final ra 2015-16 pune sr

7/23/2019 Final Ra 2015-16 Pune Sr

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PUBLIC WORKS PUNE 2015-16Item of work Unit Tot! Rte E"tr Le# C$r%e&

'et! Sn#(Cr) Sn# B

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per 10

56). Cr)Sn# 526)15 Bri*k

Be!ow 0 mm

526)15 '+r+m 25)1.

4t) mt) 4t) mt) 4t)

1 2 . 5 6 / 10 11 12

So!in%1 11 / 1 650.00 Cum 32.50 682.50 1.20 742.80 0.000 0.00 0.00

2 13 / 1 780.00 Cum 39.00 819.00 1.15 711.85 0.000 0.00 0.00

P!in Cement Con*rete 7PCC8

3 1 a / 4 3639.00 Cum 181.95 3820.95 0.89 468.27 0.445 608.20 0.00

4 1 b /4 3539.00 Cum 176.95 3715.95 0.89 468.27 0.450 236.77 0.00

3428.00 171.40 3599.40 0.89 468.27 0.450 236.77 0.00

5 2 i a /4 5102.00 Cum 255.10 5357.10 0.85 447.23 0.425 580.87 0.00

6 2 i b /4 5002.00 Cum 250.10 5252.10 0.85 447.23 0.425 223.61 0.00

7 2 ii a /4 5460.00 Cum 273.00 5733.00 0.85 447.23 0.425 580.87 0.00

8 2 ii b /4 5360.00 Cum 268.00 5628.00 0.85 447.23 0.425 223.61 0.00

5249.00 262.45 5511.45 0.85 447.23 0.425 223.61 0.00

9 3 i a / 4 5002.00 Cum 250.10 5252.10 0.85 447.23 0.425 580.87 0.00

10 3 i b / 4 4902 00 C 245 10 5147 10 0 85 447 23 0 425 223 61 0 00

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

Rubble soling 15 to 20cm

Rubble soling 80 mmsize

P/L C. C.!10 "o#"oun$ation % be$$ing

P/L C. C.!10 "o#"oun$ation % be$$ing

()*+,-* C-C* 111.00

P/L C. C. 15 "o# ste&it' natu#al san$

P/L C. C. 15 "o# ste&it' c#us'e$ san$ .

P/L C. C. 20 "o# ste&it' natu#al san$

P/L C. C. 20 "o# ste&it' c#us'e$ san$

()*+,-* C-C* 111.00

P/L C. C. 15 "o# be$bloc % "oun$ation &it'

P/L C C 15 " b $

7/23/2019 Final Ra 2015-16 Pune Sr


10 3 i b / 4 4902 00 C 245 10 5147 10 0 85 447 23 0 425 223 61 0 00P/L C C 15 " b $

Item of work Unit Tot! Rte E"tr Le# C$r%e&

'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri*

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4t

1 2 . 5 6 / 10 11 12

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

5146.00 257.30 5403.30 0.85 447.23 0.425 223.61 0.0

13 4 a / 4 10645.00 Cum 532.25 11177.25 0.85 447.23 0.425 580.87 0.0

14 4 b / 4 10545.00 Cum 527.25 11072.25 0.85 447.23 0.425 223.61 0.0

Reinfor*e# Cement Con*rete 7R)C)C815 1 a i / 5 4876.00 Cum 243.80 5119.80 0.85 447.23 0.425 580.87 0.0

16 1 a ii / 5 4776.00 Cum 238.80 5014.80 0.85 447.23 0.425 223.61 0.0

4665.00 233.25 4898.25 0.85 447.23 0.425 223.61 0.0

17 1 b i / 5 5444.00 Cum 272.20 5716.20 0.85 447.23 0.425 580.87 0.0

18 1 b ii / 5 5344.00 Cum 267.20 5611.20 0.85 447.23 0.425 223.61 0.0

19 1 c i / 5 5692.00 Cum 284.60 5976.60 0.85 447.23 0.425 580.87 0.0

20 1 c ii / 5 5592.00 Cum 279.60 5871.60 0.85 447.23 0.425 223.61 0.0

()*+,-* C-C* 111.00

P/L C. C. 20 "o#a#c'es &it' natu#al san$

P/L C. C. 20 "o#a#c'es &it' c#us'e$

P/L RCC "o# "oun$ations20 &it' natu#al san$

P/L RCC "o# "oun$ations20 &it' c#us'e$ san$

()*+,-* C-C* 111.00





7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

23 1 e i / 5 6154.00 Cum 307.70 6461.70 0.85 447.23 0.425 580.87 0.

24 1 e ii / 5 6054.00 Cum 302.70 6356.70 0.85 447.23 0.425 223.61 0.

25 1 a i / 5 5376.00 Cum 268.80 5644.80 0.85 447.23 0.425 580.87 0.

26 5276.00 Cum 263.80 5539.80 0.85 447.23 0.425 223.61 0.

27 1 b i / 5 5944.00 Cum 297.20 6241.20 0.85 447.23 0.425 580.87 0.

28 5844.00 Cum 292.20 6136.20 0.85 447.23 0.425 223.61 0.

29 1 c i / 5 6192.00 Cum 309.60 6501.60 0.85 447.23 0.425 580.87 0.

30 1 c ii / 5 6092.00 Cum 304.60 6396.60 0.85 447.23 0.425 223.61 0.

31 1 $ i / 5 6547.00 Cum 327.35 6874.35 0.85 447.23 0.425 580.87 0.

32 6447.00 Cum 322.35 6769.35 0.85 447.23 0.425 223.61 0.

33 1 e i / 5 6654.00 Cum 332.70 6986.70 0.85 447.23 0.425 580.87 0.

34 6554.00 Cum 327.70 6881.70 0.85 447.23 0.425 223.61 0.



P/L RCC "o# columns20 &it' natu#al san$

P/L RCC "o# columns20 &it' c#us'e$ san$

1 a ii /5


P/L RCC "o# columns25 &it' an$ c#us'e$

1 b ii /5





1 $ ii /5


P/L RCC "o# columns

40 &it' c#us'e$ san$

1 e ii /

5

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

7409.00 370.45 7779.45 0.85 447.23 0.425 223.61 0.

37 2 b i / 5 8188.00 Cum 409.40 8597.40 0.85 447.23 0.425 580.87 0.

38 2 b ii / 5 8088.00 Cum 404.40 8492.40 0.85 447.23 0.425 223.61 0.

39 2 c i / 5 8437.00 Cum 421.85 8858.85 0.85 447.23 0.425 580.87 0.

40 2 c ii / 5 8337.00 Cum 416.85 8753.85 0.85 447.23 0.425 223.61 0.

41 2 $ i / 5 8792.00 Cum 439.60 9231.60 0.85 447.23 0.425 580.87 0.

42 2 $ ii / 5 8692.00 Cum 434.60 9126.60 0.85 447.23 0.425 223.61 0.

43 2 e i / 5 8898.00 Cum 444.90 9342.90 0.85 447.23 0.425 580.87 0.

44 2 e ii / 5 8798.00 Cum 439.90 9237.90 0.85 447.23 0.425 223.61 0.

45 2 a i / 5 8120.00 Cum 406.00 8526.00 0.85 447.23 0.425 580.87 0.

46 8020.00 Cum 401.00 8421.00 0.85 447.23 0.425 223.61 0.

7909.00 395.45 8304.45 0.85 447.23 0.425 223.61 0.

47 2 b i / 5 8688 00 C 434 40 9122 40 0 85 447 23 0 425 580 87 0

()*+,-* C-C* 111.00

P/L RCC "o# Column25 &it' natu#al san$

P/L RCC "o# Column25 &it' c#us'e$ san$





P/L RCC "o# Column

40 &it' natu#al san$P/L RCC "o# Column40 &it' c#us'e$ san$



2 a ii /5

()*+,-* C-C* 111.00

P/L RCC " C l

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

51 2 $ i / 5 9292.00 Cum 464.60 9756.60 0.85 447.23 0.425 580.87 0.

52 9192.00 Cum 459.60 9651.60 0.85 447.23 0.425 223.61 0.

53 2 e i / 5 9398.00 Cum 469.90 9867.90 0.85 447.23 0.425 580.87 0.

54 9298.00 Cum 464.90 9762.90 0.85 447.23 0.425 223.61 0.

55 3 a i / 5 7569.00 Cum 378.45 7947.45 0.85 447.23 0.425 580.87 0.

56 3 a ii / 5 7469.00 Cum 373.45 7842.45 0.85 447.23 0.425 223.61 0.

7358.00 367.90 7725.90 0.85 447.23 0.425 223.61 0.

57 3 b i / 5 8237.00 Cum 411.85 8648.85 0.85 447.23 0.425 580.87 0.

58 3 b ii / 5 8137.00 Cum 406.85 8543.85 0.85 447.23 0.425 223.61 0.

59 3 c i / 5 8385.00 Cum 419.25 8804.25 0.85 447.23 0.425 580.87 0.

60 3 c ii / 5 8285.00 Cum 414.25 8699.25 0.85 447.23 0.425 223.61 0.

61 3 $ i / 5 8740.00 Cum 437.00 9177.00 0.85 447.23 0.425 580.87 0.

62 3 $ ii / 5 8640 00 C 432 00 9072 00 0 85 447 23 0 425 223 61 0



2 $ ii /5


P/L RCC "o# Column40 &it' c#us'e$ san$ 2 e ii /5

P/L RCC "o# beam an$lintel 20 &it' natu#al

P/L RCC "o# beam an$lintel 20 &it' c#us'e$san$

()*+,-* C-C* 111.00


P/L RCC "o# beam an$lintel 25 &it' c#us'e$


P/L RCC "o# beam an$lintel. 30 &it' c#us'e$


P/L RCC " b $

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

66 7969.00 Cum 398.45 8367.45 0.85 447.23 0.425 223.61 0.

7858.00 392.90 8250.90 0.85 447.23 0.425 223.61 0.

67 3 b i / 5 8738.00 Cum 436.90 9174.90 0.85 447.23 0.425 580.87 0.

68 8637.00 Cum 431.85 9068.85 0.85 447.23 0.425 223.61 0.

69 3 c i / 5 8885.00 Cum 444.25 9329.25 0.85 447.23 0.425 580.87 0.

70 3 c ii / 5 8785.00 Cum 439.25 9224.25 0.85 447.23 0.425 223.61 0.

71 3 $ i / 5 9240.00 Cum 462.00 9702.00 0.85 447.23 0.425 580.87 0.

72 9140.00 Cum 457.00 9597.00 0.85 447.23 0.425 223.61 0.

73 3 e i / 5 9347.00 Cum 467.35 9814.35 0.85 447.23 0.425 580.87 0.

74 9247.00 Cum 462.35 9709.35 0.85 447.23 0.425 223.61 0.

75 4 a i / 5 8275.00 Cum 413.75 8688.75 0.85 447.23 0.425 223.61 0.

P/L RCC "o# beam an$lintel 20 &it' c#us'e$san$

3 a ii /5

()*+,-* C-C* 111.00

P/L RCC "o# beam an$

lintel 25 &it' natu#alP/L RCC "o# beam an$lintel 25 &it' c#us'e$

3 b ii /5


P/L RCC "o# beam an$lintel. 30 &it' c#us'e$


P/L RCC "o#beam an$

lintel 35 &it' c#us'e$san$

3 $ ii /

5

P/L RCC "o# beam an$lintel '0 &it' natu#alsan$

P/L RCC "o# beam an$lintel '0 &it' c#us'e$san$

3 e ii /5

P/L RCC "o# slab an$lan$ings '-20 &it'natu#al san$ 9'

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

77 4 b i / 5 8843.00 Cum 442.15 9285.15 0.85 447.23 0.425 223.61 0.

78 4 b ii / 5 8743.00 Cum 437.15 9180.15 0.85 447.23 0.425 223.61 0.

79 4 c i / 5 9091.00 Cum 454.55 9545.55 0.85 447.23 0.425 223.61 0.

80 4 c ii / 5 8991.00 Cum 449.55 9440.55 0.85 447.23 0.425 223.61 0.

81 4 $ i / 5 9446.00 Cum 472.30 9918.30 0.85 447.23 0.425 223.61 0.

82 4 $ ii / 5 9346.00 Cum 467.30 9813.30 0.85 447.23 0.425 223.61 0.

83 4 e i / 5 9553.00 Cum 477.65 10030.65 0.85 447.23 0.425 223.61 0.

84 4 e ii / 5 9453.00 Cum 472.65 9925.65 0.85 447.23 0.425 223.61 0.

85 4 a i / 5 8775.00 Cum 438.75 9213.75 0.85 447.23 0.425 223.61 0.


P/L RCC "o# "o# slab an$lan$ings '-25 &it'c#us'e$ san$ 9'

P/L RCC "o# slab an$lan$ings '-.0 &it'natu#al san$ 9'

P/L RCC "o# "o# slab an$lan$ings '-.0 &it'c#us'e$ san$ 9'

P/L RCC "o# slab an$lan$ings '-.5 &it'natu#al san$ 9'

P/L RCC "o# "o# slab an$

lan$ings '-.5 &it'c#us'e$ san$ 9'


P/L RCC "o# "o# slab an$lan$ings '-0 &it'c#us'e$ san$ 9'

P/L RCC "o# slab an$

lan$ings ' 20 &it'

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

88 4b ii / 5 9243.00 Cum 462.15 9705.15 0.85 447.23 0.425 223.61 0.

89 4 c i / 5 9591.00 Cum 479.55 10070.55 0.85 447.23 0.425 223.61 0.

90 4c ii / 5 9491.00 Cum 474.55 9965.55 0.85 447.23 0.425 223.61 0.

91 4 $ i / 5 9946.00 Cum 497.30 10443.30 0.85 447.23 0.425 223.61 0.

92 9846.00 Cum 492.30 10338.30 0.85 447.23 0.425 223.61 0.

93 4 e i / 5 10053.00 Cum 502.65 10555.65 0.85 447.23 0.425 223.61 0.

94 9953.00 Cum 497.65 10450.65 0.85 447.23 0.425 223.61 0.

95 5 a i / 5 8672.00 Cum 433.60 9105.60 0.85 447.23 0.425 223.61 0.

96 5 a ii / 5 8572.00 Cum 428.60 9000.60 0.85 447.23 0.425 223.61 0.

P/L RCC "o# "o# slab an$lan$ings '-25 &it'c#us'e$ san$ P'

P/L RCC "o# slab an$lan$ings '-.0 &it'natu#al san$ P'

P/L RCC "o# "o# slab an$lan$ings '-.0 &it'c#us'e$ san$ P'

P/L RCC "o# slab an$lan$ings '-.5 &it'natu#al san$ P'

P/L RCC "o# "o# slab an$lan$ings '-.5 &it'c#us'e$ san$ P'

4 $ ii /5

P/L RCC "o# slab an$

lan$ings '-0 &it'natu#al san$ P'

P/L RCC "o# "o# slab an$lan$ings '-0 &it'c#us'e$ san$ P'

4 e ii /5

P/L RCC "o# "o# c'aa '-20 &it' natu#al san$ 9'

P/L RCC "o# c'aa '-20

&it' c#us'e$ san$ 9'

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

99 5 a i / 5 9282.00 Cum 464.10 9746.10 0.85 447.23 0.425 223.61 0.

100 9182.00 Cum 459.10 9641.10 0.85 447.23 0.425 223.61 0.

101 5 b i / 5 9850.00 Cum 492.50 10342.50 0.85 447.23 0.425 223.61 0.

102 9750.00 Cum 487.50 10237.50 0.85 447.23 0.425 223.61 0.

103 6 a i / 5 9142.00 Cum 457.10 9599.10 0.85 447.23 0.425 223.61 0.

104 6 a ii / 5 9042.00 Cum 452.10 9494.10 0.85 447.23 0.425 223.61 0.

8931.00 446.55 9377.55 0.85 447.23 0.425 223.61 0.

105 6 b i / 5 9710.00 Cum 485.50 10195.50 0.85 447.23 0.425 223.61 0.

106 6 b ii / 5 9610.00 Cum 480.50 10090.50 0.85 447.23 0.425 223.61 0.

P/L RCC "o# "o# c'aa '-20 &it' natu#al san$ P'

P/L RCC "o# c'aa '-20 &it' c#us'e$ san$ P'

5 a ii /5

P/L RCC "o# "o# c'aa '-25 &it' natu#al san$ P'

P/L RCC "o# c'aa '-25 &it' c#us'e$ san$ P'

5 b ii /5

P/L RCC "o# "o# 75 mma#$i '-20 &it' natu#alsan$ 9'

P/L RCC "o# 75 mm

a#$i'-20 &it' c#us'e$san$ 9'

()*+,-* C-C* 111.00

P/L RCC "o# "o# 75 mma#$i '-25 &it' natu#alsan$ 9'

P/L RCC "o# 75 mma#$i '-25 &it' c#us'e$

$ 9'

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

109 6 b i / 5 10210.00 Cum 510.50 10720.50 0.85 447.23 0.425 223.61 0.

110 10110.00 Cum 505.50 10615.50 0.85 447.23 0.425 223.61 0.

111 7 a / 5 5900.00 Cum 295.00 6195.00 0.85 447.23 0.425 223.61 0.

112 7 b / 5 5800.00 Cum 290.00 6090.00 0.85 447.23 0.425 223.61 0.

5689.00 284.45 5973.45 0.85 447.23 0.425 223.61 0.

113 7 a / 5 6400.00 Cum 320.00 6720.00 0.85 447.23 0.425 223.61 0.

114 7 b / 5 6300.00 Cum 315.00 6615.00 0.85 447.23 0.425 223.61 0.

115 8900.00 Cum 445.00 9345.00 0.85 447.23 0.425 223.61 0.

116 8800.00 Cum 440.00 9240.00 0.85 447.23 0.425 223.61 0.

P/L RCC "o# "o# 75 mma#$i '-25 &it' natu#alsan$ P'

P/L RCC "o# 75 mma#$i '-25 &it' c#us'e$san$ P'

6 b ii /5

P/L RCC "o# "o# coing tolint' '-20 &it' natu#alsan$ 9'

P/L RCC "o# coing tolint' '-20 &it' c#us'san$ 9'

()*+,-* C-C* 111.00

P/L RCC "o# coing to

lint' '-20 &it' natu#alsan$ P'

P/L RCC "o# coing tolint' '-20 &it' c#us'san$ P'

P/L RCC "o# #i$ beam&it' slab '-20 &it'natu#al san$ 9'

10 a i /5

P/L RCC "o# #i$ beam&it' slab '-20 &it'

c#us'e$ san$ 9'

10 a ii /5

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

119 9550.00 Cum 477.50 10027.50 0.85 447.23 0.425 223.61 0.

120 9450.00 Cum 472.50 9922.50 0.85 447.23 0.425 223.61 0.

121 10150.00 Cum 507.50 10657.50 0.85 447.23 0.425 223.61 0.

122 10050.00 Cum 502.50 10552.50 0.85 447.23 0.425 223.61 0.

123 10200.00 Cum 510.00 10710.00 0.85 447.23 0.425 223.61 0.

124 10100.00 Cum 505.00 10605.00 0.85 447.23 0.425 223.61 0.

125 9400.00 Cum 470.00 9870.00 0.85 447.23 0.425 223.61 0.

126 9300.00 Cum 465.00 9765.00 0.85 447.23 0.425 223.61 0.

127 9920.00 Cum 496.00 10416.00 0.85 447.23 0.425 223.61 0.

P/L RCC "o# #i$ beam&it' slab '-.0 &it'natu#al san$ 9'

10 c i /5

P/L RCC "o# #i$ beam&it' slab '-.0 &it'c#us'e$ san$ 9'

10 c ii /5

P/L RCC "o# #i$ beam&it' slab '-.5 &it'natu#al san$ 9'

10 $ i /5

P/L RCC "o# "#i$ beam&it' slab '-.5 &it'c#us'e$ san$ 9'

10 $ ii /5

P/L RCC "o# #i$ beam&it' slab'-0 &it'natu#al san$ 9'

10 e i /5

P/L RCC "o# #i$ beam

&it' slab '-0 &it'c#us'e$ san$ 9'

10 e ii /

5

P/L RCC "o# s#i$ beam&it' slab '-20 &it'natu#al san$ P'

10 a i /5

P/L RCC "o# #i$ beam&it' slab '-20 &it'c#us'e$ san$ P'

10 aii / 5

P/L RCC "o# #i$ beam&it' slab '-25 &it'

natu#al san$ P'

10 b i /5

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

130 9950.00 Cum 497.50 10447.50 0.85 447.23 0.425 223.61 0.

131 10650.00 Cum 532.50 11182.50 0.85 447.23 0.425 223.61 0.

132 10550.00 Cum 527.50 11077.50 0.85 447.23 0.425 223.61 0.

133 10700.00 Cum 535.00 11235.00 0.85 447.23 0.425 223.61 0.

134 10600.00 Cum 530.00 11130.00 0.85 447.23 0.425 223.61 0.

135 12 a i / 5 5872.00 Cum 293.60 6165.60 0.85 447.23 0.425 580.87 0.

136 12 a ii / 5 5772.00 Cum 288.60 6060.60 0.85 447.23 0.425 223.61 0.

137 12 b i / 5 6156.00 Cum 307.80 6463.80 0.85 447.23 0.425 580.87 0.

138 12 b ii / 5 6056 00 C m 302 80 6358 80 0 85 447 23 0 425 223 61 0

P/L RCC "o# #i$ beam&it' slab '-.0 &it'c#us'e$ san$ P'

10 c ii /5

P/L RCC "o# #i$ beam&it' slab '-.5 &it'natu#al san$ P'

10 $ i /5

P/L RCC "o# #i$ beam&it' slab '-.5 &it'c#us'e$ san$ P'

10 $ii / 5

P/L RCC "o# #i$ beam&it' slab '-0 &it'natu#al san$ P'

10 e i /5

P/L RCC "o# #i$ beam&it' slab '-0 &it'c#us'e$ san$ P'

10 eii / 5

P/L '-25 Rea$ mi

RCC "o# "oun$ations &it'natu#al san$

P/L '-25 Rea$ miRCC "o# "oun$ations25 &it' c#us'e$ san$

P/L '.0 Rea$ mi RCC"o# "oun$ations &it' natu#al san$

P/L '.0 Rea$ mi

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

140 12 c ii / 5 6527.00 Cum 326.35 6853.35 0.85 447.23 0.425 223.61 0.

141 12 $ i / 5 6649.00 Cum 332.45 6981.45 0.85 447.23 0.425 580.87 0.

142 12 $ ii / 5 6549.00 Cum 327.45 6876.45 0.85 447.23 0.425 223.61 0.

143 13 i a / 5 8443.00 Cum 422.15 8865.15 0.85 447.23 0.425 580.87 0.

144 13 i b / 5 8343.00 Cum 417.15 8760.15 0.85 447.23 0.425 223.61 0.

145 8693.00 Cum 434.65 9127.65 0.85 447.23 0.425 580.87 0.

146 8593.00 Cum 429.65 9022.65 0.85 447.23 0.425 223.61 0.

147 9182.00 Cum 459.10 9641.10 0.85 447.23 0.425 580.87 0.

148 9082.00 Cum 454.10 9536.10 0.85 447.23 0.425 223.61 0.

P/L '.5 Rea$ miRCC "o# "oun$ations &it' c#us'e$ san$

P/L '0 Rea$ mi RCC"o# "oun$ations &it' natu#al san$

P/L '0 Rea$ miRCC "o# "oun$ations &it' c#us'e$ san$

P/L '25 Rea$ mi RCC"o# coloum &it' natu#al san$

P/L '25 Rea$ miRCC "o# coloum &it' c#us'e$ san$

P/L '.0 Rea$ mi RCC

"o# coloum &it' natu#al san$

13 ii a /

5

P/L '.0 Rea$ miRCC "o# coloum &it' c#us'e$ san$

13 ii b /5

P/L '.5 Rea$ mi RCC"o# column &it' natu#alsan$

13 iii a /5

P/L '.5 Rea$ miRCC "o# column &it'

' $ $

13 iii b /5

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

151 14 i a / 5 8487.00 Cum 424.35 8911.35 0.85 447.23 0.425 580.87 0.

152 14 i b / 5 8347.00 Cum 417.35 8764.35 0.85 447.23 0.425 223.61 0.

153 8635.00 Cum 431.75 9066.75 0.85 447.23 0.425 580.87 0.

154 8535.00 Cum 426.75 8961.75 0.85 447.23 0.425 223.61 0.

155 8990.00 Cum 449.50 9439.50 0.85 447.23 0.425 580.87 0.

156 8890.00 Cum 444.50 9334.50 0.85 447.23 0.425 223.61 0.

157 9097.00 Cum 454.85 9551.85 0.85 447.23 0.425 580.87 0.

158 8997.00 Cum 449.85 9446.85 0.85 447.23 0.425 223.61 0.

P/L '25 Rea$ mi RCC"o# eams % Lintels &it' natu#al san$

P/L '25 Rea$ miRCC "o# eams % Lintels &it' c#us'e$ san$

P/L '.0 Rea$ mi RCC"o# eams % Lintels &it' natu#al san$

14 ii a /5

P/L '.0 Rea$ miRCC "o# eams % Lintels&it' c#us'e$ san$

14 ii b /5

P/L '.5 Rea$ mi RCC"o# eams % Lintels &it' natu#al san$

14 iii a /5

P/L '.5 Rea$ miRCC "o# eams % Lintels&it' c#us'e$ san$

14 iii b /5

P/L '0 Rea$ mi RCC"o# eams % Lintels &it' natu#al san$

14 i a /5

P/L '0 Rea$ miRCC "o# eams % Lintels

it' ' $ $

14 i b /5

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

160 15 i b / 5 8977.00 Cum 448.85 9425.85 0.85 447.23 0.425 223.61 0.

161 9328.00 Cum 466.40 9794.40 0.85 447.23 0.425 580.87 0.

162 9238.00 Cum 461.90 9699.90 0.85 447.23 0.425 223.61 0.

163 9832.00 Cum 491.60 10323.60 0.85 447.23 0.425 580.87 0.

164 9732.00 Cum 486.60 10218.60 0.85 447.23 0.425 223.61 0.

165 9853.00 Cum 492.65 10345.65 0.85 447.23 0.425 580.87 0.

166 9753.00 Cum 487.65 10240.65 0.85 447.23 0.425 223.61 0.

167 16 i a / 5 9360.00 Cum 468.00 9828.00 0.85 447.23 0.425 580.87 0.

168 16 i b / 5 9260.00 Cum 463.00 9723.00 0.85 447.23 0.425 223.61 0.

P/L '25 Rea$ miRCC "o# slab &it'c#us'e$ san$

P/L '.0 Rea$ mi RCC"o# slab &it' natu#al san$

15 ii a /5

P/L '.0 Rea$ miRCC "o# slab &it'c#us'e$ san$

15 ii b /5

P/L '.5 Rea$ mi RCC"o# slab &it' natu#al san$

15 iii a /5

P/L '.5 Rea$ miRCC "o# slab &it'c#us'e$ san$

15 iii b /5

P/L '0 Rea$ mi RCC

"o# slab &it' natu#al san$

15 i a /

5

P/L '0 Rea$ miRCC "o# slab &it'c#us'e$ san$

15 i b /5

P/L '25 Rea$ miRCC "o# g#i$ beams &it'natu#al san$

P/L '25 Rea$ mi

RCC " i$ b it'

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

171 10115.00 Cum 505.75 10620.75 0.85 447.23 0.425 580.87 0.

172 10015.00 Cum 500.75 10515.75 0.85 447.23 0.425 223.61 0.

173 10136.00 Cum 506.80 10642.80 0.85 447.23 0.425 580.87 0.

174 10036.00 Cum 501.80 10537.80 0.85 447.23 0.425 223.61 0.

Bri*k Work

175 1 / 6 4800.00 Cum 240.00 5040.00 0.00 0.302 412.76 473

176 2 / 6 4969.00 Cum 248.45 5217.45 0.00 0.305 416.86 473

177 3 / 6 4693.00 Cum 234.65 4927.65 0.00 0.302 412.76 473

178 4 / 6 4937.00 Cum 246.85 5183.85 0.00 0.302 412.76 473

179 5 / 6 650.00 :m 32.50 682.50 0.00 0.030 41.00 52

180 6 / 6 620.00 :m 31.00 651.00 0.00 0.030 41.00 52

181 7 a / 6 5250.00 Cum 262.50 5512.50 0.00 0.225 307.52 473

P/L '.5 Rea$ mi RCC"o# g#i$ beams &it' natu#al san$

16 iii a /5

P/L '.5 Rea$ miRCC "o# g#i$ beams

16 iii b /5

P/L '0 Rea$ mi RCC"o# g#i$ beams

&it' natu#al san$

16 i a /5

P/L '0 Rea$ miRCC "o# g#i$ beams &it' c#us'e$ san$

16 i b /5

#ic &o# in C.. 1;6"oun$ation

#ic &o# in C.. 1;6Plint' &it' Pointing1;3

#ic &o# in C.. 1;6Plint'

#ic &o# in C.. 1;6sue#st#uctu#e

#ic &o# in C.. 1;4 in'al" b#ic &all

#ic &o# in C.. 1;3 in'al" b#ic &all

#ic &o# ) st Class inC.. 1;4 in illa# o"

t l '

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri*

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4t

1 2 . 5 6 / 10 11 12

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

184 8 b / 6 5020.00 Cum 251.00 5271.00 0.00 0.225 307.52 473

185 9 a / 6 5104.00 Cum. 255.20 5359.20 0.00 0.283 386.79 450

186 9 b / 6 5125.00 Cum. 256.25 5381.25 0.00 0.283 386.79 450

187 10 / 6 824.00 :m 41.20 865.20 0.00 0.030 41.00 52.0

188 11 / 6 6939.00 Cum. 346.95 7285.95 0.00 0.283 386.79 450

189 12 / 6 808.00 :m 40.40 848.40 0.00 0.030 41.00 52.0

STONE 'SONR< WORK

190 1 / 7 2650.00 Cum 132.50 2782.50 1.16 718.04 0.350 478.36 0.0

191 2 / 7 2775.00 Cum 138.75 2913.75 1.16 718.04 0.350 478.36 0.0

3 / 7 3250.00 Cum 162.50 3412.50 1.16 718.04 0.350 0.00 0.0

4 / 7 2950.00 Cum 147.50 3097.50 1.16 718.04 0.350 184.15 0.0

WTERPROO=IN> WORK

192 3 / 9 21 00 Lt 1 05 22 05 0 00 0 00 0 000 0 00 0 0

#ic &o# )) n$ Class inC.. 1;4 in illa# o" cu#e

<l s' #ic mason#&it' C.. 1;6 "o#

<l s' #ic mason#&it' C.. 1;6 "o#

<l s' #ic in C.. 1;4

in 'al" b#ic &all

utoclae$ e#ate$Conc#ete bloc &it'C.. 1;6 "o#

utoclae$ e#ate$Conc#ete bloc in C..1;4 in 'al" b#ic &all

-CR asona# in

"oun$ation in C.. 1;6

-CR asona# insue#st#uctu#e in C..

P#oi$ing uncou#se$#ubble mason# C1;3 in

P#oi$ing uncou#se$#ubble mason# C1;6 insue#st#uctu#e

L " t t t b

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

195 1a / 11 104.00 :m 5.20 109.20 0.00 0.00 0.0076 10.39 0.

196 :m 6.55 137.55 0.00 0.00 0.0076 10.39 0.

197 1 b / 11 109.00 :m 5.45 114.45 0.00 0.00 0.0076 10.39 0.

198 :m 6.80 142.80 0.00 0.00 0.0076 10.39 0.

199 2 a / 11 143.00 :m 7.15 150.15 0.00 0.00 0.015 20.50 0.

200 :m 8.50 178.50 0.00 0.00 0.015 20.50 0.

201 2 b / 11 150.00 :m 7.50 157.50 0.00 0.00 0.015 20.50 0.

202 :m 8.85 185.85 0.00 0.00 0.015 20.50 0.

203 2 c / 11 161.00 :m 8.05 169.05 0.00 0.00 0.015 20.50 0.

204 :m 9.40 197.40 0.00 0.00 0.015 20.50 0.

205 3 a / 11 261.00 :m 13.05 274.05 0.00 0.00 0.025 34.17 0.

206 :m 14.40 302.40 0.00 0.00 0.025 34.17 0.

)nte#nal cement laste# 6mm in C. 1;4

)nte#nal cement laste# 6mm in C. 1;4 =&it'

1a / 11 ?8 / 11

104.00 ?27.00

)nte#nal cement laste# 6mm in C. 1;3

)nte#nal cement laste# 6mm in C. 1;3 =&it'nee#u "inis'>

1 b / 11?

8 / 11

109.00 ?27.00

)nte#nal cement laste#12 mm in C 1;5

)nte#nal cement laste#12 mm in C 1;5 = &it'nee#u "inis'>

2 a / 11 ?8 / 11

143.00 ?27.00


)nte#nal cement laste#12 mm in C 1;4 = &it'

2 b / 11 ?8 / 11

150.00 ?27.00



2 c / 11 ?8 / 11

161.00 ?27.00



"i i '>

3 a / 11 ?8 / 11

261.00?27.00

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri*

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4t

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

209 3 c / 11 289.00 :m 14.45 303.45 0.00 0.00 0.025 34.17 0.0

210 :m 15.80 331.80 0.00 0.00 0.025 34.17 0.0

211 4 / 11 329.00 :m 16.45 345.45 0.00 0.00 0.031 42.37 0.0

212 :m 17.80 373.80 0.00 0.00 0.031 42.37 0.0

213 an$ <ace$ Plaste# 5 / 11 378.00 :m 18.90 396.90 0.00 0.00 0.035 47.84 0.0

214 9 a / 11 86.00 :m 4.30 90.30 0.00 0.00 0.003 4.10 0.0

215 9 b / 11 93.00 :m 4.65 97.65 0.00 0.00 0.003 4.10 0.0

216 10 / 11 92.00 :m 4.60 96.60 0.00 0.00 0.0025 3.42 0.0

P?IN>@ =LOORIN> N9 99O

217 1 a / 12 485.00 :m 24.25 509.25 0.00 0.00 0.028 38.27 0.0

218 1 b / 12 546.00 :m 27.30 573.30 0.00 0.00 0.028 38.27 0.0

219 1 c / 12 615.00 :m 30.75 645.75 0.00 0.00 0.028 38.27 0.0

220 2 / 12 581.00 :m 29.05 610.05 0.00 0.00 0.027 36.90 0.0



3 c / 11 ?8 / 11

289.00?27.00



4 / 11 ?8 / 11

329.00?27.00

<lus' g#ooe$ ointing inC.. 1;3 to b#ic&o#

<lus' g#ooe$ ointing inC.. 1;3 to stone&o#

*uc ointing in C.. 1;3

to stone&o#

Roug' 'a'aba$"loo#ing 25 to 30 mm.

Roug' 'a'aba$"loo#ing 40 to 45mm.

Roug' 'a'aba$"loo#ing 50 to 60mm.

Polis'e$ s'a'aba$

"l i 25 t 30 t'

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

224 300.00 :m 15.00 315.00 0.034 17.89 0.017 23.23 0.

225 321.00 :m 16.05 337.05 0.034 17.89 0.017 23.23 0.

226 316.00 :m 15.80 331.80 0.034 17.89 0.017 23.23 0.

227 325.00 :m 16.25 341.25 0.0425 22.36 0.021 28.70 0.

228 320.00 :m 16.00 336.00 0.0425 22.36 0.021 28.70 0.

229 360.00 :m 18.00 378.00 0.0425 22.36 0.021 28.70 0.

230 355.00 :m 17.75 372.75 0.0425 22.36 0.021 28.70 0.

231 6 a / 12 670.00 :m 33.50 703.50 0.00 0.00 0.025 34.17 0.

232 6 b / 12 1110.00 :m 55.50 1165.50 0.00 0.00 0.025 34.17 0.233 @ota' tone "o# sills 7 a / 12 850.00 :m 42.50 892.50 0.00 0.00 0.025 34.17 0.

234 @a$aa "o# sills 7 b / 12 735.00 :m 36.75 771.75 0.00 0.00 0.025 34.17 0.

235 @a$aa "o# seles 8 / 12 800.00 :m 40.00 840.00 0.00 0.00 0.025 34.17 0.

236 9 / 12 825.00 :m 41.25 866.25 0.00 0.00 0.031 42.37 0.

237 890.00 :m 44.50 934.50 0.00 0.00 0.015 20.50 0.

238 985.00 :m 49.25 1034.25 0.00 0.00 0.015 20.50 0.

).P.. <loo#ing 40 mm.*'ic &it' CC 20 = &it'

5 a ii /12


5 b i /12


5 b ii /12


5 a i /12


5 a ii /12


5 b i /12


5 b ii /12

ac'ine cut s'a'aba$stone 20 to 25 mm. t'.

@ota' tone "o# t#ea$s

Ce#amic tile 30 30 cm"o# "loo#ing

Ce#amic tile 30cm30cm "o# $a$o

10 a /12

Ce#amic tile 30cm

45 " $ $

10 b /

12

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

241 13 a / 12 872.00 :m 43.60 915.60 0.00 0.00 0.018 24.60 0.

242 13 b / 12 1062.00 :m 53.10 1115.10 0.00 0.00 0.018 24.60 0.

243 14 / 12 3750.00 :m 187.50 3937.50 0.00 0.00 0.028 38.27 0.

244 15 / 12 3850.00 :m 192.50 4042.50 0.00 0.00 0.030 41.00 0.

245 3950.00 :m 197.50 4147.50 0.00 0.00 0.018 24.60 0.

246 3900.00 :m 195.00 4095.00 0.00 0.00 0.018 24.60 0.

247 880.00 :m 44.00 924.00 0.00 0.00 0.031 42.37 0.

248 1025.00 :m 51.25 1076.25 0.00 0.00 0.030 41.00 0.

249 1190.00 :m 59.50 1249.50 0.00 0.00 0.031 42.37 0.

250 1350.00 :m 67.50 1417.50 0.00 0.00 0.030 41.00 0.

251 1490.00 :m 74.50 1564.50 0.00 0.00 0.031 42.37 0.

252 1643.00 :m 82.15 1725.15 0.00 0.00 0.030 41.00 0.

253 1836.00 :m 91.80 1927.80 0.00 0.00 0.031 42.37 0.

P. 25 to 30 mm *'.Pa#tition blac a$aaone si$e olis'e$

P. 25 to 30 mm *'.Pa#tition blac a$aa

P/L tele'one blac / mba &'ite / Cat ba#

P/L tele'one blac / mba &'ite / Cat ba#

P/< mac'ine cut mi##o#18mm to 20mm t'.

16 a /12

P/< mac'ine cut mi##o#18mm to 20mm t'.

16 b /12

P/L it#i"ie$ mi##o# /gloss "inis' tile 590mm

19 a /12

P/L it#i"ie$ mi##o# /

gloss "inis' tile 590mm

19 b /

12P/L it#i"ie$ matt "inis'tile 590mm to 605mm

19 a /12

P/L it#i"ie$ matt "inis'tile 590mm to 605mm

19 b /12

P/L it#i"ie$ #ustic mattstone "inis' tile 590mm

19 C a /12

P/L it#i"ie$ #ustic mattstone "inis' tile 590mm

19 C b /12

P/L it#i"ie$ stone e""ect 19 a /

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri*

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4t

1 2 . 5 6 / 10 11 12

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

257 653.00 :m 32.65 685.65 0.00 0.00 0.035 18.42 0.0

258 586.00 :m 29.30 615.30 0.00 0.00 0.035 18.42 0.0

259 675.00 :m 33.75 708.75 0.00 0.00 0.035 18.42 0.0

260 810.00 :m 40.50 850.50 0.00 0.00 0.035 18.42 0.0

261 907.00 :m 45.35 952.35 0.00 0.00 0.035 18.42 0.0

262 422.00 :m 21.10 443.10 0.00 0.00 0.035 18.42 0.0

263 450.00 :m 22.50 472.50 0.00 0.00 0.035 18.42 0.0

264 27 / 12 800.00 :m 40.00 840.00 0.00 0.00 0.035 47.84 0.0

265 28 / 12 930.00 :m 46.50 976.50 0.00 0.00 0.031 42.37 0.0

266 29 / 12 4020.00 :m 201.00 4221.00 0.00 0.00 0.018 24.60 0.0

268 33 / 12 1456.00 :m 72.80 1528.80 0.00 0.00 0.025 34.17 0.0

WTER SUPPL< N9 SNITR< ITE'S

269 4700.00 Ao. 235.00 4935.00 0.253 133.12 0.306 418.23 222

270 5200 00 A 260 00 5460 00 0 315 165 74 0 373 509 80 265

P/< g#e aing bloc80mm t'ic.

21 ii /12

P/< colou#e$ aingbloc 60mm t'ic.

21 i /12

P/< colou#e$ aingbloc 80mm t'ic.

21 ii /12

P/< #ubbe# moul$ glossaing bloc 60mm t'ic 22 a /12

P/< #ubbe# moul$ glossaing bloc 80mm

22 b /12

P/< colou#e$ aingbloc 40mm t'ic. .= 200

23 a /12

P/< g#e aing bloc40mm t'ic. = 200 g /

23 b /12

P/< C'e:ue#e$ tiles "o#"loo#ing

P/< ntisi$ ce#amic tiles"o# "loo#ing 30B30 cm

P/< g#anite $oo# "#amein cm 1;6

P/< olis'e$ ota'stone "loo#ing

. insection c'ambe#60 45 90 cm &it'

24 a /20

i ti ' b 24 b /

7/23/2019 Final Ra 2015-16 Pune Sr



'et! Sn#(Cr) Sn#

R+,,!e 61)00 Sn# 1.66)/5

0 mm) ,o3e Per

56). Cr)Sn# 526)15 Bri*

Be!ow 0 mm

526)15 '+r+m 25)1.4t) mt) 4t) mt) 4t

1 2 . 5 6 / 10 11 1

Sr)No)

9SRI) No)

Rte &:er 9SR2015-16

##P'C5;

273 259.13 Cum 12.96 272.09 0.00 0.00 0.00 0.00 0.Coneing mate#ials"#om site o" $eosition.

tatement C!1

7/23/2019 Final Ra 2015-16 Pune Sr


PUBLIC WORKS

Sr) No) 'teri! Trn&:orttion UNIT

Le# in Km)

1 2 3 4 5 6 = Col. 4 ! 5 > 7

1 A 0 1.66)/5 222)55 1366.75 Rs./Cum.

2 R)C@ <,R 1000 A, 0 15) 556)./ 1859.84 Rs./1000Aos.

3 R-L 25 61)00 261)2 619.00 Rs./Cum.

4 R* 40 25 56). 20)5 569.43 Rs./Cum.

5 R* 25 25 526)15 222)55 526.15 Rs./Cum.

6 R* 20 25 526)15 222)55 526.15 Rs./Cum.

7 R* 12106 25 526)15 222)55 526.15 Rs./Cum.8 D. CR-+ *L =20?12>/2 25 526)15 222)55 526.15 Rs./Cum.

9 *,A -* 25 526)15 222)55 526.15 Rs./Cum.

10 R)C@ * 0 743.93 222)55 743.93 Rs./Cum.

11 R-)+ 10 259.13 0.00 259.13 Rs./Cum.

12 -R- 10 259.13 185.46 259.13 Rs./Cum.

13 CA* / *L 5 158.96 158.96 158.96 Rs./Cum.

Tot! !e#*$r%e&

Initi! !e#*$r%e&

Net !e#*$r%e&

final ra 2015-16 pune sr

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