64

795.00

141.70

102.00

37.91

69.42

774.00

1920.03

384.01

2304.03

3642.51

1064.64

2304.03

7011.18

981.56

7992.74

cum

2120.00

1146.33

283.78

92.40

0.00

0.00

3642.51

44.80

8.23

44.80

12.41

1276.00

1386.24

795.00

141.70

102.00

Amount

37.91

69.42

774.00

1920.03

384.01

2304.03

3642.51

1386.24

2304.03

7332.78

1026.59

8359.37

cum

2120.00

1146.33

283.78

1528.44

0.00

0.00

5078.55

44.80

8.23

44.80

12.41

143.00

253.24

89.00

141.70

102.00

37.91

69.42

774.00

1214.03

242.81

1456.83

5078.55

253.24

1456.83

6788.62

950.41

7739.02

46200.00

330.00

Amount

720.00

1651.20

48901.20

6846.17

55747.368

55.74

2544.00

662.15

0.00

51.60

3257.75

488.66

0.00

205.20

247.68

941.54

131.82

1073.36

107.33

684.13

311.22

412.80

1408.15

197.14

1605.29

160.52

79.9811.20

91.18

Note: When Motor mix is changed proportionate quantity of cement has to be submitted

Amount

254.40

1587.20

126.12

82.08

174.72

487.62

2712.14

379.70

3091.84

50.00

5.00

75.60

82.56

1.58

213.16

29.84

243.00

24.30

243.00

121.50

364.50

51.03

415.53

41.55

1129.80

114.48

50.88

75.67

12.61

1383.44

273.60

582.40

709.50

Amount

15.66

313.10

1894.26

3277.70

458.88

3736.57

373.66

2173.52

114.48

150.00

325.78

130.31

75.67

0.00

2969.76

273.60

582.40

709.50

15.66

313.10

1894.26

4864.02

680.96

5544.98

554.50

2173.52

75.67

183.17

174.90

50.00

0.00

2657.26

273.60

582.40

Amount

709.50

15.66

313.10

1894.26

4551.52

637.21

5188.73

518.87

168.01

69.37

101.76

25.22

215.46

458.64

1006.20

2044.66

286.25

2330.92

233.09

2680.00

375.20

3055.20

3777.40

114.48

174.90

60.00

75.67

328.32

698.88

851.40

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted

Amount

18.79

6099.84

853.98

6953.82

695.38

3740.00

75.67

305.28

174.90

180.00

263.34

249.60

851.40

13.64

5853.84819.54

6673.38

667.34

1250.00

175.00

1425.00

Commissioner,

Sattenapalle Municipality.

Sl. No. Description Source of supply Unit Lead(KM) Initial RateConveyanc

e charges

deduct 14%

on

conveyance

Mpl. Area

allowancesAmount

1 2 3 4 5 6 7 8 9 10

1 Cost of Gravel Rajupalem 1Cum 15.00 80.00 158.50 -19.46 219.04

Gravel - 15 km

Upto 5 KM - 57.40

5 to 15 KM - 86.00

10x8.60

143.4

2 Sand for Mortor (including

seigniorage charges)

Amaravati1Cum 36.00 325.00 348.40 -42.78 630.62

Sand - 36 km

Upto 5 KM - 63.50

5 to 30 KM - 237.50

25x9.50

30 to 36 KM - 47.40

6x7.90

315.6

3 Sand for filling (including

seigniorage charges)

Amaravati1Cum 36.00 250.00 348.40 -42.78 555.62

4 Coarse aggregate 9.5 - 4.75mm

(including seigniorage charges)Perecherla 1Cum 23.00 520.00 234.50 -28.80 725.70

5 Quarry dust (Chips 2.36mm

&below)Perecherla 1Cum 23.00 255.00 234.50 -28.80 460.70

Metal - 23 km

Upto 5 KM - 63.50

5 to 23 KM 18x9.50 -

171.00

234.50

LEAD STATEMENT 2011-12



e charges

deduct 14%

on

conveyance

Mpl. Area

allowancesAmount

1 2 3 4 5 6 7 8 9 10

6 HBG Stone (Chips 2.36mm

&below)Perecherla 1Cum 23.00 415.00 234.5 -28.80 620.70

7 Aggregates of 40mm nominal size

(including seigniorage charges) Perecherla 1Cum 23.00 745.00 234.50 -28.80 950.70

8 Aggregates of 20mm nominal

size(including seigniorage charges) Perecherla 1Cum 23.00 1175.00 234.50 -28.80 1380.70





11 Aggregates of 12.5mm nominal

size(including seigniorage charges) Perecherla 1Cum 23.00 980.00 234.50 -28.80 1185.70

12 Niedle Vibrator 40mm (Petrol)Hour 6.00

Rs.12.40

for Fuel

Rs. 102.00 for

crew charges120.40


Rs.18.60

for Fuel

Rs. 102.00 for

crew charges126.80

0.7 Cum 20MM 1380.70 966.49 0.50 Cum 40MM 950.70 475.35

0.10 Cum 10MM 1025.70 102.57 0.30 Cum 20MM 1380.70 414.21

0.10 Cum 6MM 860.70 86.07 0.2 Cum 10MM 1025.70 205.14

0.10 Cum 12.5MM 1185.70 118.57

1273.70 1094.70

Cum Cum

20MM 40 MM


e charges

deduct 14%

on

conveyance

Mpl. Area

allowancesAmount

1 2 3 4 5 6 7 8 9 10


Rs. 18.60

for Fuel

Rs. 102.00 for

crew charges 126.80

14 Water Tanker(6000)Hour 345.00 345.00

15 Tipper 5 CumHour 351.30

Rs.233.90

for Fuel

Rs. 111.20 for

crew charges696.40

16 Angle Dozer 90 HpHour 1256.70

Rs.476.10

for Fuel

Rs.148.20 for

crew charges1881.00

17 Concrete mixer 300/200 dieselHour 44.80

Rs.61.90

for Fuel

Rs. 141.70 for

crew charges248.40

18 Concrete mixer 600/400 dieselHour 77.00

Rs.123.80

for Fuel

Rs. 141.70 for

crew charges 342.50

19 Baching Plant 0.50 Cum(6 Cum/hr)Hour 91.00

Rs.60.40

for Fuel

Rs.213.40 for

crew charges 364.80

20 Disel generating set 30 KVAHour 48.70

Rs.495.00

for Fuel

Rs.85.00 for

crew charges628.70

21 Disel generating set 50 KVAHour 92.80

Rs.742.50

for Fuel

Rs.85.00 for

crew charges890.30

22 Vibratory pad foot roller 8tHour 912.50

Rs.804.40

for Fuel

Rs. 170.00 for

crew charges1886.90

23 Cement local M.T 5300.00 5300.00

24 Steel local M.T 44000.00 44000.00

24 M.S. Flats local M.T 42000.00 42000.00

25 Bricks Second Class Local 1000 Nos 3100.00 3100.00

26 Binding wire local Kg 55.00 55.00


e charges

deduct 14%

on

conveyance

Mpl. Area

allowancesAmount

1 2 3 4 5 6 7 8 9 10

27 Water local KL 77.00 77.00

28 Motor Grader Hour 2600.00 2600.00

29 Hydraulic Excavator Hour 2009.50 2009.50

30 Front end Loader Hour 1320.00 1320.00

31 Curing Compound ltr 95.00 95.00

36 Mason 1st class Each 285.00 57.00 342.00

37 Mason 2nd Class Each 260.00 52.00 312.00

38 Mazdoor (Unskilled) Each 215.00 43.00 258.00

39 Mate 260.00 52.00 312.00

40 Surveyor 350.00 70.00 420.00

41 Literate mazdoor 237.00 47.40 284.40

42 Diesel ltr 38.50 38.50

43 Petrol ltr 53.00 53.00

Assistant Engineer, Commissioner,

Sattenapalle Municipality. Sattenapalle Municipality.

Dy. Executive Engineer

Sattenapalle Municipality

63.5

237.5

47.4

348.4

92795289 building-data

Documents

labour labour charges

seigniorage charges

cost of labour

centering charges

fuelenergy charges hour

seignorage charges

fabrication charges

hire charges