Rate Analysis 15.09.11

Index Sl no 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10

Descripition

Unit

Amount

Remarks

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Basic Material Cost Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35

Element Cement White Cement Ri River Sand Manufactured sand Gravel Ordinary earth 12 mm Aggregate 20 mm Aggregate 40 mm Aggregate Filter media stone aggregate Soling Quarry Dust Bricks Ta Table mould Bricks Wire cut Bricks Brick bat 25 to 100mm Cinder ballast 4" Solid Block 6" Solid Block 8" Solid Block 4" Hallow Block 6" Hallow Block 8" Hallow Block Size stone 20X20X25cms Size stone dressing [2 line] Bond stones 20X20X45cms Stone slab 10-12cm thk Granite stone slab fine dressed 40mm thk Lime Chicken mesh Arpitha Mesh Nails Reinforcement steel Structural steel Weld mesh75mm X 25mm of 6g X 10g

Last update Unit Bags Bags Cum Cum Cum Cum Cum Cum Cum Cum Cum Cum Nos Nos Nos Cum Cum Nos Nos Nos Nos Nos Nos Nos Nos Nos Sqm Sqm Kgs Sqm Rmt Kgs MT MT Sqm

1-Aug-11 Rate 3 0 0 .0 0 7 0 0 .0 0 1 , 0 6 0 .0 0 9 0 0 .0 0 3 0 0 .0 0 1 5 0 .0 0 7 0 0 .0 0 8 0 0 .0 0 7 0 0 .0 0 5 0 0 .0 0 8 0 0 .0 0 4 5 0 .0 0 5.50 8.00 16.00 5 0 0 .0 0 3 0 0 .0 0 21.00 28.00 39.00 19.00 25.00 32.00 7.00 3.00 10.00 2 5 0 .0 0 1 , 0 0 0 .0 0 15.00 30.00 25.00 50.00 41,000.00 50,000.00 2 5 0 .0 0







































41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79

Plywood 19mm thk (Commercial) Plywood 25mm thk (Commercial) Sheet 6mm thk (Commercial) Plain Particle Board Cobble stone 60mm thk Cobble stone 75mm thk Chequered Cement concrete tiles Mosaic tiles - Light shade Vitrified tiles 10mm thk 600X600mm Granolite finish Grout for vitrtfied tiles Spacers for vitifried tiles Ceramics tiles 300 X 300 mm Ceramics tiles 150 X 150 mm Colour glazed tiles 150 X 150 mm 10mm thk Colour glazed tiles 150 X 150 mm 10mm thk anti skid White glazed tiles 150 X 150 mm 6mm thk White glazed tiles 150 X 150 mm 10mm thk Yelahanka tiles 250 X 250mm Mangalore tiles & special tiles for ridge & hips Cuddapah slab 25-40mm thk Shahabad slab 25-40mm thk Tandur blue slab 25-40mm thk Marble slab 20mm thk Machine cut Granite stone slab 40mm thk Machine polished Granite stone slab 20mm thk Hassan green granite 20mm thk Grey granite 20mm thk Preploshied Grey granite 20mm thk Preploshied water cut grey granite Ruby red granite 20mm thk Shiva gold granite 20mm thk Black granite 20mm thk Preploshied Black granite 20mm thk Plaster of paris Di Distemper Primer Dry Distemper Aluminium Paint Primer (Red Oxide) Al Aluminium Paint Anticorrosive bitumastic paint

Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Kgs No Sqm Sqm Each Each Each Each Each No Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Kgs Ltr Kgs Ltr Ltr Ltr

7 0 0 .0 0 8 0 0 .0 0 3 0 0 .0 0 4 5 0 .0 0 2 5 0 .0 0 3 5 0 .0 0 2 0 0 .0 0 3 5 0 .0 0 6 0 0 .0 0 55.00 1.50 3 0 0 .0 0 2 5 0 .0 0 8.00 9.00 7.00 8.00 5.00 15.00 2 5 0 .0 0 3 0 0 .0 0 2 2 5 .0 0 6 5 0 .0 0 4 0 0 .0 0 6 5 0 .0 0 1 , 5 0 0 .0 0 8 0 0 .0 0 1 , 0 0 0 .0 0 1 , 0 0 0 .0 0 1 , 3 0 0 .0 0 1 , 6 0 0 .0 0 1 , 1 0 0 .0 0 1 , 2 0 0 .0 0 25.00 70.00 70.00 1 0 0 .0 0 2 0 0 .0 0 1 5 0 .0 0







































85 86 87 88 89 90 91 92

Water proof cement paint Oil bound distemper Turpentine oil Thinner Anodized M R F Painting Me Melamine patty Synthetic enamel paint Road Marking paint

Kgs Kgs Ltr Ltr Sqm Kgs Ltr Ltr

40.00 70.00 40.00 1 5 0 .0 0 3 5 0 .0 0 2 0 0 .0 0 1 8 0 .0 0 2 7 5 .0 0







































30

2 0- 2 4

RMC Lowest quoted rate Grade of concrete Unit Rate/Cum M10 Cum 3,200.00 M15 Cum 3,350.00 M20 Cum 3,450.00 M25 Cum 3,650.00 M30 Cum 3,850.00 M35 Cum 4,100.00 M40 Cum 4,300.00 M45 Cum 4,500.00 Shuttering

Sqm

200















































































Sl no 1 2 3 4 5 6 7 8 9 10 11 12 13

Labour wages Last Update Item Unit Foreman/Supervisor Nos Mason [1st Class] Nos Mason [2nd Class] Nos Male cooli Nos Female cooli Nos Bhisti Nos Bar bender Nos Helper Nos Carpenter Nos Helper Nos Gas / Electric welder Nos Plumber Nos Stone cutter Nos

1-Aug-11 Rate 1,000.00 500.00 450.00 275.00 185.00 185.00 450.00 275.00 450.00 275.00 500.00 500.00 500.00









































Basic Machinary hire charges Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

Item Mixer machine Vibrator (Needle) Ha H and mixer Farm Tractor Tractor dozer Tractor mounted drilling equipment / Jack hammer Air Compressor Tipper - 5cum JCB excavator Water tanker Plate vibrator 3ton Mechanical Paver finisher Hydraluic paver finisher (Electronic sensor) Road roller 8-10T Vibratory roller 8T Pneumatic / Tandem road roller Motor grader BEML Wheeled dozer D50 BEML Front end loader 1cum bucket capacity Hot mix plant 40/60 TPH Wet mix plant 60 TPH/ Pug mill Concrete pump 45 & 30 Cum capacity Tranist mixer 4.5cum/hr Batching plant (30Cum/hr) Pumping water 3.5KL/hr capacity Mechanical Broom Hydraluic Bitumen Pressure Distributor

Last update Unit Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos Nos

1-Aug-11 Rate/day (8hrs) 2 , 0 0 0 .0 0 5 0 0 .0 0 2 0 0 .0 0 1 , 2 0 0 .0 0 3 , 5 0 0 .0 0 2 , 5 0 0 .0 0 2 , 5 0 0 .0 0 3 , 0 0 0 .0 0 8 , 0 0 0 .0 0 1 , 0 0 0 .0 0 5 0 0 .0 0 8 , 0 0 0 .0 0 2 0 , 0 0 0 .0 0 4 , 0 0 0 .0 0 1 2 , 0 0 0 .0 0 8 , 0 0 0 .0 0 3 , 0 0 0 .0 0 1 4 , 0 0 0 .0 0 6 , 5 0 0 .0 0 8 0 , 0 0 0 .0 0 1 0 , 0 0 0 .0 0 2 , 0 0 0 .0 0 6 , 4 0 0 .0 0 1 6 , 0 0 0 .0 0 4 0 0 .0 0 2 , 6 0 0 .0 0 7 20 0 00









































41 42 43 44 45 46

Grout pump with agitator & accessories Epoxy injection gun Shotcreting equipment Stressing jack with pump Prov Provid idin ing g & remo removi ving ng stag stagin ing g Prov Provid iding ing & rem remov ovin ing g dou double ble heig heigth th stag staging ing

Nos Nos Nos Nos Sqm Sqm

8 , 0 0 0 .0 0 2 , 0 0 0 .0 0 1 , 5 0 0 .0 0 2 , 0 0 0 .0 0 200.00 350.00









































Rate Analysis for Site mix Cement Concrete 1 Cum. A

Cement

o n l S

d e s u l a i r e t a M

s r a l u c i t r a P

y t i ) s t g n a a b u Q (

0 0 3 s g R a b @ / e t a R

Sand Agg f e e o + g + g t a ) a ) y t y t s d t t s s i i o m n t a u c a t a m u n w l S n C a C a w a ( ( t u u o Q % Q % T 5 5

Plain Cement Concrete

1 PCC - 1 : 5 : 10

40mm C.A

2.60

780.00

0.52

554.27

1.05

2 PCC - 1 : 4 : 8

40mm C.A

3.40

1,020.00

0.48

511.98

1.01

4.40

1,320.00

0.49

523.11

0.99

4.40

1,320.00

0.49

523.11

0.99

6.40

1,920.00

0.47

500.85

0.95

6.40

1,920.00

0.47

500.85

0.95

10.82

3,246.00

0.40

422.94

0.80

3 PCC - 1 : 3 : 6 4 PCC - 1 : 3 : 6 5 PCC - 1 : 2 : 4 6 PCC - 1 : 2 : 4

40mm C.A down size 20mm C.A down size 20mm C.A down size 12mm C.A down size

& & & &

RCC: Footings, Raft foundations foundations

1 M25 - 1 : 1 : 2

20mm C.A

2 M20 - 1 : 1.5 : 3

20mm C.A

8.00

2,400.00

0.44

463.01

0.89

M20 Design mix

20mm C.A

6.50

1,950.00

0.44

463.01

0.89

RCC: Columns, Beams, Lintels, Staircase, Roof beams & Slab @ Ground floor level.

1 M25 - 1 : 1 : 2

20mm C.A

10.80

3,240.00

0.40

422.94

0.80

M25 Mix deign

20mm C.A

6.60

1,980.00

0.40

422.94

0.80

M25 Mix deign

20mm C.A

6.60

1,980.00

0.40

422.94

0.80

2 M20 - 1 : 1.5 : 3

20mm C.A

8.00

2,400.00

0.44

463.01

0.89

M20 Mix design

20mm C.A

6.40

1,920.00

0.44

463.01

0.89









































regate f o e t t s a o g c e l r a g t g o A T

B Labour charges

Total l a l i a r t t e s o t o T a c m

/ r o n i a s r m v e r e p o u F S

y a D @ t / s 0 o 0 C 0 1 s R

s n o s a M

y a D @ t / s 0 o 5 C 4 s R

i l o o c e l a M

y a D @ t / s 5 o 7 C 2 s R

i l o o c e l a m e F

y a D @ t / s 5 o 8 C 1 s R

r o ) f ( g i i n t s r i u h c B

735.00

2,069.27

0.05

50.00

0.13

56.25

0.65

178.75

0.65

120.25

0.13

705.60

2,237.58

0.05

50.00

0.13

56.25

0.65

178.75

0.65

120.25

0.13

690.90

2,534.01

0.05

50.00

0.13

56.25

0.65

178.75

0.65

120.25

0.13

789.60

2,632.71

0.05

50.00

0.13

56.25

0.65

178.75

0.65

120.25

0.13

756.00

3,176.85

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

661.50

3,082.35

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

638.40

4,307.34

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

714.00

3,577.01

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

714.00

3,127.01

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

638.40

4,301.34

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

638.40

3,041.34

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

638.40

3,041.34

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

714.00

3,577.01

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13

714.00

3,097.01

0.10

100.00

0.18

81.00

1.25

343.75

1.25

231.25

0.13











































C

y a D @ t / s 5 o 8 C 1 s R

Total r u o b t a s L o l C a t o T

n o i t a d n u o F

n m u l o C

& s s l e t m n a i e L B

& m s a e b a b l f s o o R

& e g n s i a d c n r i a a L t S

) m q S ( y t Q

g m f n q i o S t r e / 0 s t o t 0 C u 2 h s s R

Plant & M s t s y o r e g l c e r a l t n i a o i a t r h h c c n e a e o t r a M i h m

23.13

428.38

-

-

-

2%

23.13

428.38

-

-

-

2%

23.13

428.38

-

-

-

2%

23.13

428.38

-

-

-

2%

23.13

779.13

-

-

-

3%

23.13

779.13

-

-

-

3%

23.13

779.13

-

-

3%

23.13

779.13

-

-

3%

23.13

779.13

700.00

3%

3.50

3.50











































achinery

E Total

F

G

H I Additional charges

, D s D & r % e 0 G y s o @ c n n & @ n d & t 2 t i s c e O e s s o a c t & r i a e r a F r g e e t g l l t , % h t r % i k n o s E a c o t n 0 c r a 0 e t i t l h 0 n a 5 e o f n W e c . o t . v C o o 1 O r 1 C p

J

K

t c n a o ) r I t n % o 4 ( l c a t k o r x a o T T W

l f a f t ) o o - J T d ( d n n n u a o o r R ] G [

n y e r r o e i h s n i l e g h a r c t a a o T h c m

] D l + a C t + o B T + A [

41.39

2,539.03

25.39

38.09

520 . 50

3123.01

3247.93

3,248.00

44.75

2,710.71

27.11

40.66

555 . 69

3334.17

3467.54

3,468.00

50.68

3,013.07

30.13

45.20

617 . 68

3706.07

3854.31

3,855.00

52.65

3,113.74

31.14

46.71

63 8 . 32

3829.90

3983.10

3,984.00

95.31

4,051.28

40.51

60.77

83 0 . 51

4983.08

5182.40

5,183.00

92.47

3,720.21

37.20

55.80

76 2 . 6 4

4575.86

4758.89

4,759.00

129.22

5,098.82

50.99

76.48

1 0 45 . 2 6

6271.54

6522.41

6,523.00

107.31

4,346.57

43.47

65.20

89 1 . 05

5346.29

5560.14

5,561.00

93.81

4,583.07

45.83

68.75

939 . 53

5637.18

5862.67

5,863.00

] n H o + l G a + t o F T + E [











































1st floor

s k r a m e R

Labour @70% of total L.C Labour @ 85% of total L.C Labour @ 85% of total L.C Labour @ 85% of total L.C

2nd floor











































RATE ANALYSIS T C A R T S B A

S/N 1 1

2 3

DESCRIPTION EARTH WORKS Mass Excavation with sale of earth Excavation in shallow trenches / pits (up to 60 CM depth) including spreading at the sides. Excavation over areas in all kinds of soil up to 1.5 M depth below ground including lift and lead of 50’.

UNIT

RATE

CUM

97.00

CUM

123.00

CUM

154.00

4

Excavation over areas in all kinds of soil from 1.5M to 3.0 M depth below ground including lift and a lead of 50’.

CUM

184.00

5

Excavation over areas in all kinds of soil from 3.0 M to 4.5 M depth below ground including lift and lead of 50’.

CUM

205.00

6

Excavation of foundation trenches in all kinds of soil upto 1.5 M depth below ground level including lift and lead of 50’.

CUM

103.00

CUM

154.00

7

Excavation for foundation trenches in all kinds of soil upto 1.5 M to 3.0 M depth below ground level including lift and lead of 50’. Excavation for foundation trenches in all kinds of soil from











































1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8

3

4 1 2 3 4 5 6

RCC M-20 Footings RCC M-20 Columns RCC M-20 Roof beam concrete RCC M-20 Slab RCC M-20 Sloped slab concrete RCC M-20 Staircases RCC M-20Lift wall concrete RCC M-20 Lintels & Cornice RCC M-20 chejjas & cills CAST IN SITU RCC 1:1.5:3 Footing/Pedestal RCC 1:1.5:3 Column/P.beam RCC 1:1:2 Column RCC 1:1.5:3 Beams/Slab RCC 1:2:4 Lintel /Chejja RCC 1:1.5:3 Sl Sloped Roof/Arches RCC 1:1.5:3 Stair Case RCC 1:2:4 Cast in Situ

REINFORCEMENT Reinforcement MASONRY WORKS Concrete Solid Block Masonry 100mm tk Concrete Solid Block Masonry 150mm tk Concrete Solid Block Masonry 200mm tk Concrete Hollow Block Masonry 100mm tk Concrete Hollow Block Masonry 150mm tk Concrete Hollow Block Masonry 200mm tk

CUM CUM CUM CUM CUM CUM CUM CUM CUM

2,135.00 2,142.00 2,142.00 2,197.00 2,202.00 2,170.00 2,142.00 2,197.00 2,197.00

CUM CUM CUM CUM CUM CUM CUM CUM

4,172.00 4,199.00 5,072.00 4,172.00 3,762.00 4,251.00 4,227.00 3,706.00

MT

SQM SQM SQM SQM SQM SQM

44,152.00 420.00 339.00 381.00 280.00 340.00 368.00













































Screed Concrete 50 tk 1:2:4 Screed Concrete 75 tk 1:2:4 May Flower Granite tile flooring -10mm May FlowerGranite flooring -20mm 10 tk Granite Tile Flooring Blac Black k Gran Granit ite e Floori Flooring ng 20 mm tk over over drai drain n in Base Baseme ment nt Multi Granite Flooring 20mm thick Italian Marble Flooring Marble Perlato Sicillia Flooring Vitrified Tile Flooring 300x 300 size Vitrified Tile Flooring 400x 400 size Vitrified Wall Tile Work 20mm tk Sand Stone Slab Cladding 20mm tk Granite slab Cladding Granite for staircaseTread - 20mm thk Granite for staircase Rise - 20mm thk Ceramic in toilets / kitchen etc. Ceramic Skirting Granite skirting

CUM CUM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM SQM RMT RMT

2,448.00 2,448.00 1,153.00 2,309.00 1,064.00 2,806 2,806.0 .00 0 2,279.00 4,433.00 6,490.00 1,147.00 978.00 913.00 339.00 2,100.00 2,720.00 2,220.00 1,002.00 124.00 155 00













































10

11

Aluminium windows Aluminium Doors Aluminium Ventilators

SQM SQM SQM

M.S.WORKS M.S.Doors MS Lintles IMC 125 Balcony Railing Staircase Railing

SQM RMT SQM SQM

MISCELLANEOUS

Concrete Jally Works(B8)

SQM

335.00 2,505.00













































Materials n o i t p i r c s e D

t n e m e c

Unit Rates

Bags 300.00

d n a s

y l l e j m m 2 1

y l l e j m m 0 2

y l l e j m m 0 4

s e n o t s e z i S

s e n o t S g n i l o S

cum 1,060.00

cum 780.00

cum 900.00

cum 750.00

Nos 5.00

cum 500.00













































8.10 8.10 11.25 8.10 6.40 8.10 8.10 6.40

0.56 0.56 0.52 0.56 0.58 0.56 0.56 0.58

0.34 0.34 0.32 0.34 0.35 0.34 0.34 0.35

0.50 0.50 0.46 0.50 0.53 0.50 0.50 0.53













































0.22 0.22 0.20

0.20

0.17 0.16 0.20 0.20 0.22 0.22 0.20 0.02 0 02

0.05 0.04 0.04 0.05 0.08 0.04 0.08 0.08 0.04 0.05 0.04 0.04 0.04 0.05 0.05 0.01 0 01





























































































t s u d y r r a u

h t r a e l l i f k a

t a b k c i r B

s k c i r B

s p i h C

s r e d l u o B

e t s a p e m i

s i h p o r y h p o r o









































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































1.00







































n o i t a v a c m x E 5 . l 1 a u n a M

n o i t a m v 0 a . c 3 x E l m a 5 . u 1 n a M

l i m o 5 . s f 4 o o n t h t o m p i t 0 e a . d v 3 a c m x o E f r

n d o f t f p h o u t p e n s d o e i t h a c m v n 5 . a e r 1 c t x E

o h n t t d p f e m f 5 d o . n 1 h o t p i t s e e d a h v c a m c n 0 x e . r 3 E t

o h n t t d p f e m f 0 d o . n 3 h o t p i t s e e d a h v c a m c n 5 x e . r 4 E t

cum 150.00

cum 180.00

cum 200.00

cum 100.00

cum 150.00

cum 200.00

s d g u e a l n e ' i . p h l l d l n g r t 0 o e a t 0 n u m v i p e h S f o u 1 L t m r o l r m g f s a i 0 a e r e r n h s 5 e T t i t r i f n f f i a m o e o h e e G S r p Sqm 8.00

cum 15.00

1.00 1.00 1.00 1.00

1.00

1.00 1.00 1.00



























































































































































s d u e a . l e ' p h l r 0 t o u t 5 S m p 1 f o u r s o f e 0 g h s 0 t n i i r 1 t f f a m i e e h r o S p Cum 25.00

s d e e g g . r r u e a . n n l n i o o e . . ' n n r i i p h l 0 i o i c c r g e m m m g t m m g t n t t o 0 g t u t t c n e g t c i c n e i a l S m n o 0 i n m a p 2 i l o i i 0 l n d n l n d n f w r a p f o u - l l i 3 i 3 r o f s 0 f f l u i i f f l u g l m r r d n k o n c e o n c e e 5 k g h s a c o n i c c a n t a s a x t a d u n t i 1 a s i r h h a a r t i B r t e S u n d t f B e f a m e w y w l i e o c a n e y h r n m a a a i l l S p Cum 35.00

Cum 50.00

1.00 1.00 1.00

Cum 45.00

Cum 45.00

e t i t n e m r m e t t a i e t r n A t Manday 275

k r o W g n i l o S

s e g r a h C g n i l l o R

sqm 35.00

sqm 15.00

































































































































































g n i l l i F t s u D y r a u Q

n o s a M g n i t e r c n o C

g n i p m u P e t e r c n o C

Cum 100.00

Manday 450.00

cum 150.00

C R t / h / i l t h h f w m a i t t t l i a ( n / e s / e ) i l w l b t e l ) P e d a ( p / r p e m / m e w b c t n m a P a n u u m e l o / g e r p g n c p u B S l / n i l c n i a o a t t o e j C t o e c j n o e i F L h cum 14.12

cum 21.18

e t e r c n o c e p o l S

C C n P o i u t t i a s d n n u i t o s F a C

l a r t o s u f t e i g d s n e i P n t i e t g r n s c i a n t C o o c o F

cum 26.48

cum 116.93

cum 194.15











































0.10 0.10 0.10 0.20 0.20 0.15 0.10 0.20 0.20

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00











































0.50 0.50





















































































r h o t u n f i t l i g P s n i / s m n t a i n e e t r B s c m a n l u C o o c C

r o s u f t i g m a s n e i B n t i e t r / s s c a n b a C o l c S

r o u f t e i g s s n a i c n t i r i e t r t a s c a n S C o c

cum 221.33

cum 194.15

cum 248.51

t H f i r d L O / e l o p l u u r a f p t t i f i o p m s g o s w u f l n i S o g g S i n n n t i / o i i e n / t k t R r s s t s e n c e n a r i a a h n a T C o c C c r n t c A e o c R / cum 232.98

cum 271.81

r a o j u f t i g j e s n h i C n t / i e t r s e s c l a n t n C o i c l

r o u f t i g T s n H i O n t / i e S t r s c G a n U C o c

0 g 5 n d i e y a e r L c m S r m o 5 o l 7 F

cum 248.51

cum 232.98

Sqm 13.46











































1.00 1.00 1.00 1.00 1.00 1.00 1.00













































13.50 13.50

























































































d g e i n e r y c a S L e c m a m r r 0 e 0 T 1

, e v o g o n r i g h s d i n e f i e r c S

d 0 e 8 e g r n c i S y k a t r L o f e m r t m u e o r b c n a o L C

e d t n e s a r k r g c n o n o i t t C W y u g l C i n l a r x J o i F F

Sqm 18.84

Sqm 20.00

Sqm 160.00

Sqm 80.00

F D V

t e r c n o c g n i k c a H

Sqm 60.00

sqm 5.38

y r n o s s k a r M o W d i l o S

y r n o s s a k r M o w o W l l o H

r o f s k c y k r i r r o B n W o k s t y r a M n 0 o 3 2 s a M

Sqm 37.67

Sqm 32.29

Cum 210.52





















































































































































































k c i r t a n B b r o e o C t m f r t a u a e o b r b T

M S S

( r e ) t s t a a o l c P l l a e g n r n e i s

( r e ) t t s a a l o P C l l e a b n r u e o

r e t s a l P h g u o

h h s t i i n w i f g e n g i l n i o e p C

h t i w r e t s e a i m l p l g n

e l l i m a l w t l h a i w n r r e t e t n s

o c c u g t n S i r r e o t f s r l a u P o









































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































Transportation & Landing Handling @ 5% cost 2004.50

Labour charge

42094.50 6000.00

Civil cost

Tools & Hydrauli Tackle @ Total cost c test 1.50%

Conractors profit @ 20%

0 . 00

601.35

0.00

48695.85

9739.17

10.02

210.47

30.00

0.00

3.01

0.00

243.48

48.70

3.75

78.75

15.00

0 . 00

1.13

0.00

94.88

18.98

1.22

25.60

15.00

0.00

0.37

0.00

40.96

8.19

0

1016.82

120

0.00

15.25

0.00

1152.07

230.41

3.35

73.70

32.28

0 . 00

1.01

0.00

106.99

21.40

3.60

79.20

32.28

0.00

1.08

0.00

112.56

22.51







































91.46

2012.12

3.85

50.00

0 . 00

27.44

0.00

2089.56

417.91

84.70

0.00

1.16

0 . 00

85.86

17.17

105.00

2310.00

0.00

31.50

0.00

2341.50

468.30

60.00 16.80

1320.00 369.60

0 . 00 0.00

18.00 5.04

0 . 00 0.00

2823.88 414.64

564.78 82.93

147.00

3234.00

0.00

44.10

0.00

3278.10

655.62

75.00

1650.00

1953.60

0 . 00

22.50

0 . 00

3626.10

725.22

137.19

2880.99

0.00

0 . 00

0.00

0.00

2880.99

576.20

27.98

587.50

117.50

0.00

8.39

0.00

713.39

142.68

1485.88 40.00







































n the final costing on contractl value







































Service tax @ 4.12% on Total cost

COT @ 5%

Net cost

2006.27

2921.75

63,363.04

Rounded to 63,363.00

14.61

316.82 Refer working for plastering

176.00 731.00

Refer working for concrete

199.20 3.91

5.69

123.45

1.69

2.46

53.30 24.00

400.00

75.00

237.95 11.90

250.00

248.40 4.97 88.00

47.47

69.12

4.41

6.42

139.21

4.64

6.75

146.46

341.00

1,499.08

1,785.00

1s 600

Refer working for concrete

237.95 10.03

Remarks







































86.09

125.37

5.15

2,718.93

2,719.00

108.18

140.49

2,950.29

169.43 24.88

3,674.43 539.53

196. 196.69 69

4,13 4,130. 0.41 41

149.40

217.57

4,718.28

8,849.00

118.70

172.86

3,748.74 328.00

4,077.00

116.34 17.08

29.39

42.80

For 1Sqm 7,272.00

For For 1Sq 1Sqm

928.26 1,265.00

3,462.86

2,193.00

4,213.81

















































































floor 63,963.00









































Rate Analysis for Plastering 1 SQM Materials (A )

& s r l u a o i r b e a t a L M Ceiling Ceiling

Ceiling

Internal Internal

Internal

Internal

Internal

External External

External

t i n U

Sq m Sq m Sq m Sq m Sq m S m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m S m Sq m Sq m Sq m Sq m

n i s s e n m m k c i h T 6 6 10 10 10 10 12 12 12 12 6 6 10 10 10 10 12 12 12 12 15 15 15 15 20 20 20 20 6 6 10 10 10 10 12

n o i t r o p o r P 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1: 1:

3 4 3 4 5 6 3 4 5 6 3 4 3 4 5 6 3 4 5 6 3 4 5 6 3 4 3 4 3 4 3 4 5 6 3

g n i a t s @ b n g t / e a s 0 b o 0 m C 3 e s C R 0.06 0.05 0.11 0.08 0.07 0.06 0.13 0.10 0.08 0.07 0.06 0.05 0.11 0.08 0.07 0.06 0.13 0.10 0.08 0.07 0.20 0.15 0.12 0.10 0.21 0.17 0.13 0.12 0.06 0.05 0.11 0.08 0.07 0.06 0 13

18.90 15.00 31.80 24.90 19.80 17.70 39.90 31.20 24.90 22.20 18.90 15.00 31.80 24.90 19.80 17.70 39.90 31.20 24.90 22.20 60.60 45.30 36.30 30.30 63.60 49.80 39.90 35.40 18.90 15.00 31.80 24.90 19.80 17.70 3 9 90

m u C n i d n a S 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.01 0.01 0.01 0.01 0.01 0.01 0.02

m u @ C t / s 0 o 0 C 9 s R

e m i L

g K @ / t 5 s 1 o s C R

7.95 7.95 13.25 13.25 13.25 13.25 15.90 15.90 15.90 15.90 7.95 7.95 13.25 13.25 13.25 13.25 15.90 15.90 15.90 15.90 19.88 19.88 19.88 19.88 26.50 26.50 26.50 26.50 7.95 7.95 13.25 13.25 13.25 13.25 15.90

1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 1.67 -

25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 -

h s e m r e t s a l P 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33

t m @ t R / s 5 o C 2 s R 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 33.33 33.33 33.33 33.33 33.33









































Rough

Rough

Sq m Sq m Sq m Sq m Sq m Sq m Sq m S m Sq m Sq m

12 12 15 15 15 15 20 20 20 20

1: 1: 1: 1: 1: 1: 1: 1: 1: 1:

5 6 3 4 5 6 3 4 5 6

0.08 0.07 0.20 0.15 0.12 0.10 0.21 0.17 0.13 0.12

24.90 22.20 60.60 45.30 36.30 30.30 63.60 49.80 39.90 35.40

0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03

15.90 15.90 19.88 19.88 19.88 19.88 26.50 26.50 26.50 26.50

-

-

1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33

33.33 33.33 33.33 33.33 33.33 33.33 33.33 33.33 33.33 33.33









































Labour cost (B) l a t l i a s t r e o o t C T a M

s n o s a M

y a D @ t / s 0 o 0 C 5 s R

i l o o c e l a M

y a D @ t / s 5 o 7 C 2 s R

i l o o c e l a m e F

51.85 47.95 70.05 63.15 58.05 55.95 80.80 72.10 65.80 63.10 51.85 47.95 120.05 113.15 108.05 105.95 130.80 122.10 115.80 113.10 155.48 140.18 131.18 125.18 165.10 151.30 141.40 136.90 26.85 22.95 78.38 71.48 66.38 64.28 89.13

0.07 0.07 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.05 0.05 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.11 0.11 0.11 0.11 0.05 0.05 0.08 0.08 0.08 0.08 0.08

35.00 35.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 25.00 25.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 52.50 52.50 52.50 52.50 25.00 25.00 40.00 40.00 40.00 40.00 40.00

0.05 0.05 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.05 0.05 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.14 0.14 0.14 0.14 0.05 0.05 0.11 0.11 0.11 0.11 0.11

13.75 13.75 30.25 30.25 30.25 30.25 30.25 30.25 30.25 30.25 13.75 13.75 30.25 30.25 30.25 30.25 30.25 30.25 30.25 30.25 30.25 30.25 30.25 30.25 37.13 37.13 37.13 37.13 13.75 13.75 30.25 30.25 30.25 30.25 30.25

0.02 0.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.02 0.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.08 0.08 0.02 0.02 0.05 0.05 0.05 0.05 0.05

y a D @ t / s 5 o 8 C 1 s R

g n i r u C

y a D @ t / s 5 o 8 C 1 s R

3.70 3.70 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 3.70 3.70 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 13.88 13.88 13.88 13.88 3.70 3.70 9.25 9.25 9.25 9.25 9.25

0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01

1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30

t s o l C a r t o u T o b a L 53.75 53.75 80.80 80.80 80.80 80.80 80.80 80.80 80.80 80.80 43.75 43.75 80.80 80.80 80.80 80.80 80.80 80.80 80.80 80.80 80.80 80.80 80.80 80.80 104.80 104.80 104.80 104.80 43.75 43.75 80.80 80.80 80.80 80.80 80.80

Tools & T

g n i d l o f f a c S 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25











































74.13 71.43 113.81 98.51 89.51 83.51 123.43 109.63 99.73 95.23

0.08 0.08 0.08 0.08 0.08 0.08 0.11 0.11 0.11 0.11

40.00 40.00 40.00 40.00 40.00 40.00 52.50 52.50 52.50 52.50

0.11 0.11 0.11 0.11 0.11 0.11 0.14 0.14 0.14 0.14

30.25 30.25 30.25 30.25 30.25 30.25 37.13 37.13 37.13 37.13

0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.08 0.08

9.25 9.25 9.25 9.25 9.25 9.25 13.88 13.88 13.88 13.88

0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01

1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30

80.80 80.80 80.80 80.80 80.80 80.80 104.80 104.80 104.80 104.80

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25











































ckles (C ) g n f i o d t l s o f o f C a c S 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

D

C + B + A l a t o T 155.60 151.70 200.85 193.95 188.85 186.75 211.60 202.90 196.60 193.90 145.60 141.70 250.85 243.95 238.85 236.75 261.60 252.90 246.60 243.90 286.27 270.97 261.97

E

% 4 D @ n T O C W 6.22 6.07 8.03 7.76 7.55 7.47 8.46 8.12 7.86 7.76 5.82 5.67 10.03 9.76 9.55 9.47 10.46 10.12 9.86 9.76 11.45 10.84 10.48

F

& & s D d @ a s n e t i o E h f r o r % e P v 0 O 2 32.36 31.55 41.78 40.34 39.28 38.84 44.01 42.20 40.89 40.33 30.28 29.47 52.18 50.74 49.68 49.24 54.41 52.60 51.29 50.73 59.54 56.36 54.49

l a t o T d n a r G 194.20 189.30 250.70 242.00 235.70 233.10 264.10 253.20 245.40 242.00 181.70 176.80 313.10 304.40 298.10 295.50 326.50 315.60 307.80 304.40 357.30 338.20 326.90











































50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

204.93 202.23 244.60 229.30 220.30 214.30 278.23 264.43 254.53 250.03

8.20 8.09 9.78 9.17 8.81 8.57 11.13 10.58 10.18 10.00

42.63 42.06 50.88 47.70 45.82 44.58 57.87 55.00 52.94 52.01

255.80 252.40 305.30 286.20 274.90 267.50 347.20 330.00 317.70 312.00











































As PW,P & IWTD SR 2010-11

Below Qty for 1 Cum of mortar

Sand in Cum 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07

Cement in Kgs 510 . 00 380 . 00 510 . 00 380 . 00 310 . 00 250 . 00 510 . 00 380 . 00 310 . 00 250 . 00 510 . 00 380 . 00 510 . 00 380 . 00 310 . 00 250 . 00 510 . 00 380 . 00 310 . 00 250 . 00 510 . 00 380 . 00 310 . 00

Cement in Bags 10.20 7.60 10.20 7.60 6.20 5.00 10.20 7.60 6.20 5.00 10.20 7.60 10.20 7.60 6.20 5.00 10.20 7.60 6.20 5.00 10.20 7.60 6.20

0.061 0.046 0.102 0.076 0.062 0.050 0.122 0.091 0.074 0.060 0.061 0.046 0.102 0.076 0.062 0.050 0.122 0.091 0.074 0.060 0.153 0.114 0.093

0.008 0.008 0.013 0.013 0.013 0.013 0.015 0.015 0.015 0.015 0.008 0.008 0.013 0.013 0.013 0.013 0.015 0.015 0.015 0.015 0.019 0.019 0.019











































1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07

310 . 00 250 . 00 510 . 00 380 . 00 310 . 00 250 . 00 510 . 00 380 . 00 310 . 00 250 . 00

6.20 5.00 10.20 7.60 6.20 5.00 10.20 7.60 6.20 5.00

0.074 0.060 0.153 0.114 0.093 0.075 0.204 0.152 0.124 0.100

0.015 0.015 0.019 0.019 0.019 0.019 0.026 0.026 0.026 0.026













































Rate analysis for M20 (1:1.5:3) Grade concrete @ Ground floor

0

Considering 01 CUM Sl No A

Description

Rate

Amount

Materials :

Cement Sand [River] " --------" 5% extra for wastage Coarse aggregate 20mm " --------" 5% extra for wastage Total Cost Material B

Unit Qu Q uantity

Labour Cost :

Bags Cum Cum Cum Cum

8.00 0.42 0.02 0.85 0.04

300.00 1,060.00 1,060.00 800.00 800.00 (A)

2,400.00 440.96 22.05 680.00 34.00 3,577.01













































Floor Remarks













































Rate analysis for RMC-M20 grade Considering 01 CUM Sl No A

Description

Quantity

Cum

1.00

Rate

Materials:

RMC- M20 Total Cost Material B

Unit

3,450.00 (A)

Labour Cost :

Foreman / supervisor Masons Male cooli Bhisti

Nos Nos Nos Nos

0.50 0.18 1.25 0.13

1,000.00 450.00 275.00 185.00













































Amount

3,450.00 3,450.00

500.00 81.00 343.75 23.13

Remarks













































Rate analysis for PCC-1:4:8 Considering 01 Cum Sl No A

Description

Unit

Qu Q uantity

Materials:

Cement Sand [River] " --------" 5% extra for wastage Coarse aggregate 40mm size " --------" 5% extra for wastage

Bags Cum Cum Cum Cum

3.40 0.46 0.02 0.96 0.05

Nos N

0.05 0 13

Total Cost Material B

Labour Cost:

Foreman / supervisor M















































Rate

300.00

Amount

1,020.00

Remarks















































Rate analysis for Solid block Masonry - 1:4 [100mm thick] Considering 01 SQM Sl No

Description

Unit

Quantity

Rate















































Amount

Remarks















































Rate analysis for Solid block Masonry - 1:6 [150mm Considering 01 SQM Sl No

Description

Unit

Quantity















































hick]

Rate

Amount

Remarks





















































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































































Rate Analysis 15.09.11

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