HIRE CHARGES OF MACHINERY

Hire Fuel Crew Total Per

Charges Charges Charges
a) Hire charges of Tipper 5.00 346.90 320.80 186.20 853.90 Hour
Cum capacity
b) Hire charges of Tipper 10 321.50 320.80 186.20 828.50 Hour
Tonnes capacity
c) Hire charges of Water Tanker 342.60 320.80 186.20 849.60 Hour
8000 Ltrs capacity
d) Hire charges of Truck 10 321.50 320.80 186.20 828.50 Hour
Tonnes capacity
e) Hire charges of FE loader Hour
1.00 Cum bucket capacity @ 925.00 320.80 186.20 1432.00
45 Cum

RATES FOR CONVEYANCE BY MACHINERY

1 Mincipal area allowance 20.00%
2 Industrial area allowance 0.00%
3 Agency area allowance 0.00%
4 Allowable allowance 20.00%
5 Add Overhead Charges & Contractor's Profit 13.615%
A) For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum):
1 Lead up to 1 Km:
Out put = 5.00 Cum Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 52.04
0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 48.12
0.15 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 27.93
0.20 add area allowance at 20% on Rs. 27.93 Rs. 5.59
Rate for 5.00 Cum Rs. 133.68
Rate for 1.00 Cum Rs. 26.74
0.14 add overheads and contractors profit at 26.74 Rs. 3.64
13.615% on Rs.
Total rate for 1.00 Cum Rs. 30.38

2 Lead up to 2 Km:
Out put = 5.00 Cum Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 72.85
0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 67.37
0.21 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 39.10
0.20 add area allowance at 20% on Rs. 39.10 Rs. 7.82
Rate for 5.00 Cum Rs. 187.14
Rate for 1.00 Cum Rs. 37.43
0.14 add overheads and contractors profit at 37.43 Hour Rs. 5.10
13.615% on Rs.
Total rate for 1.00 Cum Rs. 42.53

3 Lead up to 3 Km:
Out put = 5.00 Cum Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 97.13
0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 89.82
0.28 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 52.14
0.20 Rs.
add area allowance at 20% on Rs. 52.14 Rs. 10.43
Rate for 5.00 Cum Rs. 249.52
Rate for 1.00 Cum Rs. 49.9
0.14 add overheads and contractors profit at 49.90 Hour Rs. 6.79
13.615% on Rs.
Total rate for 1.00 Cum Rs. 56.69
4 Lead up to 4 Km:
Out put = 5.00 Cum Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 117.95
0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 109.07
0.34 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 63.31
0.20 add area allowance at 20% on Rs. 63.31 Rs. 12.66
Rate for 5.00 Cum Rs. 302.99
Rate for 1.00 Cum Rs. 60.60
0.14 add overheads and contractors profit at 60.60 Hour Rs. 8.25
13.615% on Rs.
Total rate for 1.00 Cum Rs. 68.85

5 Lead up to 5 Km:
Out put = 5.00 Cum Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 138.76
0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 128.32
0.40 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 74.48
0.20 add area allowance at 20% on Rs. 74.48 Rs. 14.90
Rate for 5.00 Cum Rs. 356.46
Rate for 1.00 Cum Rs. 71.29
0.14 add overheads and contractors profit at 71.29 Hour Rs. 9.71
13.615% on Rs.
Total rate for 1.00 Cum Rs. 81.00

6 Lead for every Km from 5 to 30 Km:

Out put = 5.00 Cum Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 20.81
0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 19.25
0.06 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 11.17
0.20 Rs.
add area allowance at 20% on Rs. 11.17 Rs. 2.23
Rate for 5.00 Cum Rs. 53.46
Rate for 1.00 Cum Rs. 10.69
0.14 add overheads and contractors profit at 10.69 Hour Rs. 1.46
13.615% on Rs.
Total rate for 1.00 Cum Rs. 12.15

7 Lead for every Km beyond 30 Km:

Out put = 5.00 Cum Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 17.35
0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 16.04
0.05 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 9.31
0.20 add area allowance at 20% on Rs. 9.31 Rs. 1.86
Rate for 5.00 Cum Rs. 44.56
Rate for 1.00 Cum Rs. 8.91
0.14 add overheads and contractors profit at 8.91 Rs. 1.21
13.615% on Rs.
Total rate for 1.00 Cum Rs. 10.12

B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum):

1 Lead up to 1 Km:
Out put = 5.00 Cum Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 52.04
0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 48.12
0.15 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 27.93
0.20 add area allowance at 20% on Rs. 27.93 Rs. 5.59
Rate for 5.00 Cum Rs. 133.68
 Rate for 1.00 Cum Rs. 26.74
0.14 add overheads and contractors profit at 26.74 Rs. 3.64
13.615% on Rs.
Total rate for 1.00 Cum Rs. 30.38

2 Lead up to 2 Km:
Out put = 5.00 Cum Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 72.85
0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 67.37
0.21 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 39.10
0.20 add area allowance at 20% on Rs. 39.10 Rs. 7.82
Rate for 5.00 Cum Rs. 187.14
Rate for 1.00 Cum Rs. 37.43
0.14 add overheads and contractors profit at 37.43 Hour Rs. 5.10
13.615% on Rs.
Total rate for 1.00 Cum Rs. 42.53

3 Lead up to 3 Km:
Out put = 5.00 Cum Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 97.13
0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 89.82
0.28 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 52.14
0.20 add area allowance at 20% on Rs. 52.14 Rs. 10.43
Rate for 5.00 Cum Rs. 249.52
Rate for 1.00 Cum Rs. 49.9
0.14 add overheads and contractors profit at 49.90 Hour Rs. 6.79
13.615% on Rs.
Total rate for 1.00 Cum Rs. 56.69

4 Lead up to 4 Km:
Out put = 5.00 Cum Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 117.95
0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 109.07
0.34 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 63.31
0.20 Rs.
add area allowance at 20% on Rs. 63.31 Rs. 12.66
Rate for 5.00 Cum Rs. 302.99
Rate for 1.00 Cum Rs. 60.6
0.14 add overheads and contractors profit at 60.60 Hour Rs. 8.25
13.615% on Rs.
Total rate for 1.00 Cum Rs. 68.85

5 Lead up to 5 Km:
Out put = 5.00 Cum Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 138.76
0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 128.32
0.40 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 74.48
0.20 add area allowance at 20% on Rs. 74.48 Rs. 14.90
Rate for 5.00 Cum Rs. 356.46
Rate for 1.00 Cum Rs. 71.29
0.14 add overheads and contractors profit at 71.29 Hour Rs. 9.71
13.615% on Rs.
Total rate for 1.00 Cum Rs. 81.00

6 Lead for every Km from 5 to 30 Km:

Out put = 5.00 Cum Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 20.81
0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 19.25
 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 11.17
0.20 Rs.
add area allowance at 20% on Rs. 11.17 Rs. 2.23
Rate for 5.00 Cum Rs. 53.46
Rate for 1.00 Cum Rs. 10.69
0.14 add overheads and contractors profit at 10.69 Hour Rs. 1.46
13.615% on Rs.
Total rate for 1.00 Cum Rs. 12.15

7 Lead for every Km beyond 30 Km:

Out put = 5.00 Cum Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 17.35
0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 16.04
0.05 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 9.31
0.20 add area allowance at 20% on Rs. 9.31 Rs. 1.86
Rate for 5.00 Cum Rs. 44.56
Rate for 1.00 Cum Rs. 8.91
0.14 add overheads and contractors profit at 8.91 Rs. 1.21
13.615% on Rs.
Total rate for 1.00 Cum Rs. 10.12

C) For Cement/Steel/RCC poles/A.C & G.I sheets/Packed materials (per Tonne):

1 Lead up to 1 Km:
Out put = 8.00 MT Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 52.04
0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 48.12
0.15 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 27.93
0.20 add area allowance at 20% on Rs. 27.93 Rs. 5.59
Rate for 8.00 MT Rs. 133.68
Rate for 1.00 MT Rs. 16.71
0.14 add overheads and contractors profit at 16.71 Rs. 2.28
13.615% on Rs.
Total rate for 1.00 MT Rs. 18.99

2 Lead up to 2 Km:
Out put = 8.00 MT Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 72.85
0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 67.37
0.21 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 39.10
0.20 add area allowance at 20% on Rs. 39.10 Rs. 7.82
Rate for 8.00 MT Rs. 187.14
Rate for 1.00 MT Rs. 23.39
0.14 add overheads and contractors profit at 23.39 Hour Rs. 3.18
13.615% on Rs.
Total rate for 1.00 MT Rs. 26.57

3 Lead up to 3 Km:
Out put = 8.00 MT Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 97.13
0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 89.82
0.28 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 52.14
0.20 Rs.
add area allowance at 20% on Rs. 52.14 Rs. 10.43
Rate for 8.00 MT Rs. 249.52
Rate for 1.00 MT Rs. 31.19
0.14 add overheads and contractors profit at 31.19 Hour Rs. 4.25
13.615% on Rs.
Total rate for 1.00 MT Rs. 35.44
4 Lead up to 4 Km:
Out put = 8.00 MT Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 117.95
0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 109.07
0.34 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 63.31
0.20 add area allowance at 20% on Rs. 63.31 Rs. 12.66
Rate for 8.00 MT Rs. 302.99
Rate for 1.00 MT Rs. 37.87
0.14 add overheads and contractors profit at 37.87 Hour Rs. 5.16
13.615% on Rs.
Total rate for 1.00 MT Rs. 43.03

5 Lead up to 5 Km:
Out put = 8.00 MT Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 138.76
0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 128.32
0.40 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 74.48
0.20 Rs.
add area allowance at 20% on Rs. 74.48 Rs. 14.90
Rate for 8.00 MT Rs. 356.46
Rate for 1.00 MT Rs. 44.56
0.14 add overheads and contractors profit at 44.56 Hour Rs. 6.07
13.615% on Rs.
Total rate for 1.00 MT Rs. 50.63

6 Lead for every Km from 5 to 30 Km:

Out put = 8.00 MT Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 20.81
0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 19.25
0.06 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 11.17
0.20 add area allowance at 20% on Rs. 11.17 Rs. 2.23
Rate for 8.00 MT Rs. 53.46
Rate for 1.00 MT Rs. 6.68
0.14 add overheads and contractors profit at 6.68 Hour Rs. 0.91
13.615% on Rs.
Total rate for 1.00 MT Rs. 7.59

7 Lead for every Km beyond 30 Km:

Out put = 8.00 MT Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 17.35
0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 16.04
0.05 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 9.31
0.20 add area allowance at 20% on Rs. 9.31 Rs. 1.86
Rate for 8.00 MT Rs. 44.56
Rate for 1.00 MT Rs. 5.57
0.14 add overheads and contractors profit at 5.57 Rs. 0.76
13.615% on Rs.
Total rate for 1.00 MT Rs. 6.33

D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum):

1 Lead up to 1 Km:
Out put = 3.40 Cum Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 52.04
0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 48.12
0.15 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 27.93
0.20 add area allowance at 20% on Rs. 27.93 Rs. 5.59
Rate for 3.40 Cum Rs. 133.68
Rate for 1.00 Cum Rs. 39.32
 0.14 add overheads and contractors profit at 39.32 Rs. 5.35
13.615% on Rs.
Total rate for 1.00 Cum Rs. 44.67

2 Lead up to 2 Km:
Out put = 3.40 Cum Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 72.85
0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 67.37
0.21 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 39.10
0.20 add area allowance at 20% on Rs. 39.10 Rs. 7.82
Rate for 3.40 Cum Rs. 187.14
Rate for 1.00 Cum Rs. 55.04
0.14 add overheads and contractors profit at 55.04 Hour Rs. 7.49
13.615% on Rs.
Total rate for 1.00 Cum Rs. 62.53

3 Lead up to 3 Km:
Out put = 3.40 Cum Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 97.13
0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 89.82
0.28 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 52.14
0.20 add area allowance at 20% on Rs. 52.14 Rs. 10.43
Rate for 3.40 Cum Rs. 249.52
Rate for 1.00 Cum Rs. 73.39
0.14 add overheads and contractors profit at 73.39 Hour Rs. 9.99
13.615% on Rs.
Total rate for 1.00 Cum Rs. 83.38

4 Lead up to 4 Km:
Out put = 3.40 Cum Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 117.95
0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 109.07
0.34 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 63.31
0.20 Rs.
add area allowance at 20% on Rs. 63.31 Rs. 12.66
Rate for 3.40 Cum Rs. 302.99
Rate for 1.00 Cum Rs. 89.11
0.14 add overheads and contractors profit at 89.11 Hour Rs. 12.13
13.615% on Rs.
Total rate for 1.00 Cum Rs. 101.24

5 Lead up to 5 Km:
Out put = 3.40 Cum Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 138.76
0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 128.32
0.40 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 74.48
0.20 add area allowance at 20% on Rs. 74.48 Rs. 14.90
Rate for 3.40 Cum Rs. 356.46
Rate for 1.00 Cum Rs. 104.84
0.14 add overheads and contractors profit at 104.84 Hour Rs. 14.27
13.615% on Rs.
Total rate for 1.00 Cum Rs. 119.11

6 Lead for every Km from 5 to 30 Km:

Out put = 3.40 Cum Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 20.81
0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 19.25
0.06 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 11.17
 0.20 add area allowance at 20% on Rs. 11.17 Rs. 2.23
Rate for 3.40 Cum Rs. 53.46
Rate for 1.00 Cum Rs. 15.72
0.14 add overheads and contractors profit at 15.72 Hour Rs. 2.14
13.615% on Rs.
Total rate for 1.00 Cum Rs. 17.86

7 Lead for every Km beyond 30 Km:

Out put = 3.40 Cum Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 346.90 Hour Rs. 17.35
0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 320.80 Hour Rs. 16.04
0.05 Hrs. crew charges of Tipper 5.00 Cum @ 186.20 Hour Rs. 9.31
0.20 Rs.
add area allowance at 20% on Rs. 9.31 Rs. 1.86
Rate for 3.40 Cum Rs. 44.56
Rate for 1.00 Cum Rs. 13.11
0.14 add overheads and contractors profit at 13.11 Rs. 1.78
13.615% on Rs.
Total rate for 1.00 Cum Rs. 14.89

E) For Water (per 1000 Ltrs):

1 Lead up to 1 Km:
Out put = 8000 Ltrs Rate Per Amount
0.15 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 51.39
capacity @ Rs.
0.15 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 48.12
capacity @ Rs.
0.15 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 27.93
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 27.93 Rs. 5.59
Rate for 8000 Ltrs Rs. 133.03
Rate for 1000 Ltrs Rs. 16.63
0.14 add overheads and contractors profit at 16.63 Rs. 2.26
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 18.89

2 Lead up to 2 Km:
Out put = 8000 Ltrs Rate Per Amount
0.21 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 71.95
capacity @ Rs.
0.21 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 67.37
capacity @ Rs.
0.21 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 39.10
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 39.10 Rs. 7.82
Rate for 8000 Ltrs Rs. 186.24
Rate for 1000 Ltrs Rs. 23.28
0.14 add overheads and contractors profit at 23.28 Rs. 3.17
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 26.45

3 Lead up to 3 Km:
Out put = 8000 Ltrs Rate Per Amount
0.28 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 95.93
capacity @ Rs.
0.28 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 89.82
capacity @ Rs.
 0.28 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 52.14
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 52.14 Rs. 10.43
Rate for 8000 Ltrs Rs. 248.32
Rate for 1000 Ltrs Rs. 31.04
0.14 add overheads and contractors profit at 31.04 Rs. 4.23
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 35.27

4 Lead up to 4 Km:
Out put = 8000 Ltrs Rate Per Amount
0.34 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 116.48
capacity @ Rs.
0.34 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 109.07
capacity @ Rs.
0.34 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 63.31
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 63.31 Rs. 12.66
Rate for 8000 Ltrs Rs. 301.52
Rate for 1000 Ltrs Rs. 37.69
0.14 add overheads and contractors profit at 37.69 Rs. 5.13
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 42.82

5 Lead up to 5 Km:
Out put = 8000 Ltrs Rate Per Amount
0.40 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 137.04
capacity @ Rs.
0.40 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 128.32
capacity @ Rs.
0.40 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 74.48
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 74.48 Rs. 14.90
Rate for 8000 Ltrs Rs. 354.74
Rate for 1000 Ltrs Rs. 44.34
0.14 add overheads and contractors profit at 44.34 Rs. 6.04
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 50.38

6 Lead for every Km from 5 to 30 Km:

Out put = 8000 Ltrs Rate Per Amount
0.06 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 20.56
capacity @ Rs.
0.06 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 19.25
capacity @ Rs.
0.06 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 11.17
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 11.17 Rs. 2.23
Rate for 8000 Ltrs Rs. 53.21
Rate for 1000 Ltrs Rs. 6.65
0.14 add overheads and contractors profit at 6.65 Rs. 0.91
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 7.56

7 Lead for every Km beyond 30 Km:

Out put = 8000 Ltrs Rate Per Amount
 0.05 Hrs. hire charges of water tanker 8000 ltrs 342.60 Hour Rs. 17.13
capacity @ Rs.
0.05 Hrs. fuel charges of water tanker 8000 ltrs 320.80 Hour Rs. 16.04
capacity @ Rs.
0.05 Hrs. crew charges of water tanker 8000 ltrs 186.20 Hour Rs. 9.31
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 9.31 Rs. 1.86
Rate for 8000 Ltrs Rs. 44.34
Rate for 1000 Ltrs Rs. 5.54
0.14 add overheads and contractors profit at 5.54 Rs. 0.75
13.615% on Rs.
Total rate for 1000 Ltrs Rs. 6.29

F) For Bricks (per 1000 Nos):

1 Lead up to 1 Km:
Out put = 3000 Nos Rate Per Amount
0.15 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 48.23
capacity @ Rs.
0.15 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 48.12
capacity @ Rs.
0.15 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 27.93
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 27.93 Rs. 5.59
Rate for 3000 Nos Rs. 129.87
Rate for 1000 Nos Rs. 43.29
0.14 add overheads and contractors profit at 43.29 Rs. 5.89
13.615% on Rs.
Total rate for 1000 Nos Rs. 49.18

2 Lead up to 2 Km:
Out put = 3000 Nos Rate Per Amount
0.21 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 67.52
capacity @ Rs.
0.21 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 67.37
capacity @ Rs.
0.21 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 39.10
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 39.10 Rs. 7.82
Rate for 3000 Nos Rs. 181.81
Rate for 1000 Nos Rs. 60.60
0.14 add overheads and contractors profit at 60.60 Rs. 8.25
13.615% on Rs.
Total rate for 1000 Nos Rs. 68.85

3 Lead up to 3 Km:
Out put = 3000 Nos Rate Per Amount
0.28 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 90.02
capacity @ Rs.
0.28 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 89.82
capacity @ Rs.
0.28 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 52.14
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 52.14 Rs. 10.43
Rate for 3000 Nos Rs. 242.41
Rate for 1000 Nos Rs. 80.80
0.14 add overheads and contractors profit at 80.80 Rs. 11.00
13.615% on Rs.
 Total rate for 1000 Nos Rs. 91.80

4 Lead up to 4 Km:
Out put = 3000 Nos Rate Per Amount
0.34 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 109.31
capacity @ Rs.
0.34 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 109.07
capacity @ Rs.
0.34 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 63.31
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 63.31 Rs. 12.66
Rate for 3000 Nos Rs. 294.35
Rate for 1000 Nos Rs. 98.12
0.14 add overheads and contractors profit at 98.12 Rs. 13.36
13.615% on Rs.
Total rate for 1000 Nos Rs. 111.48

5 Lead up to 5 Km:
Out put = 3000 Nos Rate Per Amount
0.40 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 128.60
capacity @ Rs.
0.40 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 128.32
capacity @ Rs.
0.40 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 74.48
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 74.48 Rs. 14.90
Rate for 3000 Nos Rs. 346.30
Rate for 1000 Nos Rs. 115.43
0.14 add overheads and contractors profit at 115.43 Rs. 15.72
13.615% on Rs.
Total rate for 1000 Nos Rs. 131.15

6 Lead for every Km beyond 5 Kms up to 30 Kms:

Out put = 3000 Nos Rate Per Amount
0.06 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 19.29
capacity @ Rs.
0.06 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 19.25
capacity @ Rs.
0.06 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 11.17
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 11.17 Rs. 2.23
Rate for 3000 Nos Rs. 51.94
Rate for 1000 Nos Rs. 17.31
0.14 add overheads and contractors profit at 17.31 Rs. 2.36
13.615% on Rs.
Total rate for 1000 Nos Rs. 19.67

7 Lead for every Km beyond 30 Kms:

Out put = 3000 Nos Rate Per Amount
0.05 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 16.08
capacity @ Rs.
0.05 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 16.04
capacity @ Rs.
0.05 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 9.31
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 9.31 Rs. 1.86
Rate for 3000 Nos Rs. 43.29
 Rate for 1000 Nos Rs. 14.43
0.14 add overheads and contractors profit at 14.43 Rs. 1.96
13.615% on Rs.
Total rate for 1000 Nos Rs. 16.39

LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE

CHARGES OF TRUCKS)
A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):
(i) Loading charges:
Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
Rate for 5.50 Cum Rs. 116.04
Rate for 1.00 Cum Rs. 21.1
0.14 add overheads and contractors profit at 21.10 Rs. 2.87
13.615% on Rs.
Total rate for 1.00 Cum Rs. 23.97

(ii) Unloading charges:

Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.005 day Head mazdoor 420.00 day Rs. 2.10
0.125 day Mazdoor 370.00 day Rs. 46.25
Rs. 48.35
0.20 add area allowance at 20% on Rs. 48.35 Rs. 9.67
Total labour charges Rs. 58.02
Rate for 5.50 Cum Rs. 58.02
Rate for 1.00 Cum Rs. 10.55
0.14 add overheads and contractors profit at 10.55 Rs. 1.44
13.615% on Rs.
Total rate for 1.00 Cum Rs. 11.99

B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed
slag, Stone for masonry work (per Cum):
(i) Loading charges:
Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.02 day Head mazdoor 420.00 day Rs. 8.40
0.50 day Mazdoor 370.00 day Rs. 185.00
Rs. 193.40
0.20 add area allowance at 20% on Rs. 193.40 Rs. 38.68
Total labour charges Rs. 232.08
Rate for 5.50 Cum Rs. 232.08
Rate for 1.00 Cum Rs. 42.2
0.14 add overheads and contractors profit at 42.20 Rs. 5.75
13.615% on Rs.
Total rate for 1.00 Cum Rs. 47.95

(ii) Unloading charges:

Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
 0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
Rate for 5.50 Cum Rs. 116.04
Rate for 1.00 Cum Rs. 21.1
0.14 add overheads and contractors profit at 21.10 Rs. 2.87
13.615% on Rs.
Total rate for 1.00 Cum Rs. 23.97

C) For Cement (per Tonne):

(i) Loading charges:
Out put = 10.00 MT Rate Per Amount
a) Labour:
0.06 day Head mazdoor 420.00 day Rs. 25.20
1.50 day Mazdoor 370.00 day Rs. 555.00
Rs. 580.20
0.20 add area allowance at 20% on Rs. 580.20 Rs. 116.04
Total labour charges Rs. 696.24
Rate for 10.00 MT Rs. 696.24
Rate for 1.00 MT Rs. 69.62
0.14 add overheads and contractors profit at 69.62 Rs. 9.48
13.615% on Rs.
Total rate for 1.00 MT Rs. 79.10

(ii) Unloading & Stacking charges:

Out put = 10.00 MT Rate Per Amount
a) Labour:
0.06 day Head mazdoor 420.00 day Rs. 25.20
1.50 day Mazdoor 370.00 day Rs. 555.00
Rs. 580.20
0.20 add area allowance at 20% on Rs. 580.20 Rs. 116.04
Total labour charges Rs. 696.24
Rate for 10.00 MT Rs. 696.24
Rate for 1.00 MT Rs. 69.62
0.14 add overheads and contractors profit at 69.62 Rs. 9.48
13.615% on Rs.
Total rate for 1.00 MT Rs. 79.10

D) For Structural steel, Steel bars (per Tonne):

(i) Loading charges:
Out put = 10.00 MT Rate Per Amount
a) Labour:
0.07 day Head mazdoor 420.00 day Rs. 29.40
1.80 day Mazdoor 370.00 day Rs. 666.00
Rs. 695.40
0.20 add area allowance at 20% on Rs. 695.40 Rs. 139.08
Total labour charges Rs. 834.48
Rate for 10.00 MT Rs. 834.48
Rate for 1.00 MT Rs. 83.45
0.14 add overheads and contractors profit at 83.45 Rs. 11.36
13.615% on Rs.
Total rate for 1.00 MT Rs. 94.81

(ii) Unloading & Stacking charges:

Out put = 10.00 MT Rate Per Amount
a) Labour:
0.07 day Head mazdoor 420.00 day Rs. 29.40
1.80 day Mazdoor 370.00 day Rs. 666.00
Rs. 695.40
 0.20 add area allowance at 20% on Rs. 695.40 Rs. 139.08
Total labour charges Rs. 834.48
Rate for 10.00 MT Rs. 834.48
Rate for 1.00 MT Rs. 83.45
0.14 add overheads and contractors profit at 83.45 Rs. 11.36
13.615% on Rs.
Total rate for 1.00 MT Rs. 94.81

E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:
Out put = 2000.00 Nos Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
Rate for 2000 Nos Rs. 116.04
Rate for 1000 Nos Rs. 58.02
0.14 add overheads and contractors profit at 58.02 Rs. 7.90
13.615% on Rs.
Total rate for 1000 Nos Rs. 65.92

(ii) Unloading & Stacking charges:

Out put = 2000.00 Nos Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
Rate for 2000 Nos Rs. 116.04
Rate for 1000 Nos Rs. 58.02
0.14 add overheads and contractors profit at 58.02 Rs. 7.90
13.615% on Rs.
Total rate for 1000 Nos Rs. 65.92

LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES
OF TRUCKS)
A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):
(i) Loading charges:
Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
b) Machinery:
0.50 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 160.75
capacity @ Rs.
0.50 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 160.40
capacity @ Rs.
0.50 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 93.10
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 93.10 Rs. 18.62
Total machinery charges Rs. 432.87
 Total labour and machinery charges Rs. 548.91
Rate for 5.50 Cum Rs. 548.91
Rate for 1.00 Cum Rs. 99.8
0.14 add overheads and contractors profit at 99.80 Rs. 13.59
13.615% on Rs.
Total rate for 1.00 Cum Rs. 113.39

(ii) Unloading charges:

Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.005 day Head mazdoor 420.00 day Rs. 2.10
0.125 day Mazdoor 370.00 day Rs. 46.25
Rs. 48.35
0.20 add area allowance at 20% on Rs. 48.35 Rs. 9.67
Total labour charges Rs. 58.02
b) Machinery:
0.166 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 53.37
capacity @ Rs.
0.166 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 53.25
capacity @ Rs.
0.166 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 30.91
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 30.91 Rs. 6.18
Total machinery charges Rs. 143.71
Total labour and machinery charges Rs. 201.73
Rate for 5.50 Cum Rs. 201.73
Rate for 1.00 Cum Rs. 36.68
0.14 add overheads and contractors profit at 36.68 Rs. 4.99
13.615% on Rs.
Total rate for 1.00 Cum Rs. 41.67

B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed
slag, Stone for machinery work (per Cum):
(i) Loading charges:
Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.02 day Head mazdoor 420.00 day Rs. 8.40
0.50 day Mazdoor 370.00 day Rs. 185.00
Rs. 193.40
0.20 add area allowance at 20% on Rs. 193.40 Rs. 38.68
Total labour charges Rs. 232.08
b) Machinery:
0.50 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 160.75
capacity @ Rs.
0.50 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 160.40
capacity @ Rs.
0.50 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 93.10
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 93.10 Rs. 18.62
Total machinery charges Rs. 432.87
Total labour and machinery charges Rs. 664.95
Rate for 5.50 Cum Rs. 664.95
Rate for 1.00 Cum Rs. 120.9
0.14 add overheads and contractors profit at 120.90 Rs. 16.46
13.615% on Rs.
Total rate for 1.00 Cum Rs. 137.36
 (ii) Unloading charges:
Out put = 5.50 Cum Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
b) Machinery:
0.25 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 80.38
capacity @ Rs.
0.25 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 80.20
capacity @ Rs.
0.25 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 46.55
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 46.55 Rs. 9.31
Total machinery charges Rs. 216.44
Total labour and machinery charges Rs. 332.48
Rate for 5.50 Cum Rs. 332.48
Rate for 1.00 Cum Rs. 60.45
0.14 add overheads and contractors profit at 60.45 Rs. 8.23
13.615% on Rs.
Total rate for 1.00 Cum Rs. 68.68

C) For Cement (per Tonne):

(i) Loading charges:
Out put = 10.00 MT Rate Per Amount
a) Labour:
0.06 day Head mazdoor 420.00 day Rs. 25.20
1.50 day Mazdoor 370.00 day Rs. 555.00
Rs. 580.20
0.20 add area allowance at 20% on Rs. 580.20 Rs. 116.04
Total labour charges Rs. 696.24
b) Machinery:
1.00 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 321.50
capacity @ Rs.
1.00 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 320.80
capacity @ Rs.
1.00 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 186.20
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 186.20 Rs. 37.24
Total machinery charges Rs. 865.74
Total labour and machinery charges Rs. 1561.98
Rate for 10.00 MT Rs. 1561.98
Rate for 1.00 MT Rs. 156.2
0.14 add overheads and contractors profit at 156.20 Rs. 21.27
13.615% on Rs.
Total rate for 1.00 MT Rs. 177.47

(ii) Unloading & Stacking charges:

Out put = 10.00 MT Rate Per Amount
a) Labour:
0.07 day Head mazdoor 420.00 day Rs. 29.40
1.80 day Mazdoor 370.00 day Rs. 666.00
Rs. 695.40
0.20 add area allowance at 20% on Rs. 695.40 Rs. 139.08
Total labour charges Rs. 834.48
 b) Machinery:
1.00 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 321.50
capacity @ Rs.
1.00 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 320.80
capacity @ Rs.
1.00 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 186.20
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 186.20 Rs. 37.24
Total machinery charges Rs. 865.74
Total labour and machinery charges Rs. 1700.22
Rate for 10.00 MT Rs. 1700.22
Rate for 1.00 MT Rs. 170.02
0.14 add overheads and contractors profit at 170.02 Rs. 23.15
13.615% on Rs.
Total rate for 1.00 MT Rs. 193.17

D) For Structural steel, Steel bars (per Tonne):

(i) Loading charges:
Out put = 10.00 MT Rate Per Amount
a) Labour:
0.07 day Head mazdoor 420.00 day Rs. 29.40
1.80 day Mazdoor 370.00 day Rs. 666.00
Rs. 695.40
0.20 add area allowance at 20% on Rs. 695.40 Rs. 139.08
Total labour charges Rs. 834.48
b) Machinery:
1.00 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 321.50
capacity @ Rs.
1.00 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 320.80
capacity @ Rs.
1.00 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 186.20
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 186.20 Rs. 37.24
Total machinery charges Rs. 865.74
Total labour and machinery charges Rs. 1700.22
Rate for 10.00 MT Rs. 1700.22
Rate for 1.00 MT Rs. 170.02
0.14 add overheads and contractors profit at 170.02 Rs. 23.15
13.615% on Rs.
Total rate for 1.00 MT Rs. 193.17

(ii) Unloading & Stacking charges:

Out put = 10.00 MT Rate Per Amount
a) Labour:
0.07 day Head mazdoor 420.00 day Rs. 29.40
1.80 day Mazdoor 370.00 day Rs. 666.00
Rs. 695.40
0.20 add area allowance at 20% on Rs. 695.40 Rs. 139.08
Total labour charges Rs. 834.48
b) Machinery:
1.00 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 321.50
capacity @ Rs.
1.00 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 320.80
capacity @ Rs.
1.00 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 186.20
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 186.20 Rs. 37.24
 Total machinery charges Rs. 865.74
Total labour and machinery charges Rs. 1700.22
Rate for 10.00 MT Rs. 1700.22
Rate for 1.00 MT Rs. 170.02
0.14 add overheads and contractors profit at 170.02 Rs. 23.15
13.615% on Rs.
Total rate for 1.00 MT Rs. 193.17

E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:
Out put = 2000.00 Nos Rate Per Amount
a) Labour:
0.01 day Head mazdoor 420.00 day Rs. 4.20
0.25 day Mazdoor 370.00 day Rs. 92.50
Rs. 96.70
0.20 add area allowance at 20% on Rs. 96.70 Rs. 19.34
Total labour charges Rs. 116.04
b) Machinery:
0.33 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 106.10
capacity @ Rs.
0.33 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 105.86
capacity @ Rs.
0.33 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 61.45
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 61.45 Rs. 12.29
Total machinery charges Rs. 285.70
Total labour and machinery charges Rs. 401.74
Rate for 2000 Nos Rs. 401.74
Rate for 1000 Nos Rs. 200.87
0.14 add overheads and contractors profit at 200.87 Rs. 27.35
13.615% on Rs.
Total rate for 1000 Nos Rs. 228.22

(ii) Unloading & Stacking charges:

Out put = 2000.00 Nos Rate Per Amount
a) Labour:
0.06 day Head mazdoor 420.00 day Rs. 25.20
1.50 day Mazdoor 370.00 day Rs. 555.00
Rs. 580.20
0.20 add area allowance at 20% on Rs. 580.20 Rs. 116.04
Total labour charges Rs. 696.24
b) Machinery:
1.00 Hrs. hire charges of Truck 10 Tonnes 321.50 Hour Rs. 321.50
capacity @ Rs.
1.00 Hrs. fuel charges of Truck 10 Tonnes 320.80 Hour Rs. 320.80
capacity @ Rs.
1.00 Hrs. crew charges of Truck 10 Tonnes 186.20 Hour Rs. 186.20
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 186.20 Rs. 37.24
Total machinery charges Rs. 865.74
Total labour and machinery charges Rs. 1561.98
Rate for 2000 Nos Rs. 1561.98
Rate for 1000 Nos Rs. 780.99
0.14 add overheads and contractors profit at 780.99 Rs. 106.33
13.615% on Rs.
Total rate for 1000 Nos Rs. 887.32
LOADING & UNLOADING CHARGES BY MECHANICAL MEANS (INCLUDING IDLE HIRE
CHARGES OF TRUCKS)
A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):
(i) Loading charges:
Out put = 5.50 Cum Rate Per Amount
a) Machinery:
0.11 Hrs. hire charges of Tipper 10 Tonnes 321.50 Hour Rs. 35.37
capacity @ Rs.
0.11 Hrs. fuel charges of Tipper 10 Tonnes 320.80 Hour Rs. 35.29
capacity @ Rs.
0.11 Hrs. crew charges of Tipper 10 Tonnes 186.20 Hour Rs. 20.48
capacity @ Rs.
0.06 Hrs. FE loader 1.00 Cum bucket capacity @ 1432.00 Hour Rs. 85.92
45 Cum including Hire charges, fuel charges
and crew charges @ Rs.

0.20 add area allowance at 20% on Rs. 0.00 Rs. 0.00

Total machinery charges Rs. 177.06
Rate for 5.50 Cum Rs. 177.06
Rate for 1.00 Cum Rs. 32.19
0.14 add overheads and contractors profit at 32.19 Rs. 4.38
13.615% on Rs.
Total rate for 1.00 Cum Rs. 36.57

(ii) Unloading charges:

Out put = 5.50 Cum Rate Per Amount
a) Machinery:
0.08 Hrs. hire charges of Tipper 10 Tonnes 321.50 Hour Rs. 25.72
capacity @ Rs.
0.08 Hrs. fuel charges of Tipper 10 Tonnes 320.80 Hour Rs. 25.66
capacity @ Rs.
0.08 Hrs. crew charges of Tipper 10 Tonnes 186.20 Hour Rs. 14.90
capacity @ Rs.
0.20 add area allowance at 20% on Rs. 14.90 Rs. 2.98
Total machinery charges Rs. 69.26
Rate for 5.50 Cum Rs. 69.26
Rate for 1.00 Cum Rs. 12.59
0.14 add overheads and contractors profit at 12.59 Rs. 1.71
13.615% on Rs.
Total rate for 1.00 Cum Rs. 14.30

B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed
slag, Stone for machinery work (per Cum):
(i) Loading charges:
Out put = 5.50 Cum Rate Per Amount
a) Machinery:
0.17 Hrs. hire charges of Tipper 10 Tonnes 321.50 Hour Rs. 54.66
capacity @ Rs.
0.17 Hrs. fuel charges of Tipper 10 Tonnes 320.80 Hour Rs. 54.54
capacity @ Rs.
0.17 Hrs. crew charges of Tipper 10 Tonnes 186.20 Hour Rs. 31.65
capacity @ Rs.
0.12 Hrs. FE loader 1.00 Cum bucket capacity @ 1432.00 Hour Rs. 171.84
45 Cum including Hire charges, fuel charges
and crew charges @ Rs.

0.20 add area allowance at 20% on Rs. 0.00 Rs. 0.00

Total machinery charges Rs. 312.69
 Rate for 5.50 Cum Rs. 312.69
Rate for 1.00 Cum Rs. 56.85
0.14 add overheads and contractors profit at 56.85 Rs. 7.74
13.615% on Rs.
Total rate for 1.00 Cum Rs. 64.59
 CONVEYANCE CHARGES AS PER COMMON SSR 2017 - 2018

PCC
Rubble/Size Cement/Steel/RC
Earth/Sand/ Slabs/Shabad
Sl. Lead in Stone/Cut C poles/A.C & G.I
Gravel/Murru Slabs/CC & Water Bricks
No Kms Stone/Coarse Sheets/Packed
m/Lime/Surki Laterite
aggregates materials
Blocks/Wood
### 1 1.00 0.00 0.00 0.00 0.00 0.00 0.00
2 2.00 12.15 12.15 7.58 17.86 7.56 19.67
3 3.00 26.31 26.31 16.45 38.71 16.38 42.62
4 4.00 38.47 38.47 24.04 56.57 23.93 62.30
5 5.00 50.62 50.62 31.64 74.44 31.49 81.97
6 6.00 62.77 62.77 39.23 92.30 39.05 101.64
7 7.00 74.92 74.92 46.82 110.16 46.61 121.31
8 8.00 87.07 87.07 54.41 128.02 54.17 140.98
9 9.00 99.22 99.22 62.00 145.88 61.73 160.65
10 10.00 111.37 111.37 69.59 163.74 69.29 180.32
11 11.00 123.52 123.52 77.18 181.60 76.85 199.99
12 12.00 135.67 135.67 84.77 199.46 84.41 219.66
13 13.00 147.82 147.82 92.36 217.32 91.97 239.33
14 14.00 159.97 159.97 99.95 235.18 99.53 259.00
15 15.00 172.12 172.12 107.54 253.04 107.09 278.67
16 16.00 184.27 184.27 115.13 270.90 114.65 298.34
17 17.00 196.42 196.42 122.72 288.76 122.21 318.01
18 18.00 208.57 208.57 130.31 306.62 129.77 337.68
19 19.00 220.72 220.72 137.90 324.48 137.33 357.35
20 20.00 232.87 232.87 145.49 342.34 144.89 377.02
21 21.00 245.02 245.02 153.08 360.20 152.45 396.69
22 22.00 257.17 257.17 160.67 378.06 160.01 416.36
23 23.00 269.32 269.32 168.26 395.92 167.57 436.03
24 24.00 281.47 281.47 175.85 413.78 175.13 455.70
25 25.00 293.62 293.62 183.44 431.64 182.69 475.37
26 26.00 305.77 305.77 191.03 449.50 190.25 495.04
27 27.00 317.92 317.92 198.62 467.36 197.81 514.71
28 28.00 330.07 330.07 206.21 485.22 205.37 534.38
29 29.00 342.22 342.22 213.80 503.08 212.93 554.05
30 30.00 354.37 354.37 221.39 520.94 220.49 573.72
31 31.00 364.49 364.49 227.72 535.83 226.78 590.11
32 32.00 374.61 374.61 234.05 550.72 233.07 606.50
33 33.00 384.73 384.73 240.38 565.61 239.36 622.89
34 34.00 394.85 394.85 246.71 580.50 245.65 639.28
35 35.00 404.97 404.97 253.04 595.39 251.94 655.67
36 36.00 415.09 415.09 259.37 610.28 258.23 672.06
37 37.00 425.21 425.21 265.70 625.17 264.52 688.45
38 38.00 435.33 435.33 272.03 640.06 270.81 704.84
39 39.00 445.45 445.45 278.36 654.95 277.10 721.23
40 40.00 455.57 455.57 284.69 669.84 283.39 737.62
41 41.00 465.69 465.69 291.02 684.73 289.68 754.01
42 42.00 475.81 475.81 297.35 699.62 295.97 770.40
43 43.00 485.93 485.93 303.68 714.51 302.26 786.79
44 44.00 496.05 496.05 310.01 729.40 308.55 803.18
45 45.00 506.17 506.17 316.34 744.29 314.84 819.57
46 46.00 516.29 516.29 322.67 759.18 321.13 835.96
47 47.00 526.41 526.41 329.00 774.07 327.42 852.35
48 48.00 536.53 536.53 335.33 788.96 333.71 868.74
49 49.00 546.65 546.65 341.66 803.85 340.00 885.13
50 50.00 556.77 556.77 347.99 818.74 346.29 901.52
51 51.00 566.89 566.89 354.32 833.63 352.58 917.91
52 52.00 577.01 577.01 360.65 848.52 358.87 934.30
 53 53.00 587.13 587.13 366.98 863.41 365.16 950.69
54 54.00 597.25 597.25 373.31 878.30 371.45 967.08
55 55.00 607.37 607.37 379.64 893.19 377.74 983.47
56 56.00 617.49 617.49 385.97 908.08 384.03 999.86
57 57.00 627.61 627.61 392.30 922.97 390.32 1016.25
58 58.00 637.73 637.73 398.63 937.86 396.61 1032.64
59 59.00 647.85 647.85 404.96 952.75 402.90 1049.03
60 60.00 657.97 657.97 411.29 967.64 409.19 1065.42
61 61.00 668.09 668.09 417.62 982.53 415.48 1081.81
62 62.00 678.21 678.21 423.95 997.42 421.77 1098.20
63 63.00 688.33 688.33 430.28 1012.31 428.06 1114.59
64 64.00 698.45 698.45 436.61 1027.20 434.35 1130.98
65 65.00 708.57 708.57 442.94 1042.09 440.64 1147.37
66 66.00 718.69 718.69 449.27 1056.98 446.93 1163.76
67 67.00 728.81 728.81 455.60 1071.87 453.22 1180.15
68 68.00 738.93 738.93 461.93 1086.76 459.51 1196.54
69 69.00 749.05 749.05 468.26 1101.65 465.80 1212.93
70 70.00 759.17 759.17 474.59 1116.54 472.09 1229.32
71 71.00 769.29 769.29 480.92 1131.43 478.38 1245.71
72 72.00 779.41 779.41 487.25 1146.32 484.67 1262.10
73 73.00 789.53 789.53 493.58 1161.21 490.96 1278.49
74 74.00 799.65 799.65 499.91 1176.10 497.25 1294.88
75 75.00 809.77 809.77 506.24 1190.99 503.54 1311.27
76 76.00 819.89 819.89 512.57 1205.88 509.83 1327.66
77 77.00 830.01 830.01 518.90 1220.77 516.12 1344.05
78 78.00 840.13 840.13 525.23 1235.66 522.41 1360.44
79 79.00 850.25 850.25 531.56 1250.55 528.70 1376.83
80 80.00 860.37 860.37 537.89 1265.44 534.99 1393.22
81 81.00 870.49 870.49 544.22 1280.33 541.28 1409.61
82 82.00 880.61 880.61 550.55 1295.22 547.57 1426.00
83 83.00 890.73 890.73 556.88 1310.11 553.86 1442.39
84 84.00 900.85 900.85 563.21 1325.00 560.15 1458.78
85 85.00 910.97 910.97 569.54 1339.89 566.44 1475.17
86 86.00 921.09 921.09 575.87 1354.78 572.73 1491.56
87 87.00 931.21 931.21 582.20 1369.67 579.02 1507.95
88 88.00 941.33 941.33 588.53 1384.56 585.31 1524.34
89 89.00 951.45 951.45 594.86 1399.45 591.60 1540.73
90 90.00 961.57 961.57 601.19 1414.34 597.89 1557.12
91 91.00 971.69 971.69 607.52 1429.23 604.18 1573.51
92 92.00 981.81 981.81 613.85 1444.12 610.47 1589.90
93 93.00 991.93 991.93 620.18 1459.01 616.76 1606.29
94 94.00 1002.05 1002.05 626.51 1473.90 623.05 1622.68
95 95.00 1012.17 1012.17 632.84 1488.79 629.34 1639.07
96 96.00 1022.29 1022.29 639.17 1503.68 635.63 1655.46
97 97.00 1032.41 1032.41 645.50 1518.57 641.92 1671.85
98 98.00 1042.53 1042.53 651.83 1533.46 648.21 1688.24
99 99.00 1052.65 1052.65 658.16 1548.35 654.50 1704.63
100 100.00 1062.77 1062.77 664.49 1563.24 660.79 1721.02
101 101.00 1072.89 1072.89 670.82 1578.13 667.08 1737.41
102 102.00 1083.01 1083.01 677.15 1593.02 673.37 1753.80
103 103.00 1093.13 1093.13 683.48 1607.91 679.66 1770.19
104 104.00 1103.25 1103.25 689.81 1622.80 685.95 1786.58
105 105.00 1113.37 1113.37 696.14 1637.69 692.24 1802.97
106 106.00 1123.49 1123.49 702.47 1652.58 698.53 1819.36
107 107.00 1133.61 1133.61 708.80 1667.47 704.82 1835.75
108 108.00 1143.73 1143.73 715.13 1682.36 711.11 1852.14
109 109.00 1153.85 1153.85 721.46 1697.25 717.40 1868.53
110 110.00 1163.97 1163.97 727.79 1712.14 723.69 1884.92
111 111.00 1174.09 1174.09 734.12 1727.03 729.98 1901.31
112 112.00 1184.21 1184.21 740.45 1741.92 736.27 1917.70
113 113.00 1194.33 1194.33 746.78 1756.81 742.56 1934.09
114 114.00 1204.45 1204.45 753.11 1771.70 748.85 1950.48
115 115.00 1214.57 1214.57 759.44 1786.59 755.14 1966.87
116 116.00 1224.69 1224.69 765.77 1801.48 761.43 1983.26
117 117.00 1234.81 1234.81 772.10 1816.37 767.72 1999.65
118 118.00 1244.93 1244.93 778.43 1831.26 774.01 2016.04
119 119.00 1255.05 1255.05 784.76 1846.15 780.30 2032.43
120 120.00 1265.17 1265.17 791.09 1861.04 786.59 2048.82
121 121.00 1275.29 1275.29 797.42 1875.93 792.88 2065.21
122 122.00 1285.41 1285.41 803.75 1890.82 799.17 2081.60
123 123.00 1295.53 1295.53 810.08 1905.71 805.46 2097.99
124 124.00 1305.65 1305.65 816.41 1920.60 811.75 2114.38
125 125.00 1315.77 1315.77 822.74 1935.49 818.04 2130.77
126 126.00 1325.89 1325.89 829.07 1950.38 824.33 2147.16
127 127.00 1336.01 1336.01 835.40 1965.27 830.62 2163.55
128 128.00 1346.13 1346.13 841.73 1980.16 836.91 2179.94
129 129.00 1356.25 1356.25 848.06 1995.05 843.20 2196.33
130 130.00 1366.37 1366.37 854.39 2009.94 849.49 2212.72
131 131.00 1376.49 1376.49 860.72 2024.83 855.78 2229.11
132 132.00 1386.61 1386.61 867.05 2039.72 862.07 2245.50
133 133.00 1396.73 1396.73 873.38 2054.61 868.36 2261.89
134 134.00 1406.85 1406.85 879.71 2069.50 874.65 2278.28
135 135.00 1416.97 1416.97 886.04 2084.39 880.94 2294.67
136 136.00 1427.09 1427.09 892.37 2099.28 887.23 2311.06
137 137.00 1437.21 1437.21 898.70 2114.17 893.52 2327.45
138 138.00 1447.33 1447.33 905.03 2129.06 899.81 2343.84
139 139.00 1457.45 1457.45 911.36 2143.95 906.10 2360.23
140 140.00 1467.57 1467.57 917.69 2158.84 912.39 2376.62
141 141.00 1477.69 1477.69 924.02 2173.73 918.68 2393.01
142 142.00 1487.81 1487.81 930.35 2188.62 924.97 2409.40
143 143.00 1497.93 1497.93 936.68 2203.51 931.26 2425.79
144 144.00 1508.05 1508.05 943.01 2218.40 937.55 2442.18
145 145.00 1518.17 1518.17 949.34 2233.29 943.84 2458.57
146 146.00 1528.29 1528.29 955.67 2248.18 950.13 2474.96
147 147.00 1538.41 1538.41 962.00 2263.07 956.42 2491.35
148 148.00 1548.53 1548.53 968.33 2277.96 962.71 2507.74
149 149.00 1558.65 1558.65 974.66 2292.85 969.00 2524.13
150 150.00 1568.77 1568.77 980.99 2307.74 975.29 2540.52
151 151.00 1578.89 1578.89 987.32 2322.63 981.58 2556.91
152 152.00 1589.01 1589.01 993.65 2337.52 987.87 2573.30
153 153.00 1599.13 1599.13 999.98 2352.41 994.16 2589.69
154 154.00 1609.25 1609.25 1006.31 2367.30 1000.45 2606.08
155 155.00 1619.37 1619.37 1012.64 2382.19 1006.74 2622.47
156 156.00 1629.49 1629.49 1018.97 2397.08 1013.03 2638.86
157 157.00 1639.61 1639.61 1025.30 2411.97 1019.32 2655.25
158 158.00 1649.73 1649.73 1031.63 2426.86 1025.61 2671.64
159 159.00 1659.85 1659.85 1037.96 2441.75 1031.90 2688.03
160 160.00 1669.97 1669.97 1044.29 2456.64 1038.19 2704.42
161 161.00 1680.09 1680.09 1050.62 2471.53 1044.48 2720.81
162 162.00 1690.21 1690.21 1056.95 2486.42 1050.77 2737.20
163 163.00 1700.33 1700.33 1063.28 2501.31 1057.06 2753.59
164 164.00 1710.45 1710.45 1069.61 2516.20 1063.35 2769.98
165 165.00 1720.57 1720.57 1075.94 2531.09 1069.64 2786.37
166 166.00 1730.69 1730.69 1082.27 2545.98 1075.93 2802.76
167 167.00 1740.81 1740.81 1088.60 2560.87 1082.22 2819.15
168 168.00 1750.93 1750.93 1094.93 2575.76 1088.51 2835.54
169 169.00 1761.05 1761.05 1101.26 2590.65 1094.80 2851.93
170 170.00 1771.17 1771.17 1107.59 2605.54 1101.09 2868.32
171 171.00 1781.29 1781.29 1113.92 2620.43 1107.38 2884.71
172 172.00 1791.41 1791.41 1120.25 2635.32 1113.67 2901.10
173 173.00 1801.53 1801.53 1126.58 2650.21 1119.96 2917.49
174 174.00 1811.65 1811.65 1132.91 2665.10 1126.25 2933.88
175 175.00 1821.77 1821.77 1139.24 2679.99 1132.54 2950.27
176 176.00 1831.89 1831.89 1145.57 2694.88 1138.83 2966.66
177 177.00 1842.01 1842.01 1151.90 2709.77 1145.12 2983.05
178 178.00 1852.13 1852.13 1158.23 2724.66 1151.41 2999.44
179 179.00 1862.25 1862.25 1164.56 2739.55 1157.70 3015.83
180 180.00 1872.37 1872.37 1170.89 2754.44 1163.99 3032.22
181 181.00 1882.49 1882.49 1177.22 2769.33 1170.28 3048.61
182 182.00 1892.61 1892.61 1183.55 2784.22 1176.57 3065.00
183 183.00 1902.73 1902.73 1189.88 2799.11 1182.86 3081.39
184 184.00 1912.85 1912.85 1196.21 2814.00 1189.15 3097.78
185 185.00 1922.97 1922.97 1202.54 2828.89 1195.44 3114.17
186 186.00 1933.09 1933.09 1208.87 2843.78 1201.73 3130.56
187 187.00 1943.21 1943.21 1215.20 2858.67 1208.02 3146.95
188 188.00 1953.33 1953.33 1221.53 2873.56 1214.31 3163.34
189 189.00 1963.45 1963.45 1227.86 2888.45 1220.60 3179.73
190 190.00 1973.57 1973.57 1234.19 2903.34 1226.89 3196.12
191 191.00 1983.69 1983.69 1240.52 2918.23 1233.18 3212.51
192 192.00 1993.81 1993.81 1246.85 2933.12 1239.47 3228.90
193 193.00 2003.93 2003.93 1253.18 2948.01 1245.76 3245.29
194 194.00 2014.05 2014.05 1259.51 2962.90 1252.05 3261.68
195 195.00 2024.17 2024.17 1265.84 2977.79 1258.34 3278.07
196 196.00 2034.29 2034.29 1272.17 2992.68 1264.63 3294.46
197 197.00 2044.41 2044.41 1278.50 3007.57 1270.92 3310.85
198 198.00 2054.53 2054.53 1284.83 3022.46 1277.21 3327.24
199 199.00 2064.65 2064.65 1291.16 3037.35 1283.50 3343.63
200 200.00 2074.77 2074.77 1297.49 3052.24 1289.79 3360.02
201 201.00 2084.89 2084.89 1303.82 3067.13 1296.08 3376.41
202 202.00 2095.01 2095.01 1310.15 3082.02 1302.37 3392.80
203 203.00 2105.13 2105.13 1316.48 3096.91 1308.66 3409.19
204 204.00 2115.25 2115.25 1322.81 3111.80 1314.95 3425.58
205 205.00 2125.37 2125.37 1329.14 3126.69 1321.24 3441.97
206 206.00 2135.49 2135.49 1335.47 3141.58 1327.53 3458.36
207 207.00 2145.61 2145.61 1341.80 3156.47 1333.82 3474.75
208 208.00 2155.73 2155.73 1348.13 3171.36 1340.11 3491.14
209 209.00 2165.85 2165.85 1354.46 3186.25 1346.40 3507.53
210 210.00 2175.97 2175.97 1360.79 3201.14 1352.69 3523.92
211 211.00 2186.09 2186.09 1367.12 3216.03 1358.98 3540.31
212 212.00 2196.21 2196.21 1373.45 3230.92 1365.27 3556.70
213 213.00 2206.33 2206.33 1379.78 3245.81 1371.56 3573.09
214 214.00 2216.45 2216.45 1386.11 3260.70 1377.85 3589.48
215 215.00 2226.57 2226.57 1392.44 3275.59 1384.14 3605.87
216 216.00 2236.69 2236.69 1398.77 3290.48 1390.43 3622.26
217 217.00 2246.81 2246.81 1405.10 3305.37 1396.72 3638.65
218 218.00 2256.93 2256.93 1411.43 3320.26 1403.01 3655.04
219 219.00 2267.05 2267.05 1417.76 3335.15 1409.30 3671.43
220 220.00 2277.17 2277.17 1424.09 3350.04 1415.59 3687.82
221 221.00 2287.29 2287.29 1430.42 3364.93 1421.88 3704.21
222 222.00 2297.41 2297.41 1436.75 3379.82 1428.17 3720.60
223 223.00 2307.53 2307.53 1443.08 3394.71 1434.46 3736.99
224 224.00 2317.65 2317.65 1449.41 3409.60 1440.75 3753.38
225 225.00 2327.77 2327.77 1455.74 3424.49 1447.04 3769.77
226 226.00 2337.89 2337.89 1462.07 3439.38 1453.33 3786.16
227 227.00 2348.01 2348.01 1468.40 3454.27 1459.62 3802.55
228 228.00 2358.13 2358.13 1474.73 3469.16 1465.91 3818.94
229 229.00 2368.25 2368.25 1481.06 3484.05 1472.20 3835.33
230 230.00 2378.37 2378.37 1487.39 3498.94 1478.49 3851.72
231 231.00 2388.49 2388.49 1493.72 3513.83 1484.78 3868.11
232 232.00 2398.61 2398.61 1500.05 3528.72 1491.07 3884.50
233 233.00 2408.73 2408.73 1506.38 3543.61 1497.36 3900.89
234 234.00 2418.85 2418.85 1512.71 3558.50 1503.65 3917.28
235 235.00 2428.97 2428.97 1519.04 3573.39 1509.94 3933.67
236 236.00 2439.09 2439.09 1525.37 3588.28 1516.23 3950.06
237 237.00 2449.21 2449.21 1531.70 3603.17 1522.52 3966.45
238 238.00 2459.33 2459.33 1538.03 3618.06 1528.81 3982.84
239 239.00 2469.45 2469.45 1544.36 3632.95 1535.10 3999.23
240 240.00 2479.57 2479.57 1550.69 3647.84 1541.39 4015.62
241 241.00 2489.69 2489.69 1557.02 3662.73 1547.68 4032.01
242 242.00 2499.81 2499.81 1563.35 3677.62 1553.97 4048.40
243 243.00 2509.93 2509.93 1569.68 3692.51 1560.26 4064.79
244 244.00 2520.05 2520.05 1576.01 3707.40 1566.55 4081.18
245 245.00 2530.17 2530.17 1582.34 3722.29 1572.84 4097.57
246 246.00 2540.29 2540.29 1588.67 3737.18 1579.13 4113.96
247 247.00 2550.41 2550.41 1595.00 3752.07 1585.42 4130.35
248 248.00 2560.53 2560.53 1601.33 3766.96 1591.71 4146.74
249 249.00 2570.65 2570.65 1607.66 3781.85 1598.00 4163.13
250 250.00 2580.77 2580.77 1613.99 3796.74 1604.29 4179.52
251 251.00 2590.89 2590.89 1620.32 3811.63 1610.58 4195.91
252 252.00 2601.01 2601.01 1626.65 3826.52 1616.87 4212.30
253 253.00 2611.13 2611.13 1632.98 3841.41 1623.16 4228.69
254 254.00 2621.25 2621.25 1639.31 3856.30 1629.45 4245.08
255 255.00 2631.37 2631.37 1645.64 3871.19 1635.74 4261.47
256 256.00 2641.49 2641.49 1651.97 3886.08 1642.03 4277.86
257 257.00 2651.61 2651.61 1658.30 3900.97 1648.32 4294.25
258 258.00 2661.73 2661.73 1664.63 3915.86 1654.61 4310.64
259 259.00 2671.85 2671.85 1670.96 3930.75 1660.90 4327.03
260 260.00 2681.97 2681.97 1677.29 3945.64 1667.19 4343.42
261 261.00 2692.09 2692.09 1683.62 3960.53 1673.48 4359.81
262 262.00 2702.21 2702.21 1689.95 3975.42 1679.77 4376.20
263 263.00 2712.33 2712.33 1696.28 3990.31 1686.06 4392.59
264 264.00 2722.45 2722.45 1702.61 4005.20 1692.35 4408.98
265 265.00 2732.57 2732.57 1708.94 4020.09 1698.64 4425.37
266 266.00 2742.69 2742.69 1715.27 4034.98 1704.93 4441.76
267 267.00 2752.81 2752.81 1721.60 4049.87 1711.22 4458.15
268 268.00 2762.93 2762.93 1727.93 4064.76 1717.51 4474.54
269 269.00 2773.05 2773.05 1734.26 4079.65 1723.80 4490.93
270 270.00 2783.17 2783.17 1740.59 4094.54 1730.09 4507.32
271 271.00 2793.29 2793.29 1746.92 4109.43 1736.38 4523.71
272 272.00 2803.41 2803.41 1753.25 4124.32 1742.67 4540.10
273 273.00 2813.53 2813.53 1759.58 4139.21 1748.96 4556.49
274 274.00 2823.65 2823.65 1765.91 4154.10 1755.25 4572.88
275 275.00 2833.77 2833.77 1772.24 4168.99 1761.54 4589.27
276 276.00 2843.89 2843.89 1778.57 4183.88 1767.83 4605.66
277 277.00 2854.01 2854.01 1784.90 4198.77 1774.12 4622.05
278 278.00 2864.13 2864.13 1791.23 4213.66 1780.41 4638.44
279 279.00 2874.25 2874.25 1797.56 4228.55 1786.70 4654.83
280 280.00 2884.37 2884.37 1803.89 4243.44 1792.99 4671.22
281 281.00 2894.49 2894.49 1810.22 4258.33 1799.28 4687.61
282 282.00 2904.61 2904.61 1816.55 4273.22 1805.57 4704.00
283 283.00 2914.73 2914.73 1822.88 4288.11 1811.86 4720.39
284 284.00 2924.85 2924.85 1829.21 4303.00 1818.15 4736.78
285 285.00 2934.97 2934.97 1835.54 4317.89 1824.44 4753.17
286 286.00 2945.09 2945.09 1841.87 4332.78 1830.73 4769.56
287 287.00 2955.21 2955.21 1848.20 4347.67 1837.02 4785.95
288 288.00 2965.33 2965.33 1854.53 4362.56 1843.31 4802.34
289 289.00 2975.45 2975.45 1860.86 4377.45 1849.60 4818.73
290 290.00 2985.57 2985.57 1867.19 4392.34 1855.89 4835.12
291 291.00 2995.69 2995.69 1873.52 4407.23 1862.18 4851.51
292 292.00 3005.81 3005.81 1879.85 4422.12 1868.47 4867.90
293 293.00 3015.93 3015.93 1886.18 4437.01 1874.76 4884.29
294 294.00 3026.05 3026.05 1892.51 4451.90 1881.05 4900.68
295 295.00 3036.17 3036.17 1898.84 4466.79 1887.34 4917.07
296 296.00 3046.29 3046.29 1905.17 4481.68 1893.63 4933.46
297 297.00 3056.41 3056.41 1911.50 4496.57 1899.92 4949.85
298 298.00 3066.53 3066.53 1917.83 4511.46 1906.21 4966.24
299 299.00 3076.65 3076.65 1924.16 4526.35 1912.50 4982.63
300 300.00 3086.77 3086.77 1930.49 4541.24 1918.79 4999.02
301 301.00 3096.89 3096.89 1936.82 4556.13 1925.08 5015.41
302 302.00 3107.01 3107.01 1943.15 4571.02 1931.37 5031.80
303 303.00 3117.13 3117.13 1949.48 4585.91 1937.66 5048.19
304 304.00 3127.25 3127.25 1955.81 4600.80 1943.95 5064.58
305 305.00 3137.37 3137.37 1962.14 4615.69 1950.24 5080.97
306 306.00 3147.49 3147.49 1968.47 4630.58 1956.53 5097.36
307 307.00 3157.61 3157.61 1974.80 4645.47 1962.82 5113.75
308 308.00 3167.73 3167.73 1981.13 4660.36 1969.11 5130.14
309 309.00 3177.85 3177.85 1987.46 4675.25 1975.40 5146.53
310 310.00 3187.97 3187.97 1993.79 4690.14 1981.69 5162.92
311 311.00 3198.09 3198.09 2000.12 4705.03 1987.98 5179.31
312 312.00 3208.21 3208.21 2006.45 4719.92 1994.27 5195.70
313 313.00 3218.33 3218.33 2012.78 4734.81 2000.56 5212.09
314 314.00 3228.45 3228.45 2019.11 4749.70 2006.85 5228.48
315 315.00 3238.57 3238.57 2025.44 4764.59 2013.14 5244.87
316 316.00 3248.69 3248.69 2031.77 4779.48 2019.43 5261.26
317 317.00 3258.81 3258.81 2038.10 4794.37 2025.72 5277.65
318 318.00 3268.93 3268.93 2044.43 4809.26 2032.01 5294.04
319 319.00 3279.05 3279.05 2050.76 4824.15 2038.30 5310.43
320 320.00 3289.17 3289.17 2057.09 4839.04 2044.59 5326.82
321 321.00 3299.29 3299.29 2063.42 4853.93 2050.88 5343.21
322 322.00 3309.41 3309.41 2069.75 4868.82 2057.17 5359.60
323 323.00 3319.53 3319.53 2076.08 4883.71 2063.46 5375.99
324 324.00 3329.65 3329.65 2082.41 4898.60 2069.75 5392.38
325 325.00 3339.77 3339.77 2088.74 4913.49 2076.04 5408.77
326 326.00 3349.89 3349.89 2095.07 4928.38 2082.33 5425.16
327 327.00 3360.01 3360.01 2101.40 4943.27 2088.62 5441.55
328 328.00 3370.13 3370.13 2107.73 4958.16 2094.91 5457.94
329 329.00 3380.25 3380.25 2114.06 4973.05 2101.20 5474.33
330 330.00 3390.37 3390.37 2120.39 4987.94 2107.49 5490.72
331 331.00 3400.49 3400.49 2126.72 5002.83 2113.78 5507.11
332 332.00 3410.61 3410.61 2133.05 5017.72 2120.07 5523.50
333 333.00 3420.73 3420.73 2139.38 5032.61 2126.36 5539.89
334 334.00 3430.85 3430.85 2145.71 5047.50 2132.65 5556.28
335 335.00 3440.97 3440.97 2152.04 5062.39 2138.94 5572.67
336 336.00 3451.09 3451.09 2158.37 5077.28 2145.23 5589.06
337 337.00 3461.21 3461.21 2164.70 5092.17 2151.52 5605.45
338 338.00 3471.33 3471.33 2171.03 5107.06 2157.81 5621.84
339 339.00 3481.45 3481.45 2177.36 5121.95 2164.10 5638.23
340 340.00 3491.57 3491.57 2183.69 5136.84 2170.39 5654.62
341 341.00 3501.69 3501.69 2190.02 5151.73 2176.68 5671.01
342 342.00 3511.81 3511.81 2196.35 5166.62 2182.97 5687.40
343 343.00 3521.93 3521.93 2202.68 5181.51 2189.26 5703.79
344 344.00 3532.05 3532.05 2209.01 5196.40 2195.55 5720.18
345 345.00 3542.17 3542.17 2215.34 5211.29 2201.84 5736.57
346 346.00 3552.29 3552.29 2221.67 5226.18 2208.13 5752.96
347 347.00 3562.41 3562.41 2228.00 5241.07 2214.42 5769.35
348 348.00 3572.53 3572.53 2234.33 5255.96 2220.71 5785.74
349 349.00 3582.65 3582.65 2240.66 5270.85 2227.00 5802.13
350 350.00 3592.77 3592.77 2246.99 5285.74 2233.29 5818.52
351 351.00 3602.89 3602.89 2253.32 5300.63 2239.58 5834.91
352 352.00 3613.01 3613.01 2259.65 5315.52 2245.87 5851.30
353 353.00 3623.13 3623.13 2265.98 5330.41 2252.16 5867.69
354 354.00 3633.25 3633.25 2272.31 5345.30 2258.45 5884.08
355 355.00 3643.37 3643.37 2278.64 5360.19 2264.74 5900.47
356 356.00 3653.49 3653.49 2284.97 5375.08 2271.03 5916.86
357 357.00 3663.61 3663.61 2291.30 5389.97 2277.32 5933.25
358 358.00 3673.73 3673.73 2297.63 5404.86 2283.61 5949.64
359 359.00 3683.85 3683.85 2303.96 5419.75 2289.90 5966.03
360 360.00 3693.97 3693.97 2310.29 5434.64 2296.19 5982.42
361 361.00 3704.09 3704.09 2316.62 5449.53 2302.48 5998.81
362 362.00 3714.21 3714.21 2322.95 5464.42 2308.77 6015.20
363 363.00 3724.33 3724.33 2329.28 5479.31 2315.06 6031.59
364 364.00 3734.45 3734.45 2335.61 5494.20 2321.35 6047.98
365 365.00 3744.57 3744.57 2341.94 5509.09 2327.64 6064.37
366 366.00 3754.69 3754.69 2348.27 5523.98 2333.93 6080.76
367 367.00 3764.81 3764.81 2354.60 5538.87 2340.22 6097.15
368 368.00 3774.93 3774.93 2360.93 5553.76 2346.51 6113.54
369 369.00 3785.05 3785.05 2367.26 5568.65 2352.80 6129.93
370 370.00 3795.17 3795.17 2373.59 5583.54 2359.09 6146.32
371 371.00 3805.29 3805.29 2379.92 5598.43 2365.38 6162.71
372 372.00 3815.41 3815.41 2386.25 5613.32 2371.67 6179.10
373 373.00 3825.53 3825.53 2392.58 5628.21 2377.96 6195.49
374 374.00 3835.65 3835.65 2398.91 5643.10 2384.25 6211.88
375 375.00 3845.77 3845.77 2405.24 5657.99 2390.54 6228.27
376 376.00 3855.89 3855.89 2411.57 5672.88 2396.83 6244.66
377 377.00 3866.01 3866.01 2417.90 5687.77 2403.12 6261.05
378 378.00 3876.13 3876.13 2424.23 5702.66 2409.41 6277.44
379 379.00 3886.25 3886.25 2430.56 5717.55 2415.70 6293.83
380 380.00 3896.37 3896.37 2436.89 5732.44 2421.99 6310.22
381 381.00 3906.49 3906.49 2443.22 5747.33 2428.28 6326.61
382 382.00 3916.61 3916.61 2449.55 5762.22 2434.57 6343.00
383 383.00 3926.73 3926.73 2455.88 5777.11 2440.86 6359.39
384 384.00 3936.85 3936.85 2462.21 5792.00 2447.15 6375.78
385 385.00 3946.97 3946.97 2468.54 5806.89 2453.44 6392.17
386 386.00 3957.09 3957.09 2474.87 5821.78 2459.73 6408.56
387 387.00 3967.21 3967.21 2481.20 5836.67 2466.02 6424.95
388 388.00 3977.33 3977.33 2487.53 5851.56 2472.31 6441.34
389 389.00 3987.45 3987.45 2493.86 5866.45 2478.60 6457.73
390 390.00 3997.57 3997.57 2500.19 5881.34 2484.89 6474.12
391 391.00 4007.69 4007.69 2506.52 5896.23 2491.18 6490.51
392 392.00 4017.81 4017.81 2512.85 5911.12 2497.47 6506.90
393 393.00 4027.93 4027.93 2519.18 5926.01 2503.76 6523.29
394 394.00 4038.05 4038.05 2525.51 5940.90 2510.05 6539.68
395 395.00 4048.17 4048.17 2531.84 5955.79 2516.34 6556.07
396 396.00 4058.29 4058.29 2538.17 5970.68 2522.63 6572.46
397 397.00 4068.41 4068.41 2544.50 5985.57 2528.92 6588.85
398 398.00 4078.53 4078.53 2550.83 6000.46 2535.21 6605.24
399 399.00 4088.65 4088.65 2557.16 6015.35 2541.50 6621.63
400 400.00 4098.77 4098.77 2563.49 6030.24 2547.79 6638.02
401 401.00 4108.89 4108.89 2569.82 6045.13 2554.08 6654.41
402 402.00 4119.01 4119.01 2576.15 6060.02 2560.37 6670.80
403 403.00 4129.13 4129.13 2582.48 6074.91 2566.66 6687.19
404 404.00 4139.25 4139.25 2588.81 6089.80 2572.95 6703.58
405 405.00 4149.37 4149.37 2595.14 6104.69 2579.24 6719.97
406 406.00 4159.49 4159.49 2601.47 6119.58 2585.53 6736.36
407 407.00 4169.61 4169.61 2607.80 6134.47 2591.82 6752.75
408 408.00 4179.73 4179.73 2614.13 6149.36 2598.11 6769.14
409 409.00 4189.85 4189.85 2620.46 6164.25 2604.40 6785.53
410 410.00 4199.97 4199.97 2626.79 6179.14 2610.69 6801.92
411 411.00 4210.09 4210.09 2633.12 6194.03 2616.98 6818.31
412 412.00 4220.21 4220.21 2639.45 6208.92 2623.27 6834.70
413 413.00 4230.33 4230.33 2645.78 6223.81 2629.56 6851.09
414 414.00 4240.45 4240.45 2652.11 6238.70 2635.85 6867.48
415 415.00 4250.57 4250.57 2658.44 6253.59 2642.14 6883.87
416 416.00 4260.69 4260.69 2664.77 6268.48 2648.43 6900.26
417 417.00 4270.81 4270.81 2671.10 6283.37 2654.72 6916.65
418 418.00 4280.93 4280.93 2677.43 6298.26 2661.01 6933.04
419 419.00 4291.05 4291.05 2683.76 6313.15 2667.30 6949.43
420 420.00 4301.17 4301.17 2690.09 6328.04 2673.59 6965.82
421 421.00 4311.29 4311.29 2696.42 6342.93 2679.88 6982.21
422 422.00 4321.41 4321.41 2702.75 6357.82 2686.17 6998.60
423 423.00 4331.53 4331.53 2709.08 6372.71 2692.46 7014.99
424 424.00 4341.65 4341.65 2715.41 6387.60 2698.75 7031.38
425 425.00 4351.77 4351.77 2721.74 6402.49 2705.04 7047.77
426 426.00 4361.89 4361.89 2728.07 6417.38 2711.33 7064.16
427 427.00 4372.01 4372.01 2734.40 6432.27 2717.62 7080.55
428 428.00 4382.13 4382.13 2740.73 6447.16 2723.91 7096.94
429 429.00 4392.25 4392.25 2747.06 6462.05 2730.20 7113.33
430 430.00 4402.37 4402.37 2753.39 6476.94 2736.49 7129.72
431 431.00 4412.49 4412.49 2759.72 6491.83 2742.78 7146.11
432 432.00 4422.61 4422.61 2766.05 6506.72 2749.07 7162.50
433 433.00 4432.73 4432.73 2772.38 6521.61 2755.36 7178.89
434 434.00 4442.85 4442.85 2778.71 6536.50 2761.65 7195.28
435 435.00 4452.97 4452.97 2785.04 6551.39 2767.94 7211.67
436 436.00 4463.09 4463.09 2791.37 6566.28 2774.23 7228.06
437 437.00 4473.21 4473.21 2797.70 6581.17 2780.52 7244.45
438 438.00 4483.33 4483.33 2804.03 6596.06 2786.81 7260.84
439 439.00 4493.45 4493.45 2810.36 6610.95 2793.10 7277.23
440 440.00 4503.57 4503.57 2816.69 6625.84 2799.39 7293.62
441 441.00 4513.69 4513.69 2823.02 6640.73 2805.68 7310.01
442 442.00 4523.81 4523.81 2829.35 6655.62 2811.97 7326.40
443 443.00 4533.93 4533.93 2835.68 6670.51 2818.26 7342.79
444 444.00 4544.05 4544.05 2842.01 6685.40 2824.55 7359.18
445 445.00 4554.17 4554.17 2848.34 6700.29 2830.84 7375.57
446 446.00 4564.29 4564.29 2854.67 6715.18 2837.13 7391.96
447 447.00 4574.41 4574.41 2861.00 6730.07 2843.42 7408.35
448 448.00 4584.53 4584.53 2867.33 6744.96 2849.71 7424.74
449 449.00 4594.65 4594.65 2873.66 6759.85 2856.00 7441.13
450 450.00 4604.77 4604.77 2879.99 6774.74 2862.29 7457.52
451 451.00 4614.89 4614.89 2886.32 6789.63 2868.58 7473.91
452 452.00 4625.01 4625.01 2892.65 6804.52 2874.87 7490.30
453 453.00 4635.13 4635.13 2898.98 6819.41 2881.16 7506.69
454 454.00 4645.25 4645.25 2905.31 6834.30 2887.45 7523.08
455 455.00 4655.37 4655.37 2911.64 6849.19 2893.74 7539.47
456 456.00 4665.49 4665.49 2917.97 6864.08 2900.03 7555.86
457 457.00 4675.61 4675.61 2924.30 6878.97 2906.32 7572.25
458 458.00 4685.73 4685.73 2930.63 6893.86 2912.61 7588.64
459 459.00 4695.85 4695.85 2936.96 6908.75 2918.90 7605.03
460 460.00 4705.97 4705.97 2943.29 6923.64 2925.19 7621.42
461 461.00 4716.09 4716.09 2949.62 6938.53 2931.48 7637.81
462 462.00 4726.21 4726.21 2955.95 6953.42 2937.77 7654.20
463 463.00 4736.33 4736.33 2962.28 6968.31 2944.06 7670.59
464 464.00 4746.45 4746.45 2968.61 6983.20 2950.35 7686.98
465 465.00 4756.57 4756.57 2974.94 6998.09 2956.64 7703.37
466 466.00 4766.69 4766.69 2981.27 7012.98 2962.93 7719.76
467 467.00 4776.81 4776.81 2987.60 7027.87 2969.22 7736.15
468 468.00 4786.93 4786.93 2993.93 7042.76 2975.51 7752.54
469 469.00 4797.05 4797.05 3000.26 7057.65 2981.80 7768.93
470 470.00 4807.17 4807.17 3006.59 7072.54 2988.09 7785.32
471 471.00 4817.29 4817.29 3012.92 7087.43 2994.38 7801.71
472 472.00 4827.41 4827.41 3019.25 7102.32 3000.67 7818.10
473 473.00 4837.53 4837.53 3025.58 7117.21 3006.96 7834.49
474 474.00 4847.65 4847.65 3031.91 7132.10 3013.25 7850.88
475 475.00 4857.77 4857.77 3038.24 7146.99 3019.54 7867.27
476 476.00 4867.89 4867.89 3044.57 7161.88 3025.83 7883.66
477 477.00 4878.01 4878.01 3050.90 7176.77 3032.12 7900.05
478 478.00 4888.13 4888.13 3057.23 7191.66 3038.41 7916.44
479 479.00 4898.25 4898.25 3063.56 7206.55 3044.70 7932.83
480 480.00 4908.37 4908.37 3069.89 7221.44 3050.99 7949.22
481 481.00 4918.49 4918.49 3076.22 7236.33 3057.28 7965.61
482 482.00 4928.61 4928.61 3082.55 7251.22 3063.57 7982.00
483 483.00 4938.73 4938.73 3088.88 7266.11 3069.86 7998.39
484 484.00 4948.85 4948.85 3095.21 7281.00 3076.15 8014.78
485 485.00 4958.97 4958.97 3101.54 7295.89 3082.44 8031.17
486 486.00 4969.09 4969.09 3107.87 7310.78 3088.73 8047.56
487 487.00 4979.21 4979.21 3114.20 7325.67 3095.02 8063.95
488 488.00 4989.33 4989.33 3120.53 7340.56 3101.31 8080.34
489 489.00 4999.45 4999.45 3126.86 7355.45 3107.60 8096.73
490 490.00 5009.57 5009.57 3133.19 7370.34 3113.89 8113.12
491 491.00 5019.69 5019.69 3139.52 7385.23 3120.18 8129.51
492 492.00 5029.81 5029.81 3145.85 7400.12 3126.47 8145.90
493 493.00 5039.93 5039.93 3152.18 7415.01 3132.76 8162.29
494 494.00 5050.05 5050.05 3158.51 7429.90 3139.05 8178.68
495 495.00 5060.17 5060.17 3164.84 7444.79 3145.34 8195.07
496 496.00 5070.29 5070.29 3171.17 7459.68 3151.63 8211.46
497 497.00 5080.41 5080.41 3177.50 7474.57 3157.92 8227.85
498 498.00 5090.53 5090.53 3183.83 7489.46 3164.21 8244.24
499 499.00 5100.65 5100.65 3190.16 7504.35 3170.50 8260.63
500 500.00 5110.77 5110.77 3196.49 7519.24 3176.79 8277.02
501 501.00 5120.89 5120.89 3202.82 7534.13 3183.08 8293.41
502 502.00 5131.01 5131.01 3209.15 7549.02 3189.37 8309.80
503 503.00 5141.13 5141.13 3215.48 7563.91 3195.66 8326.19
504 504.00 5151.25 5151.25 3221.81 7578.80 3201.95 8342.58
505 505.00 5161.37 5161.37 3228.14 7593.69 3208.24 8358.97
506 506.00 5171.49 5171.49 3234.47 7608.58 3214.53 8375.36
507 507.00 5181.61 5181.61 3240.80 7623.47 3220.82 8391.75
508 508.00 5191.73 5191.73 3247.13 7638.36 3227.11 8408.14
509 509.00 5201.85 5201.85 3253.46 7653.25 3233.40 8424.53
510 510.00 5211.97 5211.97 3259.79 7668.14 3239.69 8440.92
511 511.00 5222.09 5222.09 3266.12 7683.03 3245.98 8457.31
512 512.00 5232.21 5232.21 3272.45 7697.92 3252.27 8473.70
513 513.00 5242.33 5242.33 3278.78 7712.81 3258.56 8490.09
514 514.00 5252.45 5252.45 3285.11 7727.70 3264.85 8506.48
515 515.00 5262.57 5262.57 3291.44 7742.59 3271.14 8522.87
 SPECIFICATION REPORT

Name of the work : Construction of Toilets to primisess of Water Resources

Department Division Office at Madanapalli in Chittoor District

Est. Cost :111.00 Lakhs.

The estimate for the work Const. of Ambedkar Bhavan at Hanumapalli of V.Kota
in Chittoor District vide G.O.Rt.No. 246 Social welafare (Budget & LA) Department dt: 15-06-2017
was administratively sanctioned for Rs. 111.00 lakhs. Hence, the estimate was prepared for Rs.
111.00 lakhs with the following specifications.

A) Foundations and Sub-Structure:

1 Earth work excavation in all types of soils for open foundations
2 P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete f
flooring.
3 VRCC M 20 grade design mix , using 20mm HBG machine crushed graded metal for Footin
Pedestals, Plinth beams and Columns up to plinth level.
4 Random Rubble Stone masonry in CM(1:8) prop, for basement.
5 Filling with useful available excavated earth in trenches, sides of foundations and for basem
B) Superstructure:

1 VRCC M 20 grade design mix , using 20mm HBG machine crushed graded metal for Colum
Beams, Roof Slabs
2 Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work
3 P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts
4 RCC M 25 grade design mix , using 20mm HBG machine crushed graded metal for sun sha
7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan
5 PCC M20 grade Design Mix , using 20mm HBG machine crushed gradedmetal for steps
6 Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure
7 Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class traditional bricks f
Partition walls
8 Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm th
CM(1:4) for even face of walls
9 Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm
CM(1:4) for uneven face of walls
10 Ornamental Plastering to ceiling, 12 mm thick in two coats with base coat of (1:5) 8mmth
top coat cm (1:3) 4mm thick
11 Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with
(1:3) prop. 20 mm thick (average) mixed with water proofing compound
12 Flooring with Polished Kadapa Slabas 15 to 18 mm thick set over a base coat of CM (1:8),
thick over already laid C.C. bed
13 Providing Skirting to internal walls to 12.5 cm height with Polished Kadapa slabs of minimu
mm thick
 14 Supply & fixing of T.W. doors of size 1.52 x 2.40 mtrs, 1.22 x 2.13m & 0.90 x 2.13m with
thick flush door shutters
15 Supply & fixing of M.S. doors of size 0.75 x 1.90 mtrs for toilets
16 Supply & fixing of M.S. windows of size 1.50 x 1.35 mtrs, 1.20 x 1.35m & 0.90 x 1.35m
17 Supply & fixing of M.S. grills, for ventilators in toilet block
18 Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for inte
walls
19 Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of
make shade and colour
20 Painting two coats with synthetic enamel paint 1st grade to new iron work & wood work
AMENITIES:

1) Sub-Estimate is prepared for Water supply and Sanitary Arrangements as per the requirem
2) based on approved
Sub-Estimate plan. for Internal Electrification the requirements based on approved
is prepared
3) Sub-Estimate is prepared for Toilet block
4) Sub-Estimate is prepared for Septic tank

General Items :-

The General Items like P.S. Charges @ 7%, GST @12%, Seignerage charges @
charges @ 0.50%, NAC charges @ 0.1%, Provision for Tender publication charges, Pro
power connection charges, Provision for price adjusement of Cement & Steel & Pro
Unforseen Items are also provide in this estimate.
Thus the estimate is prepared duly adopting the rates of SSR 2016-17 and the
be carried out as per the standard spectifications of APDSS.

Executive Engineer Dy. Executive Engineer

Irrigation Division Irrigatin Sub Division
 ss of Water Resources
Chittoor District

st :111.00 Lakhs.

van at Hanumapalli of V.Kota

LA) Department dt: 15-06-2017
stimate was prepared for Rs.

ons
undations and as bed concrete for

crushed graded metal for Footings,

ment.
des of foundations and for basement.

crushed graded metal for Columns, Roof

mm for VRCC & RCC work

asts
ushed graded metal for sun shades,
ny width as per approved plan
ushed gradedmetal for steps
bricks for Superstructure
sing 2 nd class traditional bricks for

n CM(1:6) and top coat 4mm thick in

in CM(1:6) and top coat 4mm thick in

with base coat of (1:5) 8mmthick and

ptic tank to required slopes with CM

ing compound
t over a base coat of CM (1:8), 12mm

Polished Kadapa slabs of minimum 15

2 x 2.13m & 0.90 x 2.13m with 35mm

oilets
.20 x 1.35m & 0.90 x 1.35m

te or equavalent quality for internal

es of new walls with 3 coats of approved

new iron work & wood work

rangements as per the requirements

equirements based on approved plan.

@12%, Seignerage charges @ 1%, Q.C.

ender publication charges, Provision for
nt of Cement & Steel & Provision for

rates of SSR 2016-17 and the work will

.

Assistant Executive Engineer

Irrigation Section
oncrete for

or Footings,

for basement.

or Columns, Roof

rk

r sun shades,
ed plan
steps
e
al bricks for

t 4mm thick in

at 4mm thick in

) 8mmthick and

opes with CM

M (1:8), 12mm

of minimum 15
3m with 35mm

1.35m

y for internal

coats of approved

d work

requirements
approved plan.

arges @ 1%, Q.C.

ges, Provision for
& Provision for

and the work will

utive Engineer
 GOVERNMENT OF ANDHRA PRADESH

WATER RESOURCES DEPARTMENT

Name of the work : Construction of Toilets to primisess of Water Resources

Department Division Office at Madanapalli in Chittoor District

Est.Amt Rs. 4.50 Lakhs

IRRIGATION DIVISION IRRIGATION CIRCLE

MADANAPALLI CHITTOOR

IRRIGATION SUB-DIVISION IRRIGATION SECTION

MADANAPALLI MADANAPALLE
 ABSTRACT
Name of the work : Construction of Toilets to primisess of Water Resources Department Division Office at Madanapalli in Chittoor District
S.NO Qty unit Description of Item Rate Per amount
Earth work excavation and depositing on bank with initial lead of 10m
and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red
Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational
incidental labour charges such as shoring, strutting, sheeting,
1 40.00 1 cum 183.65 1 cum 7,346
planking and dewatering including cost of hire charges of T & P,
labour charges etc., complete for finished item of work including
seignerage charges excluding dewatering charges etc., complete for
Foundation of Building.(APSS No. 308)

Plain Cement Concrete corresponding to M5 grade as per IS 456

equivalent to (1:5:10) proportion nominal mix (cement: fine
aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite
(IS383, 1970) metal from approved quarry including cost and
conveyance of all materials like cement, sand, coarse aggregate, water
2 6.00 1 cum etc. to site, including seigniorage charges, sales & other taxes on all 3028.05 1 cum 18,168
materials, all operational, incidental, and labour charges such as
mixing, laying and ramming concrete in layers in position not
exceeding 15cm, finishing top surface, curing concrete, etc.,
complete for finished item of work for Foundations and Flooring Bed
(APSS No. 402)

Plain Cement Concrete corresponding to M15 grade as per IS 456

equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate:
Coarse aggregate) using 20mm size Hard Blasted Granite (IS383,
1970) Machine Crushed graded metal from approved quarry including
3 1.25 1 cum cost and conveyance of all materials like cement, sand, coarse 3992.10 1 cum 5,006
aggregate, water etc. to site, including seigniorage charges, sales &
other taxes on all materials, all operational, incidental and labour
charges such as mixing, laying, curing concrete, etc., complete for
finished item of work (APSS No. 402)

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand)

using Hard blasted Granite stones from approved quarry including
cost and conveyance of all materials like Granite stones, cement, sand,
water, etc., to site including seigniorage charges, sales & other taxes
4 54.56 1 cum 2563.00 1 cum 139,828
on all materials, all operational, incidental, and labour charges such as
cutting stones to required size and shape, mixing of cement mortar,
constructing masonry, curing etc., complete for finished item of work
for foundation and basement (APSS No. 601 & 615)

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH

Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm
from approved source including cost and conveyance of all materials
like cement, sand, fly ash bricks, water etc., to site, including
5 5.00 1 cum 5291.50 1 cum 26,458
seigniorage charges, sales & other taxes on all materials, all
operational, incidental and labour charges such as mixing cement
mortar, constructing masonry, scaffolding charges, lift charges, curing,
etc., complete for finished item of work. (APSS No. 501 & 504).
 Reinforced Cement Concrete M 20 Design Mix ( by weigh
batching ) using 20mm size (SS5) hard blasted granite machine
crushed graded metal (Coarse aggregate) from approved quarry, using
a minimum quantity of 350 kgs. of cement per 1 cum of concrete
including cost and conveyance of all materials like cement, fine
aggregate (Sand), coarse aggregate, water etc., to site and cost of
6 0.15 1 cum 7974.70 1 cum 1,196
seigniorage charges on all materials including centering using
Cashewrina Ballies and Wooden runners & staging including all
bracings, cross members etc., shuttering , machine mixing, laying
concrete, lift charges, curing etc., complete but excluding cost of steel
and it’s fabrication charges for finished item of work (APSS No. 402
& 403) For Lintels

Reinforced cement concrete with M 20 grade Design mix ( by weigh

batching ) using 20mm size (SS 5) machine crushed hard blasted
granite graded metal (coarse aggregate) from approved quarry using
a minimum quantity of 350 Kg of cement per 1 Cum of concrete
including cost and conveyance of all materials like cement, fine
aggregate (sand) ,coarse aggregate, water etc. to site and cost of
seigniorage charges on all materials including centering using
7 1.50 1 cum 604.15 1 cum 906
Cashewrina Ballies and Wooden runners & staging including all
bracings, cross members etc., shuttering, machine mixing, laying
concrete, 7.5cm thick at fixed end and 5cm thick at free end with
an average thickness of 6.25cm including labour charges for
mixing, laying, curing etc., complete but excluding cost of steel
and its fabrication charges for finished item of work (APSS No. 402
& 403)

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh

batching ) using 20mm size (SS5) hard blasted granite machine
crushed graded metal (Coarse aggregate) from approved quarry, using
a minimum quantity of 350 kgs. of cement per 1 cum of concrete
including cost and conveyance of all materials like cement, fine
aggregate (Sand), coarse aggregate, water etc., to site and cost of
8 28.50 729.15 20,781
seigniorage charges on all materials including centering using
Cashewrina Ballies and Wooden runners & staging including all
bracings, cross members etc., shuttering , machine mixing, laying
concrete, vibrating,lift charges, curing etc., complete but excluding
cost of steel and it’s fabrication charges for finished item of work
(APSS No. 402 & 403) For 100 mm thick slabs
Sqm Sqm
Plastering 12mm thick in two coats with base coat of 8mm thick in
CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish
including cost and conveyance of all materials like cement, sand,
water etc., to site, seigniorage charges, sales & other taxes on all
9 40.00 materials,all operational, incidental and labour charges such as mixing 355.85 14,234
mortar, scaffolding charges, lift charges, including cutting of Grooves
wherever necessary as directed by Engineer - in - charge, finishing,
curing, etc., complete for Even Surfaces of Wall for finished item of
Sqm work. (APSS 901,903 & 904) Sqm
 Providing impervious coat over RCC roof slab to required slopes with
CM (1:3) prop. 20mm thick (average) mixed with water proofing
compound manufactured by reputed manufacturers as approved by
Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it
is green, finished smooth with a floating coat of neat cement and
thread lining at regular intervals of 45cmx45cm including cost and
10 60.00 395.15 23,709
conveyance of all materials like cement, sand, water proofing
compound, water etc., to site, seigniorage charges, sales & other
taxes on all materials, all operational, incidental and labour charges
such as mixing mortar, laying, rounding off at junctions of wall and
slab, rendering smooth with thread lining, curing, lift charges, etc.,
complete for finished item of work (APSS No. 901 & 903).
Sqm Sqm
Ornamental Plastering 12mm thick in two coats with base coat of
8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara
sponge finish including cost and conveyance of all materials like
cement, sand, water etc., to site, seigniorage charges, sales & other
11 10.00 taxes on all materials,all operational, incidental and labour charges 370.62 3,706
such as mixing mortar, scaffolding charges, lift charges, including
cutting of Grooves wherever necessary as directed by Engineer - in -
charge, finishing, curing, etc., complete for Even Surfaces of Wall
Sqm for finished item of work. (APSS 901,903 & 904) Sqm

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415
grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting,
bending, to required sizes and shapes placing in position with cover
blocks of approved size and binding wire of 20SWG, forming grills
for reinforcement work as per approved designs and drawings
12 0.5 including cost and conveyance of bars from approved sources to site 50652.40 25,326
of work, including cost and conveyance of binding wire, cover blocks,
chairs, overlaps, spacers, dowels, wastage etc., and all operational,
incidental, and labour charges such as cutting, bending, placing in
position, tying etc., and sales & other taxes,on cost of all materials
complete for finished item of work (APSS No.126) in all floors.
MT MT

Dadooing to walls with glazed red or white full body ceramic wall
tiles of size 200 x 300 mm / 245 mm x 325 mm and thickness 6mm
1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to
15) of any colour and finish in all shades and designs and set over a
base coat of CM (1:5), 12mm thick and neat cement paste at the rate
13 15.00 of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with 533.30 8,000
pigment of matching shade including cost and conveyance of all
materials like cement, sand, water, tiles, etc. to site, seigniorage
charges, sales and other taxes on all materials, C921 such as mixing of
cement mortar, laying in position, curing, lift charges etc., complete
for finished item of work (APSS No.701 & 707) in All Floors
Sqm Sqm
 Sqm Sqm
Flooring with Non-skid red or white full body Ceramic floor tiles of
size 300 x 300 mm and thickness between 7-8 mm 1st quality
conforming to IS:13711, IS:13712, IS:13630(Parts 1to15) of any
colour and finish in all shades and designs set over a base coat of CM
(1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat
cement slurry of honey like consistency spread at the rate of 3.3 Kgs
14 3.00 of cement per Sq.m and jointed with neat white cement paste to full 915.95 2,748
depth mixed with pigment of matching shade including cost and
conveyance of all materials like cement, sand, water, ceramic tiles etc.
to site, seigniorage charges, sales and other taxes on all materials, all
operational, incidental and labour charges such as mixing of cement
mortar, laying, curing, lift charges etc., complete for finished item of
work.(APSS No.701 & 707) in All Floors

Kgs Supply and Fixing MS GILLS including Labour Charges for fixing Kgs
complete including cost and conveyance of all materials to site, sales
15 125.00 72.27 9,034
and other taxes, all labour charges etc., complete for finished item of
work
Sqm Whiting to new walls and ceiling in two coats with White cement or Sqm
equavalent quality to give an even shade after thoroughly brushing the
surface to remove all loose powdered materials including cost and
16 10.00 conveyance of all materials and water to site, sales & other taxes, all 35.20 352
operational, incidental and labour charges such as cleaning the
surface, painting, curing etc., complete for finished item of work for
internal walls. (APSS No.901 & 908) in All Floors
Sqm Sqm
Painting to New walls with two coats of acrylic emulsion paint
having VOC (Volatile Organic Compound) content less than 50
grams/liter of superior quality of approved brand and shade over base
coat of cement primer grade -I making three coats in all to give an
even shade after thoroughly brushing the surface to remove all loose
17 25.00 powdered materials, including cost and conveyance of all materials, 146.10 3,653
including cost and conveyance of all materials, cost of brushes, water
to site, etc., sales & other taxes, all operational, incidental and labour
charges such as scaffolding charges, lift charges, curing etc., complete
for finished item of work in all floors for Walls.(APSS No. 911) in All
Floors INTERNAL

Sqm Painting to New Iron work with two coats of ready mixed Synthetic Sqm
Enamel paints in all shades Grade - I having VOC (Volatile Organic
Compound ) content less than 50 grams/ liter over an existing steel
18 10.00 primer including cost and conveyance of all materials to site, sales & 94.95 950
other taxes, incidental, operational and all labour charges etc.,
complete for finished item of work. (APSS No. 1201, 1207 &
1212).in All Floors
Rmt Rmt
Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4
Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all special
such as plain bends, off sets, door bends, single junctions, double
19 15.00 junctions as per site requirement, fixing with PVC clamps if necessary 171.20 2,568
with required number of Bombay nails including cost and conveyance
of all materials to site, labour charges etc.complete for finished item
of work at all floor levels. (APSS No. 1302 1319 & 1326)
 Rmt Supplying & fixing Ashirvad/Astral flow guard for equivalent CPVC Rmt
Pipes with fittings in ground or on wall including cost of tees,
elbows, bends, reducers, couplings, running joints, union flanges,
unions etc. with necessary excavation in all types of soils except rock
20 7.30 309.30 2,258
requiring blasting, refilling, chiselling masonry walls and making
good the walls & floors to the original surface and fixing MS clamps
on TW blocks on walls including cost and conveyance of all materials
and labour charges complete for finished item of work.
Nos Nos
Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed
Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-
1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick
masonry seat, CC squatting plate and fixing 12.70mm dia NP Push
cock 1st quality , P trap or S trap of Indian W.C. shall be encased on
CC (1:2:4) 150mm alround well above the joint to stop leakage at the
21 2 joint etc., 10 Litres capacity Single Flush white PVC low level 3431.65 6,863
flushing system parryware, slimline with internal components and
short bend including cost and conveyance of all materials to site, all
labour charges, sales and other taxes on all materials etc., complete
for finished item of work for all floorscomplete including cost and
conveyance of all materials to site, cost of CC bed, labour charges and
seigniorage charges etc., complete for finished item of work.

Nos Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Nos
Seiko or equivalent including cost and conveyance of all materials,
22 8 403.15 3,225
labour charges etc., complete for finished item of work in all
floors.400 Grams
Nos Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) Nos
prop. Masonry inspection chamber upto 914.4mm (3'-0") and fitted
with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and
23 4 3695.00 14,780
cover of 20kg., including cost and convenyance of all materials to
site, all labour charges, sales and otehr taxes on all materials etc.,
complete for finished item of work
Liters Providing and placing on terrace (at all floor levels) polyetheylene Liters
water storage tank with double layer approved brand and manufacture
with cover and suitable locking arrangement and making necessary
24 5,000 holes for inlet and outlets and over flow pipes but without fittings and 5.95 29,750
base support for tanks including cost and conveyance of all materials
and labour charges for placing and fixing in position as directed by
Engineer-in-Charge.

Supply and Fixing of 20 mm outer dia 2.10 mm thick Heavy grade

with IS:9537 part 3 FRLS regid PVC pipe (ISI MARK) concealed in
Roof Slabs with all required MS deep boxes and all accessories
25 30 Rmt 56.60 Rmt 1,698
including and labour charges etc., complete.
Makes:- VIP / Besto plast / GoldMedal / Million plast / GM /
Sudhakar / Polyline

Supply and run of 2 of 2.5 sq.mm (phase neutral and earth) FRLS /
HFFR / ZHFR P.V.C. insulated 1100V grade as per IS : 694 / 1990
specification flexible copper cable in existing MS conduit pipe for
individual ligting circuits including labour charges etc., complete as
26 30 Rmt 54.65 Rmt 1,640
required for switch boards.
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam /
KEI / Polycab / Bonton / V-Guard / GM / Million / HPL / Goldmedal /
Finecab / Vimal / Fortune Art / Gloster / Kundan cab/Sudhakar
 Wiring with 2 runs of 22/0.3mm ( 1.5 Sq.mm) FRLS / HFFR / ZHFR
P.V.C. insulated 1100V grade as per IS : 694 / 1990 specification
flexible copper cable (ISI MARK) in existing pipe with 6A Modular
switch, Ceiling rose/BH/SBH Modular switches with cover plate
including all labour charges etc., complete for Light, Fan, Exhaust Fan
etc., complete. (for Residential Building)
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam /
27 2 Job 462.75 Job 926
KEI / Polycab / Bonton / V-Guard / GM / Million / HPL / Goldmedal /
Finecab / Vimal / Fortune Art / Gloster / Kundan cab/Sudhakar

Makes of switches:- Legrand Arteor / Schneider Zen celo/ Crabtree

Murano/ GM-Zenova / Legrand Myrius / Cabtree Thames Platinum /
GM- Zicono/ / Million / Logus / Gold Medal Curve / GIFA / CPL/
Panasonic Vision / Salzer S 90 Series.

Repair and Replacement of fans and switches of Electrical items in

28 1 Job 2,700 Job 2,700
Division office, AB Section.
Repair and Replacement of fans and switches of Electrical items in
29 1 Job 2,600 Job 2,600
Manager room and Record Room.
Repair and Replacement of fans and switches of electrical items in
30 1 Job 2,600 Job 2,600
EE's chamber.

Repair and Replacement of fans and switches of electrical items in

31 1 Job 2,900 Job 2,900
DB section.

Repair and Replacement of switches of electrical items Main

32 1 Job 3,000 Job 3,000
Distribution board for Division office, avoiding the tripping of power.

Repairs and Restoration of Existing Toiet cum Bathroom with

33 1 Job 2,500 Job 2,500
cleaning, Repairs to the Sanitary items

Repairs and Restoration of Electrical items and Miscallaneous of

34 1 Job 1,360 Job 1,360
Sanitary items in offices and Sub Division of Madanapalle.

SUB TOTAL 392,768

Provision for GST @ 12 %. 47,132
Provision towards Cess @1% 3,928
Provision towards N.A.C @ 0.1% 393
Provision towards Seignorage charges @ 1% 780
Provision towards Tender Publication Charges 5,000
TOTAL 450,000
 DETAILED ESTIMATE
Name of the work : Construction of Toilets to primisess of Water Resources Department
Division Office at Madanapalli in Chittoor District

SNo Description of work No L B D Qty Total Qty

1 2 3 4 5 6 7 8
Toilet Blocks ( 3 Nos)

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in
Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B)
including all operational incidental labour charges such as shoring, strutting, sheeting,
1
planking and dewatering including cost of hire charges of T & P, labour charges etc.,
complete for finished item of work including seignerage charges excluding dewatering
charges etc., complete for Foundation of Building.(APSS No. 308)

Toilet Block Allround 1 x 1 8.90 0.60 0.75 4.01

Septictank 1 x 1 3.00 2.70 1.80 14.58
Water Sump 1 x 1 3.30 2.90 1.80 17.23
Total 35.81
Say 40.00
Cum

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10)

proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard
Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of
all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage
2
charges, sales & other taxes on all materials, all operational, incidental, and labour charges
such as mixing, laying and ramming concrete in layers in position not exceeding 15cm,
finishing top surface, curing concrete, etc., complete for finished item of work for
Foundations and Flooring Bed (APSS No. 402)

Toilet Block Allround 1 x 1 8.90 0.60 0.20 1.07

Flooring Bed 1 x 1 2.50 1.35 0.20 0.68
Septictank 1 x 1 3.00 2.70 0.20 1.62
Water Sump 1 x 1 3.30 2.90 0.20 1.91
Total 5.28
Say 6.00
Cum

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4)
proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard
Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry
3 including cost and conveyance of all materials like cement, sand, coarse aggregate, water
etc. to site, including seigniorage charges, sales & other taxes on all materials, all
operational, incidental and labour charges such as mixing, laying, curing concrete, etc.,
complete for finished item of work (APSS No. 402)

Septictank Bottom 1 x 1 1.80 1.50 0.20 0.54

Water Sump 1 x 1 2.10 1.70 0.20 0.71
Total 1.25
Say 1.25
Cum

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted
Granite stones from approved quarry including cost and conveyance of all materials like
Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales &
4
other taxes on all materials, all operational, incidental, and labour charges such as cutting
stones to required size and shape, mixing of cement mortar, constructing masonry, curing
etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Toilet Block Allround 1 x 1 8.90 0.45 0.90 3.60

Septictank Long Walls 1 x 2 3.00 0.45 2.10 5.67
Short Wall 1 x 2 1.80 0.45 2.10 3.40
Water Sump 1 x 2 3.30 2.90 2.00 38.28
Page 43 of 147
1 2 3 4 5 6 7 8
Short Wall 1 x 2 2.00 0.45 2.00 3.60
Total 54.56
Say 54.56
Cum

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size
290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost
and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site,
5
including seigniorage charges, sales & other taxes on all materials, all operational, incidental
and labour charges such as mixing cement mortar, constructing masonry, scaffolding
charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Toilet Block Long Walls 1 x 2 2.50 0.23 2.30 2.65

Short Wall 1 x 2 1.35 0.23 2.30 1.43
Partion Wall 1 x 1 1.35 0.10 2.20 0.30
Deduct Doors -1 x 2 0.75 0.23 2.10 -0.72
Deduct Ventilators -1 x 2 0.60 0.23 0.45 -0.12
Buffele Wall At Septic Tank 1 x 2 1.80 0.23 1.20 0.99
Total 4.52
Say 5.00
Cum

Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size
(SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from
approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete
including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse
6 aggregate, water etc., to site and cost of seigniorage charges on all materials including
centering using Cashewrina Ballies and Wooden runners & staging including all bracings,
cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc.,
complete but excluding cost of steel and it’s fabrication charges for finished item of work
(APSS No. 402 & 403) For Lintels

Toilet Block Lintels 1 x 1 2.50 0.23 0.15 0.09

Total 0.09
Say 0.15
Cum

Reinforced cement concrete with M 20 grade Design mix ( by weigh batching ) using 20mm
size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from
approved quarry using a minimum quantity of 350 Kg of cement per 1 Cum of concrete
including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse
aggregate, water etc. to site and cost of seigniorage charges on all materials including
7
centering using Cashewrina Ballies and Wooden runners & staging including all bracings,
cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end
and 5cm thick at free end with an average thickness of 6.25cm including labour
charges for mixing, laying, curing etc., complete but excluding cost of steel and its
fabrication charges for finished item of work (APSS No. 402 & 403)

Toilet Block Sunshades 1 x 1 2.50 0.60 1.50

Total 1.50
Say 1.50
Sqm

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm
size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from
approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete
including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse
8 aggregate, water etc., to site and cost of seigniorage charges on all materials including
centering using Cashewrina Ballies and Wooden runners & staging including all bracings,
cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges,
curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item
of work (APSS No. 402 & 403) For 100 mm thick slabs

Page 44 of 147
1 2 3 4 5 6 7 8
Toilet Block 1 x 1 6.46 2.21 14.28
Septictank Slab 1 x 1 2.70 2.40 6.48
Water Sump Slab 1 x 1 3.00 2.50 7.50
Total 28.26
Say 28.50
Sqm

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of
4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials
like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all
9 materials,all operational, incidental and labour charges such as mixing mortar, scaffolding
charges, lift charges, including cutting of Grooves wherever necessary as directed by
Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for
finished item of work. (APSS 901,903 & 904)

Internal
Toilet Block Allround 1 x 2 5.10 0.80 8.16
Deduct Doors -0.50 x 2 0.75 0.80 -0.60
Deduct Ventilators -0.50 x 2 0.60 0.45 -0.27
Buffele Wall At Septic Tank 2 x 2 1.80 1.20 8.64 15.93
External
Toilet Block Allround 1 x 1 8.20 2.30 18.86
At Base Ment 1 x 1 8.20 0.45 3.69
Deduct Doors -0.50 x 2 0.75 2.10 -1.58
Deduct Ventilators -0.50 x 2 0.60 0.45 -0.27
Sunshade Top & Bottom 1 x 2 2.50 0.60 3.00 23.71
Total 39.64
Say 40.00
Sqm

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm
thick (average) mixed with water proofing compound manufactured by reputed
manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab
when it is green, finished smooth with a floating coat of neat cement and thread lining at
10 regular intervals of 45cmx45cm including cost and conveyance of all materials like cement,
sand, water proofing compound, water etc., to site, seigniorage charges, sales & other
taxes on all materials, all operational, incidental and labour charges such as mixing mortar,
laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing,
lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Toilet Block Top 1 x 1 3.60 2.45 8.82

Septictank Slab Top 1 x 1 2.70 2.40 6.48
Septictank Slab Bottom 1 x 1 1.80 1.50 2.70
Septic Tank Allround 1 x 1 6.60 2.00 13.20
Water Sump Slab Top 1 x 1 3.00 2.50 7.50
Water Sump Bottom 1 x 1 2.10 1.60 3.36
Septic Tank Allround 1 x 1 7.40 2.00 14.80
Total 56.86
Say 60.00
Sqm

Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and
top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all
materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on
11 all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding
charges, lift charges, including cutting of Grooves wherever necessary as directed by
Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for
finished item of work. (APSS 901,903 & 904)

Slab Bottom 1 x 1 3.60 2.45 8.82

Total 8.82
Say 10.00
Sqm
Page 45 of 147
1 2 3 4 5 6 7 8

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-
1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in
position with cover blocks of approved size and binding wire of 20SWG, forming grills for
reinforcement work as per approved designs and drawings including cost and conveyance
12 of bars from approved sources to site of work, including cost and conveyance of binding
wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational,
incidental, and labour charges such as cutting, bending, placing in position, tying etc., and
sales & other taxes,on cost of all materials complete for finished item of work (APSS
No.126) in all floors.

Toilet Block Lintels 1 x 1 0.15 85.00 12.75

Toilet Block Sunshades 1 x 1 0.09 65.00 6.09
Toilet Block , Water Sump & Septic
1 x 1 2.85 120.00 342.00
Tank Slab

Total 0.361
Say 0.500
MT

Dadooing to walls with glazed red or white full body ceramic wall tiles of size 200 x 300
mm / 245 mm x 325 mm and thickness 6mm 1st quality conforming to IS:13711, IS:13712,
IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs and set over a
base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and
13 jointed with white cement paste mixed with pigment of matching shade including cost and
conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges,
sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in
position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in
All Floors

Toilet Blocks Allround 1 x 2 5.10 1.50 15.30

Deduct Doors -1 x 2 0.75 1.50 -2.25
Total 13.05
Say 15.00
Sqm

Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and
thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630(Parts
1to15) of any colour and finish in all shades and designs set over a base coat of CM (1:8),
12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like
consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white
14
cement paste to full depth mixed with pigment of matching shade including cost and
conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage
charges, sales and other taxes on all materials, all operational, incidental and labour
charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for
finished item of work.(APSS No.701 & 707) in All Floors

Toilet Blocks 1 x 2 1.35 1.20 3.24

Deduct Wc -1 x 2 0.45 0.60 -0.54
Total 2.70
Say 3.00
Sqm
Supply and Fixing MS GILLS including Labour Charges for fixing complete including cost
15 and conveyance of all materials to site, sales and other taxes, all labour charges etc.,
complete for finished item of work
Internal
Toilet M.S Door Size(0.75x2.10) 1 x 2 48.00 96.00
Toilet Ventilators 1 x 2 12.50 25.00
Total 121.00
Say 125.00
Kgs

Page 46 of 147
1 2 3 4 5 6 7 8
Whiting to new walls and ceiling in two coats with White cement or equavalent quality to
give an even shade after thoroughly brushing the surface to remove all loose powdered
materials including cost and conveyance of all materials and water to site, sales & other
16
taxes, all operational, incidental and labour charges such as cleaning the surface, painting,
curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All
Floors
Internal
Toilet Block Allround 1 x 2 5.10 0.80 8.16
Deduct Doors -0.50 x 2 0.75 0.80 -0.60
Deduct Ventilators -0.50 x 2 0.60 0.45 -0.27
Total 7.29
Say 10.00
Sqm

Painting to New walls with two coats of acrylic emulsion paint having VOC (Volatile Organic
Compound) content less than 50 grams/liter of superior quality of approved brand and
shade over base coat of cement primer grade -I making three coats in all to give an even
shade after thoroughly brushing the surface to remove all loose powdered materials,
17
including cost and conveyance of all materials, including cost and conveyance of all
materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental
and labour charges such as scaffolding charges, lift charges, curing etc., complete for
finished item of work in all floors for Walls.(APSS No. 911) in All Floors INTERNAL

External
Toilet Block Allround 1 x 1 8.20 2.30 18.86
At Base Ment 1 x 1 8.20 0.45 3.69
Deduct Doors -0.50 x 2 0.75 2.10 -1.58
Deduct Ventilators -0.50 x 2 0.60 0.45 -0.27
Sunshade Top & Bottom 1 x 2 2.50 0.60 3.00 23.71
Total 23.71
Say 25.00
Sqm

Painting to New Iron work with two coats of ready mixed Synthetic Enamel paints in all
shades Grade - I having VOC (Volatile Organic Compound ) content less than 50 grams/
18 liter over an existing steel primer including cost and conveyance of all materials to site,
sales & other taxes, incidental, operational and all labour charges etc., complete for finished
item of work. (APSS No. 1201, 1207 & 1212).in All Floors

M.S Door 2.50 x 2 0.75 2.10 7.88

Grill Ventilators 1 x 1 0.60 0.45 0.27
Total 8.15
Say 10.00
Sqm

Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm.
Prince/sudhakar or any ISI brand and fixing all special such as plain bends, off sets, door
bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if
19
necessary with required number of Bombay nails including cost and conveyance of all
materials to site, labour charges etc.complete for finished item of work at all floor levels.
(APSS No. 1302 1319 & 1326)

At Wc To Out Side 1 x 2 1.00 2.00

Chamber To Setic Tank 1 x 1 8.50 8.50
Total 10.50
Say 15.00
Rmt

Supplying & fixing Ashirvad/Astral flow guard for equivalent CPVC Pipes with fittings in
ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints,
union flanges, unions etc. with necessary excavation in all types of soils except rock
20
requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to
the original surface and fixing MS clamps on TW blocks on walls including cost and
conveyance of all materials and labour charges complete for finished item of work.

Page 47 of 147
1 2 3 4 5 6 7 8
a) 41.30 Od Dia
At Tank to Toilets 1 x 1 7.30 7.30
Total 7.30
Say 7.30
Rmt

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st
qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware /
Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP
Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4)
150mm alround well above the joint to stop leakage at the joint etc., 10 Litres capacity
21
Single Flush white PVC low level flushing system parryware, slimline with internal
components and short bend including cost and conveyance of all materials to site, all labour
charges, sales and other taxes on all materials etc., complete for finished item of work for
all floorscomplete including cost and conveyance of all materials to site, cost of CC bed,
labour charges and seigniorage charges etc., complete for finished item of work.

At Ladies & Gents Toilets 1 x 2 2

Total 2
Say 2
Nos
Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent
22 including cost and conveyance of all materials, labour charges etc., complete for finished
item of work in all floors.400 Grams
At Toilets 1 x 8 8
Total 8
Say 8
Nos

Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection
chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-
23 6") frame and cover of 20kg., including cost and convenyance of all materials to site, all
labour charges, sales and otehr taxes on all materials etc., complete for finished item of
work

At Toiet Rear Side 1 x 4 4

Total 4
Say 4
Nos

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with
double layer approved brand and manufacture with cover and suitable locking arrangement
24 and making necessary holes for inlet and outlets and over flow pipes but without fittings and
base support for tanks including cost and conveyance of all materials and labour charges for
placing and fixing in position as directed by Engineer-in-Charge.

Dy EE & EE Sirs 1 x 2 1000 2000

Ladies & Gents Toilets 1 x 2 1000 2000
Existing Toilet cum Bathroom 1 x 1 1000 1000

Total 5,000
Say 5,000
Liters

Supply and Fixing of 20 mm outer dia 2.10 mm thick Heavy grade with IS:9537 part 3 FRLS
regid PVC pipe (ISI MARK) concealed in Roof Slabs with all required MS deep boxes and all
25
accessories including and labour charges etc., complete.
Makes:- VIP / Besto plast / GoldMedal / Million plast / GM / Sudhakar / Polyline

Dy EE & EE Sirs 1 x 1 15 15
Ladies & Gents Toilets 1 x 1 15 15
Total 30
Say 30
Rmt

Page 48 of 147
1 2 3 4 5 6 7 8
Supply and run of 2 of 2.5 sq.mm (phase neutral and earth) FRLS / HFFR / ZHFR P.V.C.
insulated 1100V grade as per IS : 694 / 1990 specification flexible copper cable in existing
MS conduit pipe for individual ligting circuits including labour charges etc., complete as
26 required for switch boards.
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam / KEI / Polycab / Bonton / V-
Guard / GM / Million / HPL / Goldmedal / Finecab / Vimal / Fortune Art / Gloster / Kundan
cab/Sudhakar

At Toilets 1 x 1 30.00 30
Total 30
Say 30
Rmt

Wiring with 2 runs of 22/0.3mm ( 1.5 Sq.mm) FRLS / HFFR / ZHFR P.V.C. insulated 1100V
grade as per IS : 694 / 1990 specification flexible copper cable (ISI MARK) in existing pipe
with 6A Modular switch, Ceiling rose/BH/SBH Modular switches with cover plate including
all labour charges etc., complete for Light, Fan, Exhaust Fan etc., complete. (for
Residential Building)
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam / KEI / Polycab / Bonton / V-
27
Guard / GM / Million / HPL / Goldmedal / Finecab / Vimal / Fortune Art / Gloster / Kundan
cab/Sudhakar

Makes of switches:- Legrand Arteor / Schneider Zen celo/ Crabtree Murano/ GM-Zenova /
Legrand Myrius / Cabtree Thames Platinum / GM- Zicono/ / Million / Logus / Gold Medal
Curve / GIFA / CPL/ Panasonic Vision / Salzer S 90 Series.

At Toilets 1 x 2 2
Total 2
Say 2
Nos

Repair and Replacement of fans and

28 switches of Electrical items in 1 1 job 1
Division office, AB Section.

Repair and Replacement of fans and

29 switches of Electrical items in 1 1 job 1
Manager room and Record Room.

Repair and Replacement of fans and

30 switches of electrical items in EE's 1 1 job 1
chamber.

Repair and Replacement of fans and

31 switches of electrical items in DB 1 1 job 1
section.

Repair and Replacement of switches

of electrical items Main Distribution
32 1 1 job 1
board for Division office, avoiding the
tripping of power.

Repairs and Restoration of Existing

33 Toiet cum Bathroom with cleaning, 1 1Job 1
Repairs to the Sanitary items

Repairs and Restoration of Electrical

items and Miscallaneous of Sanitary
34 1 1Job 1
items in offices and Sub Division of
Madanapalle.

Total

Page 49 of 147
 1 2 3 4 5 6 7 8
Assistant Exe Engineer Dy. Executive Engineer Executive Engineer
Irrigation Section Irrigation Sub Division Irrigation Division
Madanapalle Madanapalle Madanapalle

Page 50 of 147
 SUB ESTIMATE
Name of the work : Construction of Toilets to primisess of Water Resources Department Division Office at
Madanapalli in Chittoor District
PROVIDING ELECTRIFICATION Est. Cost 222803.00

S.N Description of Work No L B D Qty Unit Rate per Amount

1 2 3 4 5 6 7 8 9 10

1 Supply and fixing of 25mm outer dia 2.20 mm thick Heavy grade with IS:9537
part 3 FRLS regid PVC pipe (ISI MARK) concealed in Roof Slabs with all required
MS deep boxes and all accessories including and labour charges etc., complete.

1 X 1 300.00 300.00
300.00 Rm 65.70 1 Rm 19710
2 Wiring with 2 runs of 22/0.3mm ( 1.5 Sq.mm) FRLS / HFFR / ZHFR P.V.C.
insulated 1100V grade as per IS : 694 / 1990 specification flexible copper cable
(ISI MARK) in existing pipe with 6A Modular switch, Ceiling rose/BH/SBH
Modular switches with cover plate including all labour charges etc., complete
for Light, Fan, Exhaust Fan etc., complete. (for Non Residential Building)

1 X 80 80
80 point 490.70 1 point 39256

3 Supply and Fixing of 16A/6A, 2 in one socket with 16A switch control modular
type with MS flush boxes with front cover plate including all labour charges
etc., complete.

1 X 15 15
15 No 336.35 1 each 5045

4 Supply and run of 3 of 2.5 sq.mm (phase neutral and earth) FRLS / HFFR / ZHFR
P.V.C. insulated 1100V grade as per IS : 694 / 1990 specification flexible copper
cable in existing MS conduit pipe for individual ligting circuits including labour
charges etc., complete as required for switch boards.

1 X 1 450.00 450.00
450.00 Rm 82.10 1 Rm 36945

5 Supply, Transportaton, and fixing of 4-28W box type tube light fitting with
28Watt electronic ballast with all accessories with 40Watt tube and operating
voltage 90 to 350 Volts, power factor 0.98 and harmonics shall be as per IS
specifications including all labour charges and conveyance of all materials etc
complete with with flexible wire and connections

1 X 40 40.00
40.00 No 1097.45 1 each 43898
6 Supply and Fixing of batten holder/angle holder on existing block with 13W CFL
lamp and all labour charges etc., complete. In lieu of ceiling rose.

1 X 20 20
20 No 89.00 1 each 1780
7 Supply of 48" (1200mm) Sweep ISI mark Ceiling Fan as per IS 374 - 1979 and,
with double ball bearings, power input not more than 50W , air delivery more
than 200 cubic meter/min but without Regulator.

1 X 25 25
25 No 1613.00 1 each 40325

Page 51 of 147
8 Supply of Modular type Electronic fan regulator hum free step type socket size
in the existing switch board.

1 X 25 25
25 No 343.00 1 each 8575
9 Labour charges for fixing of ceiling fan with regulator including transportation,
3 core wire leads etc complete

1 X 25 25
25 No 129.45 1 each 3236
10 Supply and Run of 2 of 10 Sq.mm WPSC Aluminium cable along with No.10 SWG
G.I bearer wire through PVC cleats with all accessories including labour charges
etc., complete for service mains.

1 X 1 60.00 60.00
60.00 Rm 50.05 1 Rm 3003

11 Providing independent earthing for Important equipment with 40mm dia 'B' class
2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected
with reducer providing G.I funnel with mesh enclosed in C.C.Chamber of 400m x
400m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with
salt and charcoal from the bottom of the pipe giving earth connection from
electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and
labour charges complete, as per IS specifications 732/1982 (Part II)

1 X 2 2
2 No 3741.10 1 each 7482

12 Supply and fixing 4way TPN, D.B with IP-43 Protection (Metal Door) suitable for
3 phase ELCB /FP Isolator as incommer and 10kA SP MCBs as outing going
including internal connection and labour charges for flush mounting etc.,
complete.
Mak
1 X 2 2
2 No 6774.00 1 each 13548

TOTAL 222803

0 0 Site Engineer,
0 0 APEWIDC,Kuppam

Page 52 of 147
 SUB ESTIMATE

PROVIDING WATER SUPPLY & SANITARY ARRANGEMENTS

Name of the work : Construction of Toilets to primisess of Water Resources

Department Division Office at Madanapalli in Chittoor District
Rate Amount
Sl.No. Quantity Description of work Units
(Rs.) (Rs.)
1 2 3 4 5 6
1 150.00 Rmts. Supplying and fixing of 110mm SWR/ PVC 1 Rmts. 171.20 25680
pipes (as per ISI standards) 4 Kg/Sq.cm.
Prince/sudhakar or any ISI brand and fixing
all special such as plain bends, off sets, door
bends, single junctions, double junctions as
per site requirement, fixing with PVC clamps
if necessary with required number of Bombay
nails including cost and conveyance of all
materials to site, labour charges etc.complete
for finished item of work at all floor levels.
(APSS No. 1302 1319 & 1326)

2 15.00 Nos. Constructing 457.2mm x 457.2mm (1'-6" x 1'- 1 Each 3695.00 55425
6") brick in CM (1:6) prop. Masonry
inspection chamber upto 914.4mm (3'-0") and
fitted with light weight 457.2mm x 457.2mm
(1'-6" x 1"-6") frame and cover of 20kg.,
including cost and convenyance of all
materials to site, all labour charges, sales and
otehr taxes on all materials etc., complete for
finished item of work

3 2.00 Nos. Supplying and fixing 580 mm x 440 mm long 1 Each 3431.65 6863
Orissa pan white glazed Water Closet 1st
qualityISI marked confirming to IS:2556-Part-
3-1981 with "P" or "S" trap Hindware /
Parryware / Neycer with brick masonry seat,
CC squatting plate and fixing 12.70mm dia
NP Push cock 1st quality , P trap or S trap of
Indian W.C. shall be encased on CC (1:2:4)
150mm alround well above the joint to stop
leakage at the joint etc., 10 Litres capacity
Single Flush white PVC low level flushing
system parryware, slimline with internal
components and short bend including cost
and conveyance of all materials to site, all
labour charges, sales and other taxes on all
materials etc., complete for finished item of
work for all floorscomplete including cost and
conveyance of all materials to site, cost of CC
bed, labour charges and seigniorage charges
etc., complete for finished item of work.

Page 53 of 147
 1 2 3 4 5 6
4 Supplying & fixing Ashirvad/Astral flow
guard for equivalent CPVC Pipes with fittings
in ground or on wall including cost of tees,
elbows, bends, reducers, couplings, running
joints, union flanges, unions etc. with
necessary excavation in all types of soils
except rock requiring blasting, refilling,
chiselling masonry walls and making good the
walls & floors to the original surface and
fixing MS clamps on TW blocks on walls
including cost and conveyance of all materials
and labour charges complete for finished item
of work.

a) 50.00 RM 28.60 mm dia CPVC SDR 13.50 1 RM 146.80 7340

b) 60.00 RM 41.30 mm dia CPVC SDR 13.50 1 RM 309.30 18558

c) 80.00 RM 22.20 mm dia CPVC SDR 13.50 1 RM 103.65 8292

5 4.00 Nos. Supplying and fixing Gunmetal Gate ( GM 1 Each 2463.65 9855
peet ) valve as per IS-778 Class - I , Indian
make heavy type including cost and
conveyance of all materials , labour charges
etc. complete for finished item of work. for
40mm Nominal bore

6 10.00 Nos. Supplying and fixing NP bib taps of size 1 Each 403.15 4032
12.70mm dia of Indian make Seiko or
equivalent including cost and conveyance of
all materials, labour charges etc., complete
for finished item of work in all floors.400
grams

7 4000.00 Ltrs Providing and placing on terrace (at all floor 1 Ltrs 5.95 23800
levels)polyetheylene water storage tank with
double layer approved brand and
manufacture with cover and suitable locking
arrangement and making necessary holes for
inlet and outlets and over flow pipes but
without fittings and base support for tanks

TOTAL 159845

Executive Engineer Dy. Executive Engineer Assistant Executive Engineer

Irrigation Division Irrigatin Sub Division Irrigation Section

Page 54 of 147
 SUB ESTIMATE
Name of the work : Construction of Toilets to primisess of Water Resources Department
Division Office at Madanapalli in Chittoor District
TOILET BLOCK
Measurements in Mts.
Sl. No Description Nos
L B D Quantity Rate Unit Amount
1 2 3 4 5 6 7 8 9 10

1 Earth work excavation and depositing on bank with initial lead of 10m and
initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary
Gravelly Soils ( SS 20-B) including all operational incidental labour charges
such as shoring, strutting, sheeting, planking and dewatering including cost
of hire charges of T & P, labour charges etc., complete for finished item of
work including seignerage charges excluding dewatering charges etc.,
complete for Foundation of Building.(APSS No. 308)

Toilet 1 x 1 16.40 0.60 1.20 11.81

Septic tank 1 x 1 3.55 2.50 1.80 15.98
For steps
Toilet 1 x 2 1.80 0.75 0.45 1.22
29.00
29.00 404.00 1 Cum 11716
2 Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent
to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate)
using 40mm size HBG (SS5) metal from approved quarry including cost and
conveyance of all materials like cement, sand, coarse aggregate, water etc. to
site, including seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labor charges such as mixing, laying and
ramming concrete in layers in position not exceeding 15cm, finishing top
surface, curing concrete, etc., complete for finished item of work for
Foundations and Flooring Bed (APSS No. 402)

Toilet 1 x 1 16.40 0.60 0.10 0.98

Internal wall 1 x 4 1.35 0.23 0.10 0.12
for steps Toilet 1 x 2 1.80 0.60 0.10 0.22
Toilet 1 x 1 16.00 1.35 0.10 2.16
Deduct P.B -1 x 1 1.35 0.10 0.10 -0.01
Deduct WC -1 x 5 0.60 0.45 0.10 -0.14
septic tank 1 x 1 3.55 2.50 0.10 0.89
4.22
4.40 3028.05 1 Cum 13323
3 Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using
Hard blasted Granite stones from approved quarry including cost and
conveyance of all materials like Granite stones, cement, sand, water, etc.,
to site including seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as cutting stones to
required size and shape, mixing of cement mortar, constructing masonry,
curing etc., complete for finished item of work for foundation and basement
(APSS No. 601 & 615)

Toilet 1 x 1 16.40 0.45 1.20 8.86

Septic tank alround 1 x 1 10.90 0.45 2.10 10.30
19.16
19.20 2563.00 1 Cum 49210
4 Filling with useful available excavated earth (excluding rock) in trenches,
sides of foundations and basement with initial lead in layers not exceeding
15cm thick, consolidating each deposited layer by watering and ramming
including cost and conveyence of water to work site and all operational,
incidental, labour charges, hire charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)

Toilet 1 x 1 2.50 1.35 0.45 1.52

2.00 271.10 1 Cum 542

Page 55 of 147
1 2 3 4 5 6 7 8 9 10

5 Filling with Gravel in trenches, sides of foundations and basement with

initial lead in layers not exceeding 15cm thick, consolidating each deposited
layer by watering and ramming including cost and conveyence of water to
the work site and all operational, incidental, labour charges, seignorage
charges, hire charges of T & P etc., complete for finished item of work. (APSS
NO. 309 & 310)

Toilet 1 x 1 16.00 1.35 0.90 19.44

20.00 378.30 1 Cum 7566
6 Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks
of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved
source including cost and conveyance of all materials like cement, sand, fly
ash bricks, water etc., to site, including seigniorage charges, sales & other
taxes on all materials, all operational, incidental and labour charges such as
mixing cement mortar, constructing masonry, scaffolding charges, lift
charges, curing, etc., complete for finished item of work. (APSS No. 501 &
504).

Toilet Alround 1 x 1 16.00 0.23 2.40 8.83

Deduct Door -1 x 5 0.75 0.23 2.10 -1.81
Deduct Ventilators V1 -1 x 5 0.75 0.23 0.60 -0.52
front side steps 2 x 1 1.80 0.60 0.25 0.54
2 x 1 1.80 0.35 0.15 0.19
7.23
Say 7.50 5291.50 1 Cum 39686
7 Reinforced Fly Ash Brick Masonry 10cm thick for partition walls in CM (1:4)
prop: Fly Bricks of size 290x100x140mm with compressive of 50 Kgs / Sqcm
from approved source and placing 2nos. of 6mm dia MS bars embedded in
every 3rd layer with free ends of reinforcement keyed into mortar joints of
the main brick work whereever applicable including cost and conveyance of
all materials like cement, sand, bricks, water etc., to site, seigniorage
charges, sales & other taxes on all materials, all operational, incidental and
labour charges such as mixing cement mortar, constructing masonry,
scaffolding charges, lift charges, curing, etc., but excluding cost and
conveyance of steel and its fabrication charges complete for finished item of
work. (APSS No. 501 & 509).

Cross wall 1 x 4 1.35 1.85 9.99

9.99
10.00 604.00 1 Sqm 6040
8 Vibrated Reinforced Cement Concrete M20 mix using 20mm size (SS5) hard
granite machine crushed graded metal (Coarse aggregate) from approved
quarry, using a quantity of 350 kgs. of cement per 1 cum of concrete
including cost and conveyance of all materials like cement, fine aggregate
(Sand), coarse aggregate, water, etc., to site and cost of seigniorage charges
and all operational , incidental and all other taxes on all materials and all
labour charges for steel centering, shuttering, and scafolding with props and
steel plate as per the approved shuttering plan and other accessories as per
the norms and stability calculations , using cashewrina Ballies and wooden
runners & staging including all bracings, cross members etc.,machine
mixing, laying concrete, vibrating, lift charges, curing, etc., complete but
excluding cost of steel and it’s fabrication charges for finished item of work
(APSS No. 402 & 403)

Roof Slab 100 mm thick

Toilet 1 x 1 16.00 1.81 --- 28.96
Septic tank 1 x 1 3.55 2.50 --- 8.88
Deduct -1 x 1 0.60 0.60 --- -0.36
37.48
38.00 729.15 1 Sqm 27708

Page 56 of 147
1 2 3 4 5 6 7 8 9 10

9 Providing impervious coat over RCC roof slab to required slopes with CM
(1:3) prop. 20mm thick (average) mixed with water proofing compound
manufactured by reputed manufacturers as approved by Engineer-in-charge
at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth
with a floating coat of neat cement and thread lining at regular intervals of
45cmx45cm including cost and conveyance of all materials like cement,
sand, water proofing compound, water etc., to site, seigniorage charges,
sales & other taxes on all materials, all operational, incidental and labour
charges such as mixing mortar, laying, rounding off at junctions of wall and
slab, rendering smooth with thread lining, curing, lift charges, etc.,
complete for finished item of work (APSS No. 901 & 903).

Toilet 1 x 1 16.00 1.80 --- 28.80

Septic tank 1 x 1 9.90 1.90 --- 18.81
Bottom 1 x 1 3.05 1.90 --- 5.80
Top 1 x 1 3.50 2.50 --- 8.75
Deduct -1 x 1 0.60 0.60 --- -0.36
61.80
62.00 395.15 1 Sqm 24499
10 Reinforced Cement Concrete M20 mix using 20mm size (SS5) hard granite
machine crushed graded metal (Coarse aggregate) from approved quarry,
using a quantity of 350 kgs. of cement per 1 cum of concrete including cost
and conveyance of all materials like cement, fine aggregate (Sand), coarse
aggregate, water, etc., to site and cost of seigniorage charges and all
operational , incidental and all other taxes on all materials and all labour
charges for steel centering, shuttering, and scafolding with props and steel
plate as per the approved shuttering plan and other accessories as per the
norms and stability calculations , using cashewrina Ballies and wooden
runners & staging including all bracings, cross members etc.,machine
mixing, laying concrete, lift charges, curing, etc., complete but excluding
cost of steel and it’s fabrication charges for finished item of work (APSS No.
402 & 403) )

Lintels
Front side 1 x 2 16.00 0.23 0.15 1.10
For Toilet doors 1 x 5 1.80 0.23 0.15 0.31
1.41
1.42 7974.70 1 Cum 11324
11 Reinforced Cement Concrete M20 mix using 20mm size (SS5) hard granite
machine crushed graded metal (Coarse aggregate) from approved quarry,
using a quantity of 350 kgs. of cement per 1 cum of concrete including cost
and conveyance of all materials like cement, fine aggregate (Sand), coarse
aggregate, water, etc., to site and cost of seigniorage charges and all
operational , incidental and all other taxes on all materials and all labour
charges for steel centering, shuttering, and scafolding with props and steel
plate as per the approved shuttering plan and other accessories as per the
norms and stability calculations , using cashewrina Ballies and wooden
runners & staging including all bracings, cross members etc.,machine
mixing, laying concrete, lift charges, curing, etc., complete but excluding
cost of steel and it’s fabrication charges for finished item of work (APSS No.
402 & 403) for Sun Shades of 0.60mts wide 75mm thick at fixed end and
50mm thick at free end

For ventilators 1 x 5 0.90 0.45 --- 2.03

2.50 604.15 1 Sqm 1510
12 Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick
in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish
including cost and conveyance of all materials like cement, sand, water etc.,
to site, seigniorage charges, sales & other taxes on all materials,all
operational, incidental and labour charges such as mixing mortar,
scaffolding charges, lift charges, including cutting of Grooves wherever
necessary as directed by Engineer - in - charge, finishing, curing, etc.,
complete for Even Surfaces of Wall for finished item of work. (APSS 901,903
& 904)

Toilet 1 x 1 16.00 1.35 --- 21.60

Page 57 of 147
1 2 3 4 5 6 7 8 9 10

Sun shades 1 x 5 0.90 0.45 --- 2.03

23.63
24.00 370.62 1 Sqm 8895
13 Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6)
and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost
and conveyance of all materials like cement, sand, water etc., to site,
seigniorage charges, sales & other taxes on all materials,all operational,
incidental and labour charges such as mixing mortar, scaffolding charges,
lift charges, including cutting of Grooves wherever necessary as directed by
Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of
Wall for finished item of work. (APSS 901,903 & 904)

Toilet Out side alround 1 x 1 16.00 2.35 37.60

Deduct Door -0.5 x 2 0.75 2.10 -1.58
inside Short wall 1 x 4 1.35 0.85 4.59
Top 1 x 4 1.35 0.10 0.54
For Steps at Toilet 1 x 2 1.05 0.60 1.26
Sides 1 x 2 0.90 0.15 0.27
1 x 2 0.60 0.15 0.18
Toilet Inside alround 1 x 5 5.10 1.50 38.25
Deduct Ventilators -V1 -0.5 x 5 0.60 0.60 -0.90
Deduct Door -0.5 x 5 0.75 0.90 -1.69
Basement alround 1 x 1 16.00 0.30 4.80
83.33
83.50 355.85 1 Sqm 29713
14 Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent
to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate)
using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed
graded metal from approved quarry including cost and conveyance of all
materials like cement, sand, coarse aggregate, water etc. to site, including
seigniorage charges, sales & other taxes on all materials, all operational,
incidental and labour charges such as mixing, laying, curing concrete, etc.,
complete for finished item of work (APSS No. 402)

Septic tank Bottom 1 x 1 3.05 1.90 0.05 0.29

Say 0.30 3992.10 1 cum 1198

15 Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x
300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711,
IS:13712, IS:13630(Parts 1to15) of any colour and finish in all shades and
designs set over a base coat of CM (1:8), 12mm thick laid over flooring bed /
V.R.C.C. slab, with neat cement slurry of honey like consistency spread at
the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement
paste to full depth mixed with pigment of matching shade including cost
and conveyance of all materials like cement, sand, water, ceramic tiles etc. to
site, seigniorage charges, sales and other taxes on all materials, all
operational, incidental and labour charges such as mixing of cement mortar,
laying, curing, lift charges etc., complete for finished item of work.(APSS
No.701 & 707) in All Floors

Toilet 1 x 5 1.35 1.20 8.10

Deduct Wc -1 x 2 0.58 0.44 -0.51
7.59
8.00 915.95 1 Sqm 7328
16 Dadooing to walls with glazed red or white full body ceramic wall tiles of size
200 x 300 mm / 245 mm x 325 mm and thickness 6mm 1st quality
conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and
finish in all shades and designs and set over a base coat of CM (1:5), 12mm
thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with
white cement paste mixed with pigment of matching shade including cost
and conveyance of all materials like cement, sand, water, tiles, etc. to site,
seigniorage charges, sales and other taxes on all materials, C921 such as
mixing of cement mortar, laying in position, curing, lift charges etc.,
complete for finished item of work (APSS No.701 & 707) in All Floors

Page 58 of 147
1 2 3 4 5 6 7 8 9 10

Toilets 1 x 5 5.10 --- 1.50 38.25

Deduct door gaps -1 x 5 0.75 --- 1.50 -5.63
32.63
Say 33.00 533.30 1 Sqm 17599

17 Painting to New walls with two coats of acrylic emulsion paint having VOC
(Volatile Organic Compound) content less than 50 grams/liter of superior
quality of approved brand and shade over base coat of cement primer grade
-I making three coats in all to give an even shade after thoroughly brushing
the surface to remove all loose powdered materials, including cost and
conveyance of all materials, including cost and conveyance of all materials,
cost of brushes, water to site, etc., sales & other taxes, all operational,
incidental and labour charges such as scaffolding charges, lift charges,
curing etc., complete for finished item of work in all floors for Walls.(APSS
No. 911) in All Floors INTERNAL

inside Short wall 1 x 4 1.35 0.85 4.59

Toilet Inside alround 1 x 5 5.10 1.50 38.25
Basement alround 1 x 1 16.00 0.30 4.80
43.05
Say 50.00 146.10 1 Sqm 7305

18 Painting to New walls with two coats of acrylic emulsion paint weather proof
waterbased, modified acrylic with silicon additives exterior grade having VOC
(Volatile Organic Compound ) content less than 50 grams/ liter of superior
quality of approved brand and shade over base coat of cement primer grade
-I making three coats in all to give an even shade after thoroughly brushing
the surface to remove all loose powdered materials, including cost and
conveyance of all materials, including cost and conveyance of all materials,
cost of brushes, water to site, etc., sales & other taxes, all operational,
incidental and labour charges such as scaffolding charges, lift charges,
curing etc., complete for finished item of work in all floors for Walls.(APSS
No. 911) in All Floors EXTERNAL

Toilet Out side alround 1 x 1 16.00 2.35 37.60

Deduct Door -0.5 x 2 0.75 2.10 -1.58
Top 1 x 4 1.35 0.10 0.54
Deduct Ventilators -V1 -0.5 x 5 0.60 0.60 -0.90
Deduct Door -0.5 x 5 0.75 0.90 -1.69
Basement alround 1 x 1 16.00 0.30 4.80
38.78
Say 40.00 194.55 1 Sqm 7782
19 Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the
size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm
rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of
150mm long brackets of 15x15mm M.S. square tube. The two vertical door
profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge.
The door frame shall be fixed to the wall using 65/100mm long M.S. Screws
through the frame by using PVC fasteners. A minimum of 4nos. of screws to
be provided for each vertical member & minimum 2nos. for horizontal
member etc. complete as per manufacturers specification and direction of
Engineer-in-Charge for finished item of work

Toilet doors 1 x 2 5.15 10.30

10.30 312.45 1 Rmt 3218

Page 59 of 147
1 2 3 4 5 6 7 8 9 10

20 Providing and fixing 30mm thick Solid panel PVC door shutter consisting of
frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x
19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall
have a coat of steel primers of approved make and manufacture. M.S. frame
shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x
50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail,
lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm
wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of
10mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the
stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side,
and joined together with solvent cement adhesive etc. An additional 5mm
thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’
Channel using PVC solvent adhesive. Complete as per direction of Engineer-
in-charge, manufacturer’s specification & drawing for finished item of work .

Toilets doors 1 x 2 0.67 2.05

2.05 2272.30 1 Sqm 4658

21 Supply and fixing of MS Grills for doors, windows, Ventilators etc., including
cost of conveyance of all materials and all labour charges etc., completed

Ventilators - V1 of size 1 x 5 22.00 --- --- 110.00

0.75 x 0.60m
110.00 72.27 1 Kg 7950

22 Painting to New Iron work with two coats of ready mixed Synthetic Enamel
paints in all shades Grade - I having VOC (Volatile Organic Compound )
content less than 50 grams/ liter over an existing steel primer including cost
and conveyance of all materials to site, sales & other taxes, incidental,
operational and all labour charges etc., complete for finished item of work.
(APSS No. 1201, 1207 & 1212).in All Floors

MS doors 2.5 x 5 0.75 2.10 19.69

Ventilators V1 1 x 5 0.60 0.60 1.80
21.49
Say 22.00 94.95 1 Sqm 2089

23 Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as
per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required
sizes and shapes placing in position with cover blocks of approved size and
binding wire of 20SWG, forming grills for reinforcement work as per
approved designs and drawings including cost and conveyance of bars from
approved sources to site of work, including cost and conveyance of binding
wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all
operational, incidental, and labour charges such as cutting, bending, placing
in position, tying etc., and sales & other taxes,on cost of all materials
complete for finished item of work (APSS No.126) in all floors.

For roof slabs 1500.00

1500.00
1.500 50652.40 1 Mt 75979

24 Supplying & fixing Ashirvad/Astral flow guard for equivalent CPVC Pipes
with fittings in ground or on wall including cost of tees, elbows, bends,
reducers, couplings, running joints, union flanges, unions etc. with
necessary excavation in all types of soils except rock requiring blasting,
refilling, chiselling masonry walls and making good the walls & floors to the
original surface and fixing MS clamps on TW blocks on walls including cost
and conveyance of all materials and labour charges complete for finished
item of work.

a) 22.20 mm dia CPVC

SDR 13.50
1 x 5 4.50 --- --- 22.50

Page 60 of 147
1 2 3 4 5 6 7 8 9 10

22.50 103.65 1 Rm 2332

b) 28.60 mm dia CPVC

SDR 13.50
From tank 1 x 1 60.00 --- --- 60.00
60.00 146.80 1 Rm 8808

25 Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop.

Masonry inspection chamber upto 914.4mm (3'-0") and fitted with light
weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg.,
including cost and convenyance of all materials to site, all labour charges,
sales and otehr taxes on all materials etc., complete for finished item of
work.

Toilets 1 x 12 --- --- --- 12.00

12.00 3695.00 1 Nos 44340

26 Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water
Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or
"S" trap Hindware / Parryware / Neycer with brick masonry seat, CC
squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or
S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well
above the joint to stop leakage at the joint etc., 10 Litres capacity Single
Flush white PVC low level flushing system parryware, slimline with internal
components and short bend including cost and conveyance of all materials
to site, all labour charges, sales and other taxes on all materials etc.,
complete for finished item of work for all floorscomplete including cost and
conveyance of all materials to site, cost of CC bed, labour charges and
seigniorage charges etc., complete for finished item of work.

Toilets 1 x 5 --- --- --- 5.00

5.00 3431.65 1 Nos 17158

27 Supply & fixing of tested NP bib taps at all levels of 12.70 of Indian make
first quality ( N.P bib tap indian make heavy duty ) including cost &
conveyance of all materials, labour charges for finished item of work
complete for all floors. 400 grms

toilet 1 x 7 --- --- --- 7.00

7.00 403.15 1 Nos 2822

28 Supplying and fixing PPR Ball valve as per ISI Class - I , Indian make heavy
type including cost and conveyance of all materials , labour charges etc.
complete for finished item of work.
25.4 mm Dia 1 x 2 --- --- --- 2.00 235.20 1 Nos 470

29 Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm.
Prince/sudhakar or any ISI brand and fixing all special such as plain bends,
off sets, door bends, single junctions, double junctions as per site
requirement, fixing with PVC clamps if necessary with required number of
Bombay nails including cost and conveyance of all materials to site, labour
charges etc.complete for finished item of work at all floor levels. (APSS No.
1302 1319 & 1326)

110mm Dia
1 x 1 55.00 --- --- 55.00
55.00 171.20 1 Rmt 9416
30 Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK)
concealed in wall with all required accessories including masonary work for
light, fan and separate plug point with well seasoned TW box including all
labour charges etc., complete. Make :

1 x 1 35.00 --- --- 35.00

35.00 74.90 1 Rmt 2622

Page 61 of 147
1 2 3 4 5 6 7 8 9 10

31 Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of
light point complete with all connections and all labour charges with 5.0W
LED Lamp with input voltage 90 to 300V, Colour temparature 3000k -
6500k, Beam angle 170 - 220 degrees, B22 base, 350 Lumens. Makes:
Phillips / Crompton / Bajaj / Havells / Halonix / VIN / Jaquor / Renesola
(for new installation).
Makes : Gold Medal /Million / Vimal

1 x 12 --- --- 12.00

12.00 302.75 Nos 3633
32 Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant Low Smoke
(FRLS) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with
6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch
control box including all labour charges etc., complete for light, bell, fan and
exhaust fan points in Non-Residential Buildings
Makes of Wires : Finolex / R.R.Cable Makes of Switches :
Anchor Penta Cherry / Gold Madel Olive / Million Zoom / Great white
omega

1 x 20 --- ---20.00
20.00 393.55 Nos 7871
33 Supply and run of 2 of 2.5 sq.mm FR PVC insulated flexible copper cable
and one run of 1.0 sq.mm flexible copper wire for earthing in existing PVC/
MS conduit pipe for circuit mains including labour charges (phase neutral
and earth) etc., complete as requirement

1 x 1 100.00 --- --- 100.00

100.00 79.50 Nos 7950
TOTAL 474260

Executive Engineer Dy. Executive Engineer Assistant Executive Engineer

Irrigation Division Irrigatin Sub Division Irrigation Section

Page 62 of 147
 SEPTIC TANK SUB ESTIMATE

Name of the work : Construction of Toilets to primisess of Water Resources Department Division Office at
Madanapalli in Chittoor District
Sl. Measurements Per Amount
Description of item QTY Unit Rate
No. Nos. L B D Unit
1 2 3 4 5 6 7 8 9
1 Earth work excavation and depositing on bank (Manual means) with initial lead
of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth &
Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour
charges such as

septic tank 1 x 1 10.80 4.05 2.10 91.85

Soak pit 1 x 1 3.00 3.00 1.80 16.20
108.05
Or say 109.00 Cum 183.65 1 Cum 20018.00
2 Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to
(1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using
40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry
including cost and conveya

septic tank 1 x 1 10.80 4.05 0.15 6.56

Soak pit 1 x 1 12.00 0.30 0.10 0.36
6.92
Or say 7.00 Sqm 3028.05 1 Sqm 21196.00
3 Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard
blasted Granite stones from approved quarry including cost and conveyance of
all materials like Granite stones, cement, sand, water, etc., to site sales &
other taxes on all materials, all operational, incidental, and labour charges such
as cutting stones to required size and shape, mixing of cement mortar,
constructing masonry, curing etc., complete but excluding seigniorage charges
for finished item of work for foundation and basement (APSS No. 601 & 615)

Allround 1 x 1 21.90 0.45 2.40 23.65

23.65
25.00 Cum 2563.00 1 Cum 64075.00
4 Construction of Perforated Dry Brick Masonry without using CM and keeping
vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge
including cost and conveyance of all amterials to site seignorage charges, sales
and other taxes, all labour charges etc., complete item of work for Soak Pit.

For soakpit 1 x 1 12.00 0.23 2.10 5.80

Say 6.00 Cum 4982.60 1 Cum 29896.00

5 Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to

(1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using
20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal
from approved quarry inc

septic tank inside board 1 x 1 10.80 4.05 0.05 2.19

Page 63 of 147
1 2 3 4 5 6 7 8 9
2.19
Or say 2.50 Sqm 3992.10 1 Cum 9980.00
5 Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6)
and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and
conveyance of all materials like cement, sand, water etc., to site, seigniorage
charges, sales & other taxes on all materials, all operational, incidental and
labour charges such as mixing mortar,scaffolding charges, lift charges,
finishing,including cutting of Grooves wherever necessary as directed by
Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall
for finished item of work. (APSS 901,903 & 904)

backside long wall 1 x 2 9.90 2.20 43.56

short walls 1 x 1 3.15 2.20 6.93
Top 1 x 1 9.90 3.15 31.19
bottom portion 1 x 1 9.90 3.15 31.19
Sump 1 x 1 3.00 3.00 9.00
121.86
Or say 125.00 Sqm 366.70 1 Sqm 45838.00
6 Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching )
using 20mm size (SS5) hard blasted granite machine crushed graded metal
(Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs.
of cement per 1 cum of concr for 100 mm thick slab

for roof slab 100 mm

thick
Septic tank 1 x 1 10.80 4.05 43.74
Soak pit 1 x 1 3.00 3.00 9.00
52.74
Or say 53.00 Sqm 729.15 1 Sqm 38645.00
7 Providing impervious coat over RCC roof slab to required slopes with CM (1:3)
prop. 20mm thick (average) mixed with water proofing compound manufactured
by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of
cement, laid over roof slab w

inside long walls 1 x 1 10.00 4.05 40.50

40.50
Or say 45.00 Sqm 395.15 1 Sqm 17782.00
8 Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per
IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes
and shapes placing in position with cover blocks of approved size and binding
wire of 20SWG, forming

0.75
Or say 1.00 MT 50652.40 1 MT 50652.00
TOTAL >>> 298082.00

Page 64 of 147
1 2 3 4 5 6 7 8 9

Executive Engineer Dy. Executive Engineer Site Engineer,

APEWIDC, CHITTOOR APEWIDC, MADANAPALLI APEWIDC,Kuppam

Page 65 of 147
 LEAD CHART

Name of the work : Construction of Toilets to primisess of Water Resources Department Division Office at Madanapalli in Chittoor District

RATES AS PER COMMON SSR OF 2017-18 with cement and steel rates of 26-02-17

Lead in KM
Initial Cost Add Area
including Differenc allowence
Avg. contractore 1%
Sl. Source of Convence Stacking in Loading unloading on loading
Description SSR Sl.No. Thickness profit towards Total Unit per
No. Material Charges net Charges Seignio- charges charges & unloading
in mm MR CT Total &13.615% storage
conveyance wherever rage charges @
necesssary Charges 0%

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)
Bahuda River
1 Sand for Cocrete M-005 30.00 0.00 30.00 356.70 42.74 313.96 95.00 0.00 0.00 0.00 0.00 0.00 451.70 Cum.
Mahal
Bahuda River
2 Sand for Mortor & Plasterings M-005 30.00 0.00 30.00 356.70 42.74 313.96 170.00 0.00 0.00 0.00 0.00 0.00 526.70 Cum.
Mahal

3 Sand for filling& blindage M-004 Local 5.00 0.00 5.00 77.60 9.30 68.30 95.00 0.00 0.00 0.00 0.00 0.00 172.60 Cum.

4 Gravel M-008 Local 5.00 0.00 5.00 77.60 9.30 68.30 110.00 0.00 0.00 0.00 0.00 0.00 187.60 Cum.

R.R. Stone(Granite, Dolamite

5 M-148 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 240.00 0.00 0.00 0.00 0.00 0.00 329.20 Cum.
&Trap variety)
C.R. Stone(Granite, Dolamite
6 CSSR-A.14 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 274.30 0.00 0.00 0.00 0.00 0.00 363.50 Cum.
&Trap variety)
trough stones25 x25x45 to 60
7 M.182 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 0.00 0.00 0.00 0.00 0.00 0.00 89.20 Cum.
cms
40mm HBG Metal
8 M-055 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 808.00 0.00 0.00 0.00 0.00 0.00 897.20 Cum.
(IS383-1970)
20mm M/c chips
9 M-053 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 1303.00 0.00 0.00 0.00 0.00 0.00 1392.20 Cum.
(IS383-1970)
13.2/12.5 mm M/c chips
10 M-052 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 1048.00 0.00 0.00 0.00 0.00 0.00 1137.20 Cum.
(IS383-1970)
10mm M/c chips
11 M-051 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 894.00 0.00 0.00 0.00 0.00 0.00 983.20 Cum.
(IS383-1970)
6mm M/c chips
12 M-050 Nallagutta 6.00 0.00 6.00 89.20 10.69 78.51 703.00 0.00 0.00 0.00 0.00 0.00 792.20 Cum.
(IS383-1970)
2nd Class Bricks of size
13 BMT-A.01 Local 5.00 0.00 5.00 125.50 15.04 110.46 4672.00 0.00 0.00 0.00 65.92 13.18 4876.60 1000 Nos
23x11x7cm

Fly Ash Bricks of size 290 x100

14 x140 mm with compressive BMT-A.13 1 Local 5.00 0.00 5.00 125.50 15.04 110.46 9000.00 0.00 0.00 65.92 65.92 13.18 9270.52 1000 Nos
strength of 50 Kg /sq.cm

Fly Ash Bricks of size 290 x225

15 x 140 mm with compressive BMT-A.10 1 Local 5.00 0.00 5.00 125.50 15.04 110.46 20000.00 0.00 0.00 65.92 65.92 13.18 20270.52 1000 Nos
strength of 50 Kg/sq .cm

Polished Bethamcherla pure

white stone minimum of 25 mm BMT-B.07 25 Bethamcherla 269.00 0.00 269.00 101.99 12.22 89.77 385.90 0.00 0.00 0.00 0.60 0.00 488.49 1Sqm.
thick (0.254M x 0.254M)

LEAD 66
 Lead in KM
Initial Cost Add Area
including Differenc allowence
Avg. contractore 1%
Sl. Source of Convence Stacking in Loading unloading on loading
Description SSR Sl.No. Thickness profit towards Total Unit per
No. Material Charges net Charges Seignio- charges charges & unloading
in mm MR CT Total &13.615% storage
conveyance wherever rage charges @
necesssary Charges 0%

Polished Black Kadapa slabs

16 minimum of 15 mm thick #REF! #REF! Yerraguntla 155.00 0.00 155.00 #REF! #REF! #REF! 116.70 0.00 0.00 0.00 #REF! #REF! #REF! 1Sqm.
(0.457M x 0.457M)

Rough Kadapa slabs of

17 minimum 40 mm thick, size #REF! #REF! Yerraguntla 155.00 0.00 155.00 #REF! #REF! #REF! 81.00 0.00 0.00 0.00 #REF! #REF! #REF! 1Sqm.
not less than (0.457 x 457M)

Polished Marble Slabs of any

18 variety 16 to 20 mm thick (size BMT-B.12 18 Local 5.00 0.00 5.00 1.34 0.16 1.18 617.00 0.00 0.00 0.00 0.43 0.09 618.86 1Sqm.
0.457 x 0.457 M / 0.6 x 0.6 M)

High Polished Granite 16 to 18

19 mm thick up to 2.43 M BMT-B.11 17 Yerraguntla 155.00 0.00 155.00 40.50 4.85 35.64 1991.00 0.00 0.00 0.41 0.08 2031.99 1Sqm.
black

High Polished Granite 16 to 18

mm thick up to 2.43 M
19 BMT-B.10 17 Local 5.00 0.00 5.00 1.27 0.15 1.11 2342.00 0.00 0.00 0.41 0.08 2343.75 1Sqm.
other than black and regular
colours
20 water M-189 Local 0.50 0.00 0.50 0.00 0.00 0.00 77.00 0.00 77.00 KL

21 Cement CSSR-A.05 At Site 0.00 0.00 0.00 0.00 0.00 3882.00 0.00 0.00 0.00 79.10 15.82 3976.92 M.T
Mild Steel Bars (Fe 250) for
22 M-126 At Site 0.00 0.00 0.00 0.00 0.00 36000.00 0.00 0.00 0.00 94.81 18.96 36113.77 M.T
6mm
High Yield Strength Deformed
23 Bars (Fe 415) for 8mm to CSSR-A.62 At Site 0.00 0.00 0.00 0.00 0.00 32100.00 0.00 0.00 0.00 94.81 18.96 32213.77 M.T
40mm dia

Mild Steel, Structural steel, I,e,

24 CSSR-A.68 At Site 0.00 0.00 0.00 0.00 0.00 35500.00 0.00 0.00 0.00 94.81 18.96 35613.77 M.T
Angles, Channels & I-Sections

25 M.S. Flats CSSR-A.69 At Site 0.00 0.00 0.00 0.00 0.00 36500.00 0.00 0.00 0.00 94.81 18.96 36613.77 M.T

26 M.S. Plates CSSR-A.69 At Site 0.00 0.00 0.00 0.00 0.00 40000.00 0.00 0.00 0.00 94.81 18.96 40113.77 M.T

CERTIFICATES:-
1 Certified that the above leads are true and correct to the best of my knowledge
2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal
3 Certified that the 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing
4 Certified that the work site does not falls within 12 Kms belt of any municipality/ Corporation Limits and hence no extra allowence is required

Assistant Executive Engineer Dy. Executive Engineer Executive Engineer

LEAD 67
 Lead in KM
Initial Cost Add Area
including Differenc allowence
Avg. contractore 1%
Sl. Source of Convence Stacking in Loading unloading on loading
Description SSR Sl.No. Thickness profit towards Total Unit per
No. Material Charges net Charges Seignio- charges charges & unloading
in mm MR CT Total &13.615% storage
conveyance wherever rage charges @
necesssary Charges 0%

Irrigation Section Irrigatin Sub Division Irrigation Division

Madanapalle Madanapalle Madanapalle

LEAD 68
 DATA
Name of the work : Construction of Toilets to primisess of Water Resources Department
Division Office at Madanapalli in Chittoor District
Overheads 13.615%

COMMON STANDARD SCHEDULE OF RATES FOR THE YEAR 2017-2018

20% AGENCY / MUNICIPAL / LALI ALLOWANCE
CEMENT MORTAR (1:2)
Material
Cost of Sand 1.05 Cum 526.70 1.00 Cum 553.04
Cost of Cement 720 Kgs 3976.92 1000.00 Kgs 2863.38
Man Power
Light Mazdoor 0.20 Nos 444.00 1.00 Day 88.80
Rate per cu.m. 3505.22

CEMENT MORTAR (1:3)

Material
Cost of Sand 1.05 Cum 526.70 1.00 Cum 553.04
Cost of Cement 480 Kgs 3976.92 1000.00 Kgs 1908.92
Man Power
Light Mazdoor 0.20 Nos 444.00 1.00 Day 88.80
Rate per cu.m. 2550.76

CEMENT MORTAR (1:4)

Material
Cost of Sand 1.05 Cum 526.70 1.00 Cum 553.04
Cost of Cement 360 Kgs 3976.92 1000.00 Kgs 1431.69
Man Power
Light Mazdoor 0.20 Nos 444.00 1.00 Day 88.80
Rate per cu.m. 2073.53

CEMENT MORTAR (1:5)

Material
Cost of Sand 1.05 Cum 526.70 1.00 Cum 553.04
Cost of Cement 288 Kgs 3976.92 1000.00 Kgs 1145.35
Man Power
Light Mazdoor 0.20 Nos 444.00 1.00 Day 88.80
Rate per cu.m. 1787.19

CEMENT MORTAR (1:6)

Material
Cost of Sand 1.05 Cum 526.70 1.00 Cum 553.04
Cost of Cement 240 Kgs 3976.92 1000.00 Kgs 954.46
Man Power
Light Mazdoor 0.20 Nos 444.00 1.00 Day 88.80
Rate per cu.m. 1596.30

CEMENT MORTAR (1:8)

Material
Cost of Sand 1.05 Cum 526.70 1.00 Cum 553.04
Cost of Cement 180 Kgs 3976.92 1000.00 Kgs 715.85
Man Power
Light Mazdoor 0.20 Nos 444.00 1.00 Day 88.80
Rate per cu.m. 1357.68
Cost andConvenyance of
20mm to 6mm HBG
Graded
20mm Metal / (Trap 0.60 Cum 1392.20 1.00 Cum 835.32
Metal)
12mm 0.15 Cum 1137.20 1.00 Cum 170.58
10mm 0.15 Cum 983.20 1.00 Cum 147.48
6mm 0.10 Cum 792.20 1.00 Cum 79.22

Page 69 of 147
Page 70 of 147
 Rate per 1 cu.m. Total 1232.60
Hire charges of machinery
SL. fuel crew
Description of machinery Units Hire charges total
No charges charges
1 concrete mixer300/200
Hour 41.50 84.90 230.10 356.50
(diesel)
2 Batchingplant 0.5 cum Hour 89.00 85.00 357.50 531.50
3 needle vibrator 40 mm
Hour 5.90 19.70 165.60 191.20
(petrol)
4 0.00

Sl. No. Description Quantity Rate (Rs.) Per Unit Amount (Rs.)

1 Earth work excavation and depositing on bank with initial lead of 10m and initial lift
of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils
( SS 20-B) including all operational incidental labour charges such as shoring,
strutting, sheeting, planking and dewatering including cost of hire charges of T & P,
labour charges etc., complete for finished item of work including seignerage charges
excluding dewatering charges etc., complete for Foundation of Building.(APSS No.
308)
Light Mazdoor 0.364 Nos 444.00 1.00 Day 161.62
Add 75% for excavation of 1 cu.m. 0.00 1.00 cu.m. 0.00
foundation of building
add seigniorage charges 1 cum 0.00 1.00 cum 0.00
Add Overheads &
Contractors Profit 161.62 cu.m. 0.13615 1.00 cu.m. 22.00
@13.615%
Rate per 1 cu.m. Total 183.65
2 Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to
(1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using
40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including
cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to
site, including seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as mixing, laying and ramming
concrete in layers in position not exceeding 15cm, finishing top surface, curing
concrete, etc., complete for finished item of work for Foundations and Flooring Bed
(APSS No. 402)
Material
Metal 40mm 0.9 cu.m. 886.51 1.00 cu.m. 797.86
Sand 0.45 cu.m. 408.96 1.00 cu.m. 184.03
Cement 129.6 Kgs. 3976.92 1000.00 Kgs. 515.41
Water 1.2 KL 77.00 1.00 KL 92.40
Machinery
concrete mixer300/200 1 Hour 356.50 1.00 Hour 356.50
(diesel)
LA oncrew charges 20% 230.10 1.00 46.02
Labour
1st class mason 0.1 Nos. 558.00 1.00 Each 55.80
Light Mazdoor 1.39 Nos. 444.00 1.00 Each 617.16
Add Overheads & 2665.18 cu.m. 0.13615 1.00 cu.m. 362.86
Contractors Profit
Rate per Cu.m. Total 3028.05
@13.615%

3 Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to

(1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm
size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved
quarry including cost and conveyance of all materials like cement, sand, coarse
aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all
materials, all operational, incidental and labour charges such as mixing, laying, curing
concrete, etc., complete for finished item of work (APSS No. 402)

Material

Page 71 of 147
Page 72 of 147
 Graded Metal 20mm to 0.9 cu.m. 0.00 1.00 cu.m. 0.00
6mm
Sand 0.45 cu.m. 408.96 1.00 cu.m. 184.03
Cement 331.2 Kgs. 3976.92 1000.00 Kgs. 1317.16
Water 1.2 KL 77.00 1.00 KL 92.40
Machinery
concrete mixer300/200 1 Hour 356.50 1.00 Hour 356.50
(diesel)
LA oncrew charges 20% 230.10 1.00 46.02
Labour
1st class mason 0.1 cu.m. 558.00 1.00 cu.m. 55.80
men &women Mazdoor 1.39 Nos. 444.00 1.00 Each 617.16
Basic rate per Cum. Total 2669.07
Rate for other Floors GF FF SF TF 4th
Basic Rate of P.C.C(1:2:4) 2669.07 2669.07 2669.07 2669.07 2669.07
per Cum.
Hire charges on centering 277.00 277.00 277.00 277.00 277.00
material
Labour charges for centering 473.00 520.30 567.60 614.90 662.20
La on centering labour 20% 94.60 104.06 113.52 122.98 132.44
charges
Lift Charges per Cum. 0.00 67.30 134.59 201.89 269.18
3513.67 3637.73 3761.78 3885.84 4009.89
Add Overheads & 0.13615 478.39 495.28 512.17 529.06 545.95
Contractors Profit
Rate per cu.m. Total 3992.10 4133.05 4273.95 4414.90 4555.85
@13.615%

4 Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted
Granite stones from approved quarry including cost and conveyance of all materials
like Granite stones, cement, sand, water, etc., to site including seigniorage charges,
sales & other taxes on all materials, all operational, incidental, and labour charges
such as cutting stones to required size and shape, mixing of cement mortar,
constructing masonry, curing etc., complete for finished item of work for foundation
and basement (APSS No. 601 & 615)

cost of cement 59.40 Kgs 3976.92 1000.00 Kgs 236.23

RR Stone 0.50 Cum 318.51 1.00 Cum 159.26
CR 0.44 Cum 352.81 1.00 Cum 155.24
Through stones 25 x 25x 45 0.16 Cum 78.51 1.00 Cum 12.56
to 60 cms
Sand 0.33 cu.m. 408.96 1.00 cu.m. 134.96
1st Class Mason 1.20 Nos 558.00 1.00 Each 669.60
Light Mazdoor 2.00 Nos 444.00 1.00 Each 888.00
2255.84
Add Overheads & 2255.84 cu.m. 0.13615 1.00 cu.m. 307.13
Contractors Profit
Rate per cu.m. Total 2563.00
@13.615%

5 Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching /

Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse
aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per
1 cum of concreteincluding cost and conveyance of all materials like cement, fine
aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges
on all materials including centering using Cashewrina Ballies and Wooden
runners & staging including all bracings, cross members etc., shuttering , machine
mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost
of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)
For coloumns , Lintels, Water tanks, Rcc walls in building

Material
Graded Metal 20mm to 0.80 cu.m. 0.00 1.00 cu.m. 0.00
6mm
Page 73 of 147
 5th 6th
2669.07 2669.07
277.00 277.00
709.50 756.80
141.90 151.36
336.48 403.78
4133.95 4258.01
562.84 579.73
4696.80 4837.75

Page 74 of 147
 Sand 0.40 cu.m. 408.96 1.00 cu.m. 163.58
Cement 350.00 kgs 3976.92 1000.00 kgs 1391.92
Water 1.20 KL 77.00 1.00 KL 92.40
Machinery
Batchingplant 0.5 cum 1.333 Hour 531.50 1.00 Hour 708.49
needle vibrator 40 mm 1.333 Hour 191.20 1.00 Hour 254.87
(petrol)
LA on crew charges 20% 697.29 1.00 139.46
manpower
1st Class Mason 0.167 Nos. 558.00 1.00 Each 93.19
2nd Class Mason 0.167 Nos. 504.00 1.00 Each 84.17
Man Mazdoor 5.60 Nos. 444.00 1.00 Each 2486.40
Basic rate per Cum. Total 5414.48

a) For Columns / RCC walls and Water tanks

Rate for other Floors GF FF SF TF 4th
Rate as worked out above 5414.48 5414.48 5414.48 5414.48 5414.48
per
HireCum.
charges on centering 229.00 229.00 229.00 229.00 229.00
material
Labour charges for centering 1338.00 1471.80 1605.60 1739.40 1873.20
La on centering labour 20% 267.60 294.36 321.12 347.88 374.64
charges
Lift charges @ 10% extra on 266.38 532.75 799.13 1065.50
each floor 7249.08 7676.02 8102.95 8529.89 8956.82
Add Overheads & 0.13615 986.96 1045.09 1103.22 1161.34 1219.47
Contractors
Rate per cu.m. Profit Total 8236.05 8721.15 9206.20 9691.25 10176.30
@13.615%

b) For RCC Lintels

Rate for other Floors GF FF SF TF 4th
Rate as worked out above 5414.48 5414.48 5414.48 5414.48 5414.48
per
HireCum.
charges on centering 760.00 760.00 760.00 760.00 760.00
material
Labour charges for centering 953.00 1048.30 1143.60 1238.90 1334.20
La on centering labour 20% 190.60 209.66 228.72 247.78 266.84
charges
Lift charges @ 10% extra on 266.38 532.75 799.13 1065.50
each floor 7318.08 7698.82 8079.55 8460.29 8841.02
Add Overheads & 0.13615 996.36 1048.19 1100.03 1151.87 1203.70
Contractors
Rate per cu.m. Profit Total 8314.45 8747.05 9179.60 9612.20 10044.75
@13.615%

6 Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching )

using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse
aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per
1 cum of concrete including cost and conveyance of all materials like cement, fine
aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges
on all materials including centering using Cashewrina Ballies and Wooden
runners & staging including all bracings, cross members etc., shuttering , machine
mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost
of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)
For beams and slabs
Material
Graded Metal 20mm to 0.8 cu.m. 0.00 1.00 cu.m. 0.00
6mm
Sand 0.4 cu.m. 408.96 1.00 cu.m. 163.58
Cement 350 kgs 3976.92 1000.00 kgs 1391.92
Water 1.2 KL 77.00 1.00 KL 92.40
Machinery
Batchingplant 0.5 cum 0.308 Hour 531.50 1.00 Hour 163.70
Page 75 of 147
 5th 6th
5414.48 5414.48
229.00 229.00
2007.00 2140.80
401.40 428.16
1331.88 1598.25
9383.76 9810.69
1277.60 1335.72
10661.40 11146.45

5th 6th
5414.48 5414.48
760.00 760.00
1429.50 1524.80
285.90 304.96
1331.88 1598.25
9221.76 9602.49
1255.54 1307.38
10477.30 10909.90

Page 76 of 147
 needle vibrator 40 mm 0.308 Hour 191.20 1.00 Hour 58.89
(petrol)
LA on crew charges 20% 161.11 1.00 32.22
manpower
1st Class Mason 0.067 Nos. 558.00 1.00 Each 37.39
2nd Class Mason 0.133 Nos. 504.00 1.00 Each 67.03
Man Mazdoor 3.077 Nos. 444.00 1.00 Each 1366.19
Basic rate per Cum. Total 3373.32

c) VRCC M20 design mix for Slabs 100mm thick

Cost of VRCC for 100 mm 0.10 cu.m. 3373.32 1.00 cu.m. 337.33
thick slabother Floors
Rate for GF FF SF TF 4th
Rate as worked out above 337.33 337.33 337.33 337.33 337.33
per
HireCum.
charges on centering 152.00 152.00 152.00 152.00 152.00
material
Labour charges for centering 127.00 139.70 152.40 165.10 177.80
La on centering labour 20% 25.40 27.94 30.48 33.02 35.56
charges
Lift charges @ 10% extra on 14.71 29.41 44.12 58.82
each floor 641.73 671.68 701.62 731.57 761.51
Add Overheads & 0.13615 87.37 91.45 95.53 99.60 103.68
Contractors
Rate per 1 Sqmts. Profit Total 729.15 763.15 797.20 831.20 865.20
@13.615%

7 Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm

size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from
approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of
concrete including cost and conveyance of all materials like cement, fine aggregate
(Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all
materials including centering using Cashewrina Ballies and Wooden runners &
staging including all bracings, cross members etc., shuttering , machine mixing,
laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s
fabrication charges for finished item of work (APSS No. 402 & 403)

Material
Graded Metal 20mm to 0.8 cu.m. 0.00 1.00 cu.m. 0.00
6mm
Sand 0.4 cu.m. 408.96 1.00 cu.m. 163.58
Cement 350 kgs 3976.92 1000.00 kgs 1391.92
Water 1.2 KL 77.00 1.00 KL 92.40
Machinery
Batchingplant 0.5 cum 1.333 Hour 531.50 1.00 Hour 708.49
LA on crew charges 20% 476.55 1.00 95.31
manpower
1st Class Mason 0.167 Nos. 558.00 1.00 Each 93.19
2nd Class Mason 0.167 Nos. 504.00 1.00 Each 84.17
Man Mazdoor 5.6 Nos. 444.00 1.00 Each 2486.40
Basic rate per Cum 5115.46
a) For Lintels
Rate for other Floors GF FF SF TF 4th
Rate as worked out above 5115.46 5115.46 5115.46 5115.46 5115.46
per
HireCum.
charges on centering 760.00 760.00 760.00 760.00 760.00
material
Labour charges for centering 953.00 1048.30 1143.60 1238.90 1334.20
La on centering labour 20% 190.60 209.66 228.72 247.78 266.84
charges
Lift charges @ 10% extra on 266.38 532.75 799.13 1065.50
each floor 7019.06 7399.80 7780.53 8161.27 8542.00
Add Overheads & 0.13615 955.64 1007.48 1059.32 1111.16 1162.99
Contractors
Rate per Cum. Profit Total 7974.70 8407.30 8839.85 9272.45 9705.00
@13.615%
Page 77 of 147
 5th 6th
337.33 337.33
152.00 152.00
190.50 203.20
38.10 40.64
73.53 88.24
791.46 821.41
107.76 111.84
899.25 933.30

5th 6th
5115.46 5115.46
760.00 760.00
1429.50 1524.80
285.90 304.96
1331.88 1598.25
8922.74 9303.47
1214.83 1266.67
10137.60 10570.15

Page 78 of 147
8 Reinforced cement concrete with M 20 grade Design mix ( by weigh batching )
using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse
aggregate) from approved quarry using a minimum quantity of 350 Kg of cement per
1 Cum of concrete including cost and conveyance of all materials like cement, fine
aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges
on all materials including centering using Cashewrina Ballies and Wooden
runners & staging including all bracings, cross members etc., shuttering, machine
mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an
average thickness of 6.25cm including labour charges for mixing, laying, curing
etc., complete but excluding cost of steel and its fabrication charges for finished
item of work (APSS No. 402 & 403)

for sun-shades of any width as per approved plan / design and of average
thickness of 62.50mm ( thickness at support 75mm and thickness at edge
50mm) (APSS No. 402, 403)
material
Graded Metal 20mm to 0.8 cu.m. 0.00 1.00 cu.m. 0.00
6mm
Sand 0.4 cu.m. 408.96 1.00 cu.m. 163.58
Cement 350 kgs 3976.92 1000.00 kgs 1391.92
Water 1.2 KL 77.00 1.00 KL 92.40
Machinery
Batchingplant 0.5 cum 0.308 Hour 531.50 1.00 Hour 163.70
LA on crew charges 20% 110.11 1.00 22.02
manpower
1st Class Mason 0.067 Nos. 558.00 1.00 Each 37.39
2nd Class Mason 0.133 Nos. 504.00 1.00 Each 67.03
Man Mazdoor 3.077 Nos. 444.00 1.00 Each 1366.19
Basic rate per Cu.m Total 3304.23

a) Chajja / Sunshade
Cost of RCC for 62.5 mm 0.0625 cu.m. 3304.23 1.00 cu.m. 206.51
thick sunshade
Rate for other Floors GF FF SF TF 4th
Rate as worked out above 206.51 206.51 206.51 206.51 206.51
per
HireCum.
charges on centering 150.00 150.00 150.00 150.00 150.00
material
Labour charges for centering 146.00 160.60 175.20 189.80 204.40
La on centering labour 20% 29.20 32.12 35.04 37.96 40.88
charges
Lift charges @ 10% extra on 9.19 18.38 27.57 36.77
each floor 531.71 558.42 585.13 611.84 638.56
Add Overheads & 0.13615 72.39 76.03 79.67 83.30 86.94
Contractors
Rate per Sqmt. Profit Total 604.15 634.50 664.85 695.15 725.55
@13.615%
9 Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size
290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including
cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to
site, including seigniorage charges, sales & other taxes on all materials, all
operational, incidental and labour charges such as mixing cement mortar,
constructing masonry, scaffolding charges, lift charges, curing, etc., complete for
finished item of work. (APSS No. 501 & 504).

Wall thickness 0.225

Material
Fly Ash Bricks 110 Nos 20270.52 1000.00 Nos 2229.76
290x225x140mm
Cement for Cement Mortar 18 Kgs 3.98 1.00 Kgs 71.58
(1:8)
Sand for Cement Mortar 0.1 cu.m. 408.96 1.00 cu.m. 40.90
(1:8)
Labour
1st class mason 0.42 cu.m. 558.00 1.00 cu.m. 234.36
2nd class mason 0.92 Nos. 504.00 1.00 Each 463.68

Page 79 of 147
 5th 6th
206.51 206.51
150.00 150.00
219.00 233.60
43.80 46.72
45.96 55.15
665.27 691.98
90.58 94.21
755.90 786.20

0.009135 109.469075
180

Page 80 of 147
 Man Mazdoor 0.7 Nos. 444.00 1.00 Each 310.80
Woman Mazdoor 2.1 Nos. 444.00 1.00 Each 932.40
Basic Rate per Cum. 4283.48

Rate for other Floors GF FF SF TF 4th

Basic rate per Cum 4283.48 4283.48 4283.48 4283.48 4283.48
Hire charges of stage 44.13 44.13 44.13 44.13 44.13
scafflding per cum
Labour charges for stage 274.80 390.13 505.33 620.89 736.00
scaffolding
Add LA per on cum
Labour for 20% 54.96 78.03 101.07 124.18 147.20
scaffolding
Lift charges @ 10% extra on 194.12 388.25 582.37 776.50
each floor 4657.37 4989.89 5322.26 5655.05 5987.31
Add Overheads & 0.13615 634.10 679.37 724.63 769.93 815.17
Contractors
Rate per Cum. Profit Total 5291.50 5669.30 6046.90 6425.00 6802.50
@13.615%

10 Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS
1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and
shapes placing in position with cover blocks of approved size and binding wire of
20SWG, forming grills for reinforcement work as per approved designs and drawings
including cost and conveyance of bars from approved sources to site of work, including
cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels,
wastage etc., and all operational, incidental, and labour charges such as cutting,
bending, placing in position, tying etc., and sales & other taxes,on cost of all materials
complete for finished item of work (APSS No.126) in all floors.

Material
Cost of steel including 5% 1.05 MT 32213.77 1.00 MT 33824.46
wastage and overlaps
cost of binding wire 6 Kg 51.00 1.00 Kg 306.00
Labour
Blacksmith/Tin Smith/Bar 3 Nos 702.00 1.00 Nos 2106.00
bender I st class Smith/Bar
Blacksmith/Tin 7 Nos 558.00 1.00 Nos 3906.00
bender II st class
Light mazdoor 10 Nos 444.00 1.00 Nos 4440.00
Rate per MT Total 44582.46

Rate for other Floors GF FF SF TF 4th

Basic rate per MT 44582.46 44582.46 44582.46 44582.46 44582.46
Lift Charges per MT @10% 1045.20 2090.40 3135.60 4180.80
extra on labour per floor
44582.46 45627.66 46672.86 47718.06 48763.26
Add Overheads & 0.13615 6069.90 6212.21 6354.51 6496.81 6639.12
Contractors
Rate per One MT Profit Total 50652.40 51839.90 53027.40 54214.90 55402.40
@13.615%

11 Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM
(1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and
conveyance of all materials like cement, sand, water etc., to site, seigniorage charges,
sales & other taxes on all materials,all operational, incidental and labour charges such
as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves
wherever necessary as directed by Engineer - in - charge, finishing, curing, etc.,
complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Material
Base coat 8mm thick in
C.M. (1:5)
Cement 3.17 kgs 3976.92 1000.00 kgs 12.61
cost of sand for mortor 0.011 cu.m. 408.96 1.00 cu.m. 4.50
Top Coat 4mm thick in C.M.
(1:3)
Cement 1.92 kgs 3976.92 1000.00 kgs 7.64
cost of sand for mortor 0.004 cu.m. 408.96 1.00 cu.m. 1.64
Labour
Page 81 of 147
 5th 6th
4283.48 4283.48
44.13 44.13
851.56 966.67
170.31 193.33
970.62 1164.74
6320.10 6652.35
860.48 905.72
7180.60 7558.10

5th 6th
44582.46 44582.46
5226.00 6271.20
49808.46 50853.66
6781.42 6923.73
56589.90 57777.40

90.851735

Page 82 of 147
 1st Class Mason 0.063 Nos. 558.00 1.00 Each 35.15
2nd Class Mason 0.147 Nos. 504.00 1.00 Each 74.09
Light mazdoor 0.39 Nos. 444.00 1.00 Each 173.16
Basic rate per 1 Sqmt. 308.78

Rate for other Floors GF FF SF TF 4th

Basic rate per 1 Sqmt. 308.78 308.78 308.78 308.78 308.78
Hire charges of stage 2.37 2.37 2.37 2.37 2.37
scafflding per sqm
Labour charges for stage 12.55 17.64 22.73 27.82 32.91
scaffolding
Add LA per on sqm
Labour for 20% 2.51 3.53 4.55 5.56 6.58
scaffolding
Lift charges @ 10% extra on 28.24 56.48 84.72 112.96
labour each floor 326.21 360.56 394.91 429.25 463.60
Add Overheads & 0.13615 44.41 49.09 53.77 58.44 63.12
Contractors
Rate per 1 Sqmt. Profit Total 370.62 409.65 448.68 487.69 526.72
@13.615%

12 Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top
coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of
all materials like cement, sand, water etc., to site, seigniorage charges, sales & other
taxes on all materials,all operational, incidental and labour charges such as mixing
mortar, scaffolding charges, lift charges, including cutting of Grooves wherever
necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for
Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Material
Base coat 8mm thick in
C.M. (1:6)
Cement 2.64 kgs 3976.92 1000.00 kgs 10.50
cost of sand for mortor 0.011 cu.m. 408.96 1.00 cu.m. 4.50
Top Coat 4mm thick in
C.M. (1:4)
Cement 1.44 kgs 3976.92 1000.00 kgs 5.73
cost of sand for mortor 0.004 cu.m. 408.96 1.00 cu.m. 1.64
Labour
1st Class Mason 0.063 Nos. 558.00 1.00 Each 35.15
2nd Class Mason 0.147 Nos. 504.00 1.00 Each 74.09
Light mazdoor 0.39 Nos. 444.00 1.00 Each 173.16
Basic rate per 1 Sqmt. 304.76

Rate for other Floors GF FF SF TF 4th

Basic rate per 1 Sqmt. 304.76 304.76 304.76 304.76 304.76
Hire charges of access 0.99 0.99 0.99 0.99 0.99
scafflding pers qmfor access
Labour charges 6.18 8.78 11.37 13.97 16.56
scaffolding
Add LA per on sqm
Labour for 20% 1.24 1.76 2.27 2.79 3.31
scaffolding
Lift charges @ 10% extra on 28.24 56.48 84.72 112.96
each floor 313.17 344.53 375.87 407.23 438.58
Add Overheads & 0.13615 42.64 46.91 51.17 55.44 59.71
Contractors
Rate per 1 Sqmt. Profit Total 355.85 391.45 427.05 462.70 498.30
@13.615%

Page 83 of 147
 5th 6th
308.78 308.78
2.37 2.37
38.00 43.08
7.60 8.62
141.20 169.44
497.95 532.29
67.80 72.47
565.75 604.76

5th 6th
304.76 304.76
0.99 0.99
19.16 21.75
3.83 4.35
141.20 169.44
469.94 501.29
63.98 68.25
533.95 569.55

Page 84 of 147
13 Providing impervious coat over RCC roof slab to required slopes with CM (1:3)
prop. 20mm thick (average) mixed with water proofing compound manufactured by
reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid
over roof slab when it is green, finished smooth with a floating coat of neat cement and
thread lining at regular intervals of 45cmx45cm including cost and conveyance of all
materials like cement, sand, water proofing compound, water etc., to site, seigniorage
charges, sales & other taxes on all materials, all operational, incidental and labour
charges such as mixing mortar, laying, rounding off at junctions of wall and slab,
rendering smooth with thread lining, curing, lift charges, etc., complete for finished
item of work (APSS No. 901 & 903).
cost of cement for Cement 10.08 kg 3.98 1.00 kg 40.09
Mortar (1:3)
sand for Cement Mortar 0.021 cu.m. 408.96 1.00 cu.m. 8.59
(1:3)
Water proof compound 0.2 Kgs 102.00 1.00 Kgs 20.40
1st Class Mason 0.066 Nos. 558.00 1.00 Each 36.83
2nd Class Mason 0.154 Nos. 504.00 1.00 Each 77.62
Man Mazdoor 0.37 Nos. 444.00 1.00 Each 164.28
Basic rate per 1 Sqmt. 347.80
Rate for other Floors GF FF SF TF 4th
Basic rate per 1 Sqmt. 347.80 347.80 347.80 347.80 347.80
Lift charges @ 10% extra on 27.87 55.74 83.62 111.49
each floor
347.80 375.67 403.54 431.42 459.29
Add Overheads & 0.13615 47.35 51.15 54.94 58.74 62.53
Contractors Profit
@13.615%
Rate per 1 Sqmt. Say 395.15 426.85 458.50 490.20 521.85

14 Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm
and thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712,
IS:13630(Parts 1to15) of any colour and finish in all shades and designs set over a
base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat
cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per
Sq.m and jointed with neat white cement paste to full depth mixed with pigment of
matching shade including cost and conveyance of all materials like cement, sand,
water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all
materials, all operational, incidental and labour charges such as mixing of cement
mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS
No.701 & 707) in All Floors
Material
Ceramic Tiles (BMT-C.01) 1.05 Sqmt. 432.00 1.00 Sqmt. 453.60
Sand 0.012 cum 408.96 1.00 cum 4.91
Cement 2.16 Kgs 3976.92 1000.00 Kgs 8.59
Grey Cement for slurry 3.3 Kgs 3976.92 1000.00 Kgs 13.12
White Cement for pointing 0.2 Kgs 25.00 1.00 Kgs 5.00
Labour
1st Class Mason 0.096 Nos. 558.00 1.00 Each 53.57
2nd Class Mason 0.224 Nos. 504.00 1.00 Each 112.90
Man Mazdoor 0.33 Nos. 444.00 1.00 Each 146.52
Add water charges @1% on 1% 798.21 7.98
labour
Basic rate per 1 Sqmt. 806.19
Rate for other Floors GF FF SF TF 4th
Basic rate per 1 Sqmt. 806.19 806.19 806.19 806.19 806.19
Lift charges @ 10% extra on 31.30 62.60 93.90 125.19
each floor 806.19 837.49 868.79 900.09 931.38
Add Overheads & 0.13615 109.76 114.02 118.29 122.55 126.81
Contractors
Rate per Sqmt. Profit 915.95 951.55 987.10 1022.65 1058.20
@13.615%

Page 85 of 147
 5th 6th
347.80 347.80
139.36 167.23

487.16 515.03
66.33 70.12

553.50 585.15

5th 6th
806.19 806.19
156.49 187.79
962.68 993.98
131.07 135.33
1093.75 1129.35

Page 86 of 147
15 Dadooing to walls with glazed red or white full body ceramic wall tiles of size 200 x 300
mm / 245 mm x 325 mm and thickness 6mm 1st quality conforming to IS:13711,
IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs
and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of
3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching
shade including cost and conveyance of all materials like cement, sand, water, tiles,
etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as
mixing of cement mortar, laying in position, curing, lift charges etc., complete for
finished item of work (APSS No.701 & 707) in All Floors

Glazed ceramic wall tiles 1.05 Sqmt 339.00 1.00 Sqmt 355.95
(BMT-C.21)
Grey cement 0.33 Kgs 3976.92 1000.00 Kgs 1.31
White cement 0.6 Kgs 25.00 1.00 Kgs 15.00
Cement for Cement Mortar 3.45 Kgs 3976.92 1.00 Kgs 13.72
CM (1:5)
Sand Mortar CM (1:5) 0.012 Cum 408.96 1.00 Cum 4.91
Labour
1st Class Mason 0.077 Nos. 558.00 1.00 Each 42.97
Man Mazdoor 0.08 Nos. 444.00 1.00 Each 35.52
Basic rate per 1 Sqmt. 469.38
Rate for other Floors GF FF SF TF 4th
Basic rate per 1 Sqmt. 469.38 469.38 469.38 469.38 469.38
Lift charges @ 10% extra on 7.85 15.70 23.55 31.39
each floor 469.38 477.23 485.08 492.93 500.77
Add Overheads & 0.13615 63.91 64.97 66.04 67.11 68.18
Contractors
Rate per Sqmt. Profit 533.30 542.20 551.15 560.05 568.95
@13.615%

16 Whiting to new walls and ceiling in two coats with White cement or equavalent
quality to give an even shade after thoroughly brushing the surface to remove all loose
powdered materials including cost and conveyance of all materials and water to site,
sales & other taxes, all operational, incidental and labour charges such as cleaning the
surface, painting, curing etc., complete for finished item of work for internal walls.
(APSS No.901 & 908) in All Floors

White cement 0.2 kgs 25.00 1.00 kgs 5.00

Painter 0.021 Nos. 545.40 1.00 Each 11.45
Man Mazdoor 0.032 Nos. 444.00 1.00 Each 14.21
sundries including 1% 30.66 0.31
brushes,ladders, etc., 30.97
Add Overheads & 0.13615 30.97 4.22
Contractors Profit
Rater per 1 Sqmt. for all Total 35.20
@13.615%
floors

17 Painting to New walls with two coats of water proof cement paint of superior
quality of approved brand and shade over base coat of cement primer grade -I making
three coats in all to give an even shade after thoroughly brushing the surface to
remove all loose powdered materials, including cost and conveyance of all materials,
including cost and conveyance of all materials, cost of brushes, water to site, etc.,
sales & other taxes, all operational, incidental and labour charges such as scaffolding
charges, lift charges, curing etc., complete for finished item of work in all floors for
External Walls.(APSS No. 912) in All Floors

Material
Cement Primer Grade I 0.1 Kgs 128.00 1.00 Kgs 12.80
water proof cement paint 0.35 Kgs 42.68 1.00 Kgs 14.94
pack
Labour for Priming Coat
1st class painter 0.021 Nos. 642.00 1.00 Each 13.48
2nd class painter 0.049 Nos. 504.00 1.00 Each 24.70
Labour for Two Coats
1st class painter 0.015 Nos. 642.00 1.00 Each 9.63
Page 87 of 147
 5th 6th
469.38 469.38
39.24 47.09
508.62 516.47
69.25 70.32
577.90 586.80

Page 88 of 147
 2nd class painter 0.035 Nos. 504.00 1.00 Each 17.64
Man and women mazdoor 0.15 Nos. 444.00 1.00 Each 66.60
159.79
Add Overheads & 0.13615 159.79 21.75
Contractors Profit
Rater per 1 Sqmt. for all Total 181.55
@13.615%
floors

18 Painting to New Iron work with two coats of ready mixed Synthetic Enamel paints
in all shades Grade - I having VOC (Volatile Organic Compound ) content less than 50
grams/ liter over an existing steel primer including cost and conveyance of all
materials to site, sales & other taxes, incidental, operational and all labour charges
etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

Cost of Synthetic Enamel 0.11 Ltr 214.00 1.00 Ltr 23.54

Paint (BMT-J.29)
1st Class Painter 0.033 Nos. 642.00 1.00 Each 21.19
2nd Class Painter 0.077 Nos. 504.00 1.00 Each 38.81
83.53
Add Overheads & 0.13615 83.53 11.37
Contractors Profit
@13.615%
Rater per 1 Sqmt. for all Total 94.95
floors

19 Supply and Fixing MS GILLS including Labour Charges for fixing complete including
cost and conveyance of all materials to site, sales and other taxes, all labour charges
etc., complete for finished item of work

BASIC RATE 1 Kgs. 35.61 1.00 Kgs. 35.61

a) LABOUR
Fabrication charges (BMM- 1 Kg 24.00 1.00 Kg 24.00
V.14)
Fixing charges ((BMM-V.15)) 1 Kg 4.00 1.00 Kg 4.00

Add Overheads & 0.13615 63.61 8.66

Contractors
Rate per Kg. Profit 72.27
@13.615%

20 Painting to New walls with two coats of acrylic emulsion paint having VOC (Volatile
Organic Compound) content less than 50 grams/liter of superior quality of approved
brand and shade over base coat of cement primer grade -I making three coats in all to
give an even shade after thoroughly brushing the surface to remove all loose powdered
materials, including cost and conveyance of all materials, including cost and
conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all
operational, incidental and labour charges such as scaffolding charges, lift charges,
curing etc., complete for finished item of work in all floors for Walls.(APSS No. 911) in
All Floors INTERNAL

Cement Primer Grade I 0.1 Kgs 128.00 1.00 Kgs 12.80

(BMT-J.01)
Plastic Emulsion Paint- 0.08 Ltr 152.00 1.00 Ltr 12.16
BMT-J.24
Labour for Priming Coat
1st class painter 0.021 Nos. 642.00 1.00 Each 13.48
2nd class painter 0.049 Nos. 504.00 1.00 Each 24.70
Labour for Two Coats
1st class painter 0.036 Nos. 642.00 1.00 Each 23.11
2nd class painter 0.084 Nos. 504.00 1.00 Each 42.34
128.59
Add Overheads & 0.13615 128.59 17.51
Contractors Profit
Rater per 1 Sqmt. for all Total 146.10
@13.615%
floors

Page 89 of 147
Page 90 of 147
21 Painting to New walls with two coats of acrylic emulsion paint weather proof
waterbased, modified acrylic with silicon additives exterior grade having VOC (Volatile
Organic Compound ) content less than 50 grams/ liter of superior quality of approved
brand and shade over base coat of cement primer grade -I making three coats in all to
give an even shade after thoroughly brushing the surface to remove all loose powdered
materials, including cost and conveyance of all materials, including cost and
conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all
operational, incidental and labour charges such as scaffolding charges, lift charges,
curing etc., complete for finished item of work in all floors for Walls.(APSS No. 911) in
All Floors EXTERNAL
Cement Primer Grade I 0.1 Kgs 128.00 1.00 Kgs 12.80
(BMT-J.01)
Plastic Emulsion Paint- 0.08 Ltr 193.00 1.00 Ltr 15.44
BMT-J.24
Labour for Priming Coat
1st class painter 0.021 Nos. 642.00 1.00 Each 13.48
2nd class painter 0.049 Nos. 504.00 1.00 Each 24.70
Labour for Two Coats
1st class painter 0.021 Nos. 642.00 1.00 Each 13.48
2nd class painter 0.049 Nos. 504.00 1.00 Each 24.70
Mazdoor 0.150 Nos. 444.00 1.00 Each 66.60
171.20
Add Overheads & 0.13615 171.20 23.31
Contractors Profit
Rater per 1 Sqmt. for all Total 194.55
@13.615%
floors

22 Making Green Chalk Board of size 3.00Mx1.20Mts including border with plastering in
CM (1:2) 12mm thick as base coat and 3mm thick top coat with cement green oxide
powder in (1:1) prop. and making border of 50x20mm thick alround the chalk board
over existing plastered surface and painting the chalk board surface with chalk board
paint as per direction of Engineer-in-Charge including cost and conveyance of all
materials, sales and other taxes on cost of materials and all operational, incidental and
labour charges etc., complete for finished item of work (APSS No.1603)

base coat in cm 1:2

Cost of of sand for CM (1:2) 0.15 Cu.m. 526.70 1.00 Cu.m. 79.01
cost of cement for CM 1:2) 108 Kgs 3.98 1.00 Kgs 429.51
1st Class Mason 0.33 Nos. 558.00 1.00 Each 184.14
2nd Class Mason 0.77 Nos. 504.00 1.00 Each 388.08
Man mazdoor 0.5 Nos. 444.00 1.00 Each 222.00
Woman mazdoor 1.1 Nos. 444.00 1.00 Each 488.40
Basic rate per 10 Sqmt. 1791.14
20mm thick plastering in
CM(1:2)
Cost of of sand for CM (1:2) 0.21 Cu.m. 526.70 1.00 Cu.m. 110.61
cost of cement for CM 1:2) 151.2 Kgs 3.98 1.00 Kgs 601.31
1st Class Mason 0.66 Nos. 558.00 1.00 Each 368.28
2nd Class Mason 1.54 Nos. 504.00 1.00 Each 776.16
Man mazdoor 0.5 Nos. 444.00 1.00 Each 222.00
Woman mazdoor 3.2 Nos. 444.00 1.00 Each 1420.80
Basic rate per 10 Sqmt. 3499.16
Top Coat in CM(1:1)
Cost of Cement 3.15 Kgs 0.00 1.00 Kgs 0.00
Cost of Black Oxide 15 Kgs 88.00 1.00 Kgs 1320.00
1st Class Mason 0.33 Nos. 558.00 1.00 Each 184.14
2nd Class Mason 0.77 Nos. 504.00 1.00 Each 388.08
Man mazdoor 0.5 Nos. 444.00 1.00 Each 222.00
Woman mazdoor 1.1 Nos. 444.00 1.00 Each 488.40
2602.62

Page 91 of 147
Page 92 of 147
 DATA FOR GREEN BOARD
Cost of Base Coat in CM 4.03 Sqmts. 1791.14 10.00 Sqmts. 721.83
(1:2)
Cost of Top Coat 3.6 Sqmts. 2602.62 10.00 Sqmts. 936.94
20mm thick Plastering in 0.43 Sqmts. 3499.16 10.00 Sqmts. 150.46
CM
Cost(1:2)
of chalk Board paint 4.03 Sqmts. 384.40 10.00 Sqmts. 154.91
Total 1964.14
Rate per Each Board Say 1964.15
rate per sqmt 545.60
Add Overheads & 0.13615 545.60 74.28
Contractors Profit rate per sqmt 619.90
@13.615%

23 Providing and laying of cinder concrete in cement cinder mix (1 :15) prop. Using 12.5
mm nominal size cinder laid in layers and compacted as directed for filling sunken
floors including cost and conveyence of all materials, water to the work site, seinerage
charges and all operational, incidental labour charges such as mixing cement & cinder
etc. complete for finished item of work.

cost of cinder meterial BMT- 1.00 cum 567.00 1.00 cum 567.00
A.17
43 Grade cement 95.00 Kgs 3976.92 1000.00 Kgs 377.81
1st Class Mason 0.10 Nos. 558.00 1.00 Each 55.80
Man mazdoor 2.36 Nos. 444.00 1.00 Each 1047.84
2048.45
Add Overheads & 0.13615 278.90
Contractors Profit
@13.615%
2327.35

24 Flooringwith 16 to 18mm thick high polished granite stone slabs of black colour
approved by the engineer-incharge laid over RCC slab or bed alredy laid and set over
base coat of CM (1:8) 20mm thick including neat cement , slurry of honey like
consistency spread at the rate of 3.30kg per sqm and joined with neat white cement
paste mixed with pisment of matching shade to ful allmaterials to work site depth
including cost and conveyence of and all materials to work site and operational ,
incidentallabour and lift charges and seignorage charges etc., complete for finshed
item of work for platform in kitchen/diniing (SS 701 & special)

Materials
High polished granite 16 to 10.50 Sqm 2343.75 1 sqm Sqm 24609.42
18mm thick for
corese sand black
C.M. 1:8 0.20 Cum 526.70 1 cum Cum 105.34
Cement for CM1: 8 base 36.00 Kgs 3976.92 1000 kgs Kgs 143.17
coat
Cement for slurry 33.00 Kgs 3976.92 1000 kgs Kgs 131.24
Cement for joining 6.00 Kgs 3976.92 1000 kgs Kgs 23.86
Labour
1 st class mason 3.00 Nos 558.00 each Nos 1674.00
2nd class mason 1.00 Nos 504.00 each Nos 504.00
Man Mazdoor 8.00 Nos 444.00 each Nos 3552.00
Add water charges @1% on 1% 30743.03 307.43
labour 31050.46
Rete per 1 sqm 3105.05
Add Overheads & 0.13615 422.75
Contractors
Rete per 1 sqm Profit 3527.80
@13.615%

25 Half Rounding the edges of granite slab including polishing all labour charges, hire
charegs of tools and plants All incidental charges etc., complete for finished item of
work as directed by the engineer incharge

Page 93 of 147
Page 94 of 147
 As per SSR BMM-V.10 1 RMT 289.00 1.00 RMT 289.00
Add Overheads & 0.13615 39.35
Contractors Profit
Rate per RM total 328.35
@13.615%

26 Manufacture, supply, & delivery of 50mm outer dia HDPE pipes ( PE - 100 Grades )
conforming to IS 4984 - 1995 at 6Kg/Sqcm. including cost and conveyance of all
materials to site, all labour charges, sales and other taxes on all materials etc.,
complete for finished item of work for All Floors.
Intial Cost as per PHSSR 1 RMT 62.00 1.00 RMT 62.00
Table - 16
Add Overheads & 0.13615 8.44
Contractors Profit
@13.615%
total rate per Rmt. 70.45

Executive Engineer Dy. Executive Engineer Assistant Executive Engineer

Irrigation Division Irrigation Sub Division Irrigation Section
Madanapalle Madanapalle
Madanapalle

Page 95 of 147
Page 96 of 147
 Data for Water supply and Sanitary arrangements

Name of the work : Construction of Toilets to primisess of Water Resources Department Division Office at Madanapalli in Chittoor
District
22 Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all
materials, labour charges etc., complete for finished item of work in all floors.
a) 300 grams
Basic rate as per ssr item BMW-E.09 1.00 Nos 223.00 1.00 Nos 223.00
Area allowence on labour charges BMW-E. 10 20% 29.00 1.00 0.00 5.80
228.80
Add Overheads & Contractors Profit @13.615% 13.62% 31.15
Total rate per 1 Nos 259.95
b) 400 gms
Basic rate as per ssr item BMW-E 07 1.00 Nos 349.00 1.00 Nos 349.00
Area allowence on labour charges BMW-E 08 20% 29.00 1.00 0.00 5.80
354.80
Add Overheads & Contractors Profit @13.615% 13.62% 48.31
Total rate per 1 Nos 403.15
19 Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all
special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC
clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour
charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)

(a) 75mm dia 3 Mts single socket

Basic rate as per ssr item BMW-G.11 1.00 RM 216.00 3.00 RMT 72.00
Area allowence on labour charges BMW-G.152 20% 70.00 1.00 0.00 14.00
86.00
Add Overheads & Contractors Profit @13.615% 13.615% 11.71
Total rate per 1 RMT 97.75

(b) 90mm dia 3 Mts single socket

Basic rate as per ssr item BMW-G.12 1.00 RM 343.00 3.00 RMT 114.33
Area allowence on labour charges BMW-G.152 20% 70.00 1.00 0.00 14.00
128.33
Add Overheads & Contractors Profit @13.615% 13.615% 17.47
Total rate per 1 RMT 145.80
(c) 110mm dia 3 Mts single socket
Basic rate as per ssr item BMW-G.13 1.00 RM 410.00 3.00 RMT 136.67
Area allowence on labour charges BMW-G.152 20% RM 70.00 1.00 RM 14.00
150.67
Add Overheads & Contractors Profit @13.615% 13.615% 20.51
Total rate per 1 RMT 171.20
20 Supplying & fixing Ashirvad/Astral flow guard for equivalent CPVC Pipes with fittings in ground or on wall including cost of
tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of
soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original
surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges
complete for finished item of work.

a) 15.90 mm dia CPVC SDR 13.50

Basic rate as per ssr item BMW-I.220 1.00 Rmt 53.00 1.00 Rmt 53.00
Area allowence on labour charges BMW-I 415 20% Rmt 31.00 1.00 6.20
59.20
Add Overheads & Contractors Profit @13.615% 13.615% 8.06
Total rate per 1 RMT 67.30

b) 22.20 mm dia CPVC SDR 13.50

Basic rate as per ssr item BMW-I 221 1.00 Rmt 85.00 1.00 Rmt 85.00
Area allowence on labour charges BMW-I 415 20% Rmt 31.00 1.00 Rmt 6.20
91.20
Add Overheads & Contractors Profit @13.615% 13.615% 12.42
Total rate per 1 RMT 103.65

WS-DATA P No 97
 c) 28.60 mm dia CPVC SDR 13.50
Basic rate as per ssr item BMW-I 222 1.00 Rmt 123.00 1.00 RMT 123.00
Area allowence on labour charges BMW-I 415 20% Rmt 31.00 1.00 Rmt 6.20
129.20
Add Overheads & Contractors Profit @13.615% 13.615% 17.59
Total rate per 1 RMT 146.80

D 41.30 mm dia CPVC SDR 13.50

Basic rate as per ssr item BMW-I 224 1.00 Rmt 266.00 1.00 RMT 266.00
Area allowence on labour charges BMW-I 415 20% Rmt 31.00 1.00 Rmt 6.20
272.20
Add Overheads & Contractors Profit @13.615% 13.615% 37.06
Total rate per 1 RMT 309.30

21 (A Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to
& IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and
B) fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround
well above the joint to stop leakage at the joint etc., 10 Litres capacity Single Flush white PVC low level flushing system
parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour
charges, sales and other taxes on all materials etc., complete for finished item of work for all floorscomplete including cost
and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item
of work.

Basic rate as per ssr item BMW-D.04 1.00 Nos 1399.00 1.00 Nos 1399.00
Area allowence on labour charges BMW-D.06 20% 377.00 1.00 0.00 75.40
Providing brick masonry seat BMW-D.09 1.00 Nos 278.00 1.00 Nos 278.00
1752.40
Add Overheads & Contractors Profit @13.615% 13.615% 238.59
Total cost (A +B) 1991.00
(C) Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal
components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on
all materials etc., complete for finished item of work for all floors.

Basic rate as per ssr item BMW-G.08 1.00 Nos 1254.00 1.00 Nos 1254.00
Area allowence on labour charges BMW-G.152 20% 70.00 1.00 0.00 14.00
1268.00
Add Overheads & Contractors Profit @13.615% 13.615% 172.64
Total rate per 1 No 1440.65
Total cost (A +B+C) 3431.65

24 Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and
manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow
pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges for
placing and fixing in position as directed by Engineer-in-Charge.

Basic rate as per ssr item BMW-G.01 1.00 Lit 5.00 1.00 Lit 5.00
Area allowence on labour charges BMW-G.02 20% 1.00 1.00 0.00 0.20
5.20
Add Overheads & Contractors Profit @13.615% 13.615% 0.71
Total rate per 1 Ltr 5.95

25 Supplying and fixing 609.6 mm x 457.2 mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.80 mm thick)
brass plug and chain incluiding CI cantilever brackets, 31.75 mm dia PVC flexible waste pipe 914.4 mmm length of 1st quality
including cost and conveyance fo all materials labour charges etc., complete for finished item of work

Basic rate as per ssr item BMW-D.40 1.00 Nos 704.00 1.00 Nos 704.00
Area allowence on labour charges BMW-D.41 20% 225.00 1.00 0.00 45.00
749.00
Add Overheads & Contractors Profit @13.615% 13.615% 101.98
Total rate per 1 No 851.00

WS-DATA P No 98
26 Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on
cantilever brackets including 32 mm CP waste coupling including supply & fixing of 31.75 mm dia PVC flexible waste pipe of
914.4 mm length of 1st quality, chasing brick masonry wall and making good after construction i.e., restoring to original
srufaces etc., complete including cost and conveyance of all materials and labour charges for all operations etc., complete for
finished item of work in all floors

Basic rate as per ssr item BMW-I.119 1.00 Nos 6471.00 1.00 Nos 6471.00
Area allowence on labour charges BMW-I.120 20% 506.00 1.00 0.00 101.20
6572.20
Add Overheads & Contractors Profit @13.615% 13.615% 894.81
Total rate per 1 No 7467.05
27 Supply & Fixing of 22" dia RCC Cover for manhole with nominal reinforecement 3" thick with hooks for lfifting including cost
and conveyance of all materials, labour charges etc., complete for finished tiem of work
Basic rate as per ssr item BMW-I.130 1.00 Nos 633.00 1.00 Nos 633.00
Area allowence on labour charges 20% 0.00 1.00 0.00 0.00
633.00
Add Overheads & Contractors Profit @13.615% 13.615% 86.18
Total rate per 1 No 719.20

28 Supply and fixing of 100 mm dia CI Vent pipe of 3 mts length double socket fitted with AC cowl and mosquito proof wire mesh
including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for
finished item of work.

Basic rate as per ssr item BMW-H.05 1.00 Nos 1902.00 1.00 Nos 1902.00
Area allowence on labour charges 20% 0.00 1.00 0.00 0.00
1902.00
Add Overheads & Contractors Profit @13.615% 13.615% 258.96
Total rate per 1 No 2161.00

29 Supply and fixing of 75 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost
and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of
work.
Basic rate as per ssr item BMW-H.04 1.00 Nos 1410.00 1.00 Nos 1410.00
Area allowence on labour charges 20% 0.00 1.00 0.00 0.00
1410.00
Add Overheads & Contractors Profit @13.615% 13.615% 191.97
Total rate per 1 No 1602.00

30 a Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement
caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM
(1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and
conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of
work all Floors

Basic rate as per ssr item BMW-C.02 1.00 Nos 880.00 1.00 Nos 880.00
Area allowence on labour charges BMW-C.07 20% 227.00 1.00 0.00 45.40
925.40
Add Overheads & Contractors Profit @13.615% 13.615% 125.99
Total rate per 1 No 1051.40

31 b Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement
caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM
(1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and
conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of
work all Floors

Basic rate as per ssr item BMW-C.01 1.00 Nos 678.00 1.00 Nos 678.00
Area allowence on labour charges BMW-C.07 20% 227.00 1.00 0.00 45.40
723.40
Add Overheads & Contractors Profit @13.615% 13.615% 98.49
Total rate per 1 No 821.90
23 Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'-0")
and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg., including cost and convenyance of
all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work

Basic rate as per ssr item BMW-B.06 1.00 Nos 3238.00 1.00 Nos 3238.00
Area allowence on labour charges BMW-B.08 20% 71.00 1.00 0.00 14.20
3252.20
Add Overheads & Contractors Profit @13.615% 13.615% 442.79
Total rate per 1 No 3695.00

WS-DATA P No 99
24 Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and
other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of
work for all Floors.

Basic rate as per ssr item BMW-I.36 1.00 Nos 62.00 1.00 Nos 62.00
Area allowence on labour charges BMW-I.37 20% 14.00 1.00 0.00 2.80
64.80
Add Overheads & Contractors Profit @13.615% 13.615% 8.82
Total rate per 1 No 73.65

25 Supply & Fixing of steel surgical long elbow action handle 12.7 mm dia bib cock Indian make heavy type including all
materials
Basic rate as per ssr item BMW-I.126 1.00 Nos 853.00 1.00 Nos 853.00
Area allowence on labour charges BMW 20% 1.00 0.00 0.00
853.00
Add Overheads & Contractors Profit @13.615% 13.615% 116.14
Total rate per 1 No 969.15

26 Supply & Fixing of Jaquar make chrome plated Metro pole flush valve concealed type with cover plate 40mm size with 7 years
warranty / Jupiter Aqua Lines-JALor equivalent series
Basic rate as per ssr item BMW-I.198 1.00 Nos 3189.00 1.00 Nos 3189.00
Area allowence on labour charges BMW 20% 0.00 1.00 0.00 0.00
3189.00
Add Overheads & Contractors Profit @13.615% 13.615% 434.18
Total rate per 1 No 3623.20

27 Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and
other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of
work for all Floors.

Basic rate as per ssr item BMW-I.38 1.00 Nos 42.00 1.00 Nos 42.00
Area allowence on labour charges BMW-I.39 20% 11.00 1.00 0.00 2.20
44.20
Add Overheads & Contractors Profit @13.615% 13.615% 6.02
Total rate per 1 No 50.25

28 Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering
in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes
on all materials , and all labour charges etc., complete for finished item of work.

Basic rate as per ssr item BMW-I.95 1.00 Nos 212.00 1.00 Nos 212.00
Area allowence on labour charges BMW-I.97 20% 44.00 1.00 0.00 8.80
220.80
Add Overheads & Contractors Profit @13.615% 13.615% 30.06
Total rate per 1 No 250.90

29 Supply and Fixing of C.I. (Spun ) Soil waste and ventilating pipe of 3.00 Mt length of 100mm dia with double socket for vent
over septic tank including cost and convenyance of all materials to site, all labour charges sales and all other taxes on all
materials etc., complete for finished item of work.

Basic rate as per ssr item BMW-H05 1.00 Nos 1902.00 1.00 Nos 1902.00
Area allowence on labour charges 20% 0.00 1.00 0.00 0.00
Basic rate as per ssr item BMW-I.36 1.00 Nos 62.00 1.00 Nos 62.00
Area allowence on labour charges BMW-I37 20% 14.00 1.00 0.00 2.80
1966.80
Add Overheads & Contractors Profit @13.615% 13.615% 267.78
Total rate per 1 No 2234.60

30 Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of
work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc.,
complete for finished item of work.

Basic rate as per ssr item BMW-I.86 1.00 Nos 1732.00 1.00 Nos 1732.00
Area allowence on labour charges BMW-I88 20% 140.00 1.00 0.00 28.00
1760.00
Add Overheads & Contractors Profit @13.615% 13.615% 239.62
Total rate per 1 No 1999.65

WS-DATA P No 100
31 Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of
all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Basic rate as per ssr item BMW-I.89 1.00 Nos 57.00 1.00 Nos 57.00
Area allowence on labour charges BMW-I90 20% 11.00 1.00 0.00 2.20
59.20
Add Overheads & Contractors Profit @13.615% 13.615% 8.06
Total rate per 1 No 67.30

32 Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal
components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on
all materials etc., complete for finished item of work for all floors.

Basic rate as per ssr item BMW-G.08 1.00 Nos 1254.00 1.00 Nos 1254.00
Area allowence on labour charges 20% 0.00 1.00 0.00 0.00
1254.00
Add Overheads & Contractors Profit @13.615% 13.615% 170.73
Total rate per 1 No 1424.75

33 Supply & Fixing 4" dia (101.6 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement
caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site,
all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Basic rate as per ssr item BMW-C.12 1.00 Nos 396.00 1.00 Nos 396.00
Area allowence on labour charges BMW-C.14 20% 72.00 1.00 0.00 14.40
410.40
Add Overheads & Contractors Profit @13.615% 13.62% 55.88
Total rate per 1 No 466.30

34 Supply & Fixing 3" dia (76.2 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement
caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site,
all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Basic rate as per ssr item BMW-C.11 1.00 Nos 322.00 1.00 Nos 322.00
Area allowence on labour charges BMW-C.14 20% 72.00 1.00 0.00 14.40
336.40
Add Overheads & Contractors Profit @13.615% 13.615% 45.80
Total rate per 1 No 382.20

35 Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 10 Kg/Sqcm. conforming to IS 4984 - 1995 including
transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required
specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling
trenches after laying and jointing of pipes as per standard specifications including cost and conveyance of all materials to site,
all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Basic rate as per ssr item TABLE 16(1) 1.00 RMT 93.00 1.00 RMT 93.00
page 52

Labour charges for laying and jointing 12 (b) page 5 of 1.00 RMT 31.00 1.00 RMT 31.00
PH ssr

Area allowence on labour charges 20% 31.00 6.20

130.20
Add Overheads & Contractors Profit @13.615% 13.615% 17.73
Total rate per 1Rmt 147.95

36 Construction of 60,000 liters capacity OHSR(VRCC) with 15.0 mts staging without seismic analysis including fixtures OF rcc
OR ALLUMINIUM LADDER INSIDE 0.45 Mtrs wide, MS ladder on the outside . Lighting including condutor & earthing etc.,
RCC ventilators with copper or stainless steel skyproof mesh, Manhole frame and cover 0.75x0.75mts with frame as per IS
specifications (light duty - 2 Nos), Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of
size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities,Water level indicator of
good quality with ebonite /copper float approved pattern - 1 no

a . RCC or allumininum ladder inside 0.45mts

wide
b. MS ladder on the outside
c. Lighting including condutor & earthing etc.,

WS-DATA P No 101
 d. RCC ventilators with copper or stainless steel
skyproof mesh

e. Manhole frame and cover 0.75x0.75mts with

frame as per IS specifications (light duty - 2
Nos)

f. Ralling with 32mm dia GI pipes (A class in 2

nos alround OHSR fixed in RCC (1:2:4) poles of
size 100x75x75mm with 1.50mts intervals
alround periphery on top of the OHSR for
smaller capacities
g. Water level indicator of good quality with
ebonite /copper float approved pattern - 1 no
45.e / PH 1.00 Lt 22.64 1.00 Lt 22.64
Add for difference in cost of cement 22.64*(3976.92-3882)*(0.07/3882) = 0.04
Add for difference in cost of steel 22.64*(32213.772-31746)*(0.02/31746)= 0.01
22.69
Add 10% extra for rural area allowence 2.27
24.96
Add Overheads & Contractors Profit @13.615% 13.615% 3.40
Total rate per 1 Lt 28.40

37 Supply and fixing of the following fixtures

a) 80mm dia x 2.00 mts CI D/F pipes
public heaith engg. table 23 1.00 Kg 73.7 1.00 Kg 73.70
Add Overheads & Contractors Profit @13.615% 13.615% 10.03
Total rate per 1 Kg 83.75

b) 80mm dia x 1.00 CI D/F pipes initiate cost only

Page 380 table 26 1.00 Kg 73.70 1.00 Kg 73.70
Add Overheads & Contractors Profit @13.615% 13.615% 10.03
Total rate per 1 Kg 83.75

c) 80mm dia x flonged spigot CI tail pieces

Page 380 table 26 1.00 Kg 73.7 1.00 Kg 73.70
Add Overheads & Contractors Profit @13.615% 13.615% 10.03
Total rate per 1 Kg 83.75

d) 80mm dia CI sluice valves

page 380 1.00 nos 10500.00 1.00 nos 10500.00
Add Overheads & Contractors Profit @13.615% 13.615% 1429.58
Total rate per 1 Nos 11929.60

e) 80mm dia CI duct foot bends

Page 380 table 26 1.00 Kg 73.70 1.00 Kg 73.70
Add Overheads & Contractors Profit @13.615% 13.615% 10.03
Total rate per 1 Kg 83.75

f) Rubber packing 3/6mm thick

Table 36- 1.00 kg 93.00 1.00 kg 93.00
Add Overheads & Contractors Profit @13.615% 4 / PH 13.615% 12.66
Total rate per 1 Kg 105.70

g) Bolts & nuts

Table 36- 1.00 Kg 111.00 1.00 Kg 111.00
Add Overheads & Contractors Profit @13.615% 5 / PH 13.615% 15.11
Total rate per 1 Kg 126.15

38 Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by
the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, sales and other taxes, all
labour charges etc., complete item of work for Soak Pit.

Cost of Bricks 654 Nos. 4876.60 1000 Nos. 3189.30

Deduct 15% for perforation 98.10 Nos. 4876.60 -1000 Nos. -478.39

WS-DATA P No 102
 Brick layer 1.28 Each 465.00 1 Each 595.20
Man Mazdoor 0.64 Each 420.00 1 Each 268.80
Women Mazdoor 1.93 Each 420.00 1 Each 810.60
Total 4385.50
Add Overheads & Contractors Profit @13.615% 13.615% 597.09
Rate per Cum 4982.60

39 Supplying and fixing of European Water Closet of 1st quality confirming to IS: 2556-Part-2-1973 of Hindustan / Neycer or
Parryware make white gllazed with 'S' trap lying and fixing best Indian make plastic seal and lid for European water closets
with rubb

Basic rate as per ssr item BMW-d14 1.00 Nos 1703.00 1.00 Nos 1703.00
Area allowence on labour charges BMW-d15 0% 264.00 0.00
Plastic seat & lid as per IS 2548-1996 BMW-d 16 1.00 Nos 766.00 1.00 Nos 766.00

2469.00
Add Overheads & Contractors Profit @13.615% 0.13615 336.15

Total cost (A +B) 2805.15

40 Supplying and fixing NP Push cock of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of
all materials, labour charges etc., complete for finished item of work in all floors.

Basic rate as per ssr item BMW-E.29 1.00 Nos 234.00 1.00 Nos 234.00
Area allowence on labour charges BMW 20% 1.00 0.00 0.00
234.00
Add Overheads & Contractors Profit @13.615% 13.615% 31.86
Total rate per 1 No 265.90

41 Supplying and fixing PPR Ball valve as per ISI Class - I , Indian make heavy type including cost and conveyance of all
materials , labour charges etc. complete for finished item of work.

a) 20mm PPR Ball valve

Basic rate as per ssr item BMW-I 403 1.00 Nos 157.00 1.00 Nos 157.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
157.00
Add Overheads & Contractors Profit @13.615% 0.13615 21.38
Total rate per 1 No 178.40

b) 25mm PPR Ball valve

Basic rate as per ssr item BMW-I 404 1.00 Nos 207.00 1.00 Nos 207.00
Area allowence on labour charges BMW-F18 0% 44.00 1.00 0.00 0.00
207.00
Add Overheads & Contractors Profit @13.615% 0.13615 28.18
Total rate per 1 No 235.20

c) 40 mm PPR Ball valve

Basic rate as per ssr item BMW-I 406 1.00 Nos 445.00 1.00 Nos 445.00
Area allowence on labour charges BMW-F26 0% 67.00 1.00 0.00 0.00
445.00
Add Overheads & Contractors Profit @13.615% 0.13615 60.59
Total rate per 1 No 505.60

d) 50 mm PPR Ball valve

Basic rate as per ssr item BMW-I 407 1.00 Nos 519.00 1.00 Nos 519.00
Area allowence on labour charges BMW-F28 0% 90.00 1.00 0.00 0.00
519.00
Add Overheads & Contractors Profit @13.615% 0.13615 70.66
Total rate per 1 No 589.70

e) 63 mm PPR Ball valve

Basic rate as per ssr item BMW-I 408 1.00 Nos 840.00 1.00 Nos 840.00
Area allowence on labour charges BMW-F30 0% 112.00 1.00 0.00 0.00
840.00
Add Overheads & Contractors Profit @13.615% 0.13615 114.37

WS-DATA P No 103
 Total rate per 1 No 954.40

42 Supplying & fixing Gunmetal (GM) Horizontal Check (Non return) Valve as per IS-778 I-class heavy duty - including cost and
conveyance of all materials , labour charges etc. complete for finished item of work.

50 mm NB Size
Basic rate as per ssr item BMW-F.39 1.00 Nos 2548.00 1.00 Nos 2548.00
Area allowence on labour charges BMW-F 40 20% 112.00 1.00 0.00 22.40
2570.40
Add Overheads & Contractors Profit @13.615% 0.13615 349.96
Total rate per 1 No 2920.40

43 Supply and fixing of 4" (101.6mm) Nahny trap including cost and conveyance
Rate for SSR 2013-14--BMW-G.114, Sl.No.448, P.No. 139 1 No 83.00
Round Jali SSR 2013-14--BMW-G.121, Sl.No.455, P.No. 139 20.00
Add Overheads & Contractors Profit @13.615% 0.13615 14.02
11.62
Rate for each 128.65
44 Supply, excavation of trench and laying of 63mm OD 10kg/cm2 PVC Pipe including cost & conveyance of
materials to site, labour charges for excavation of trench and refilling the same complete for finished item
of work.

a) 75 mm Dia
Cost of 10kg/cm2 pressure water PVC pipe PH SSR P.59 177.00
Excavation of trench 1x0.60x0.90 cum 0.54 183.65 99.17
Add 120% extra for narrow excavation for laying of pipe line 111.07
Laying of pipe line BMW G-152 70.00
Back Filling of Gravel 0.54 271.10 146.39
Total 603.64
Add Overheads & Contractors Profit @13.615% 0.13615 82.19
Total 685.81
1 Rmt
b) 63mm Dia
Cost of 10kg/cm2 pressure water PVC pipe PH SSR P.59 122.00
Excavation of trench 1x0.60x0.90 cum 0.54 183.65 99.17
Add 120% extra for narrow excavation for laying of pipe line 111.07
Laying of pipe line BMW G-152 70.00
Back Filling of Gravel 0.54 271.10 146.39
Total 548.64
Add Overheads & Contractors Profit @13.615% 0.13615 74.70
Total 623.32
1 Rmt
45 Supply & Fixing of steel surgical long elbow action handle 12.7 mm dia bib cock Indian make heavy type
including all materials
As per the SSR Item NO BMW-I.126 853.00
Add Overheads & Contractors Profit @13.615% 0.13615 116.14
Total 969.14 1 No
46 Supply & Fixing of Jaquar make chrome plated Metro pole flush valve concealed type with cover plate
40mm size with 7 years warranty / Jupiter Aqua Lines-JALor equivalent series

As per the SSR Item NO BMW-I.198 3189.00

Add Overheads & Contractors Profit @13.615% 0.13615 434.18
Total 3623.18 1 No
47 Supply & fixing sink cock with regular swinging wall flange chromeplated Jaquar make Contenental
series with 7spout with years warranty / Jupiter Aqua Lines-JALor equivalent series

As per the SSR Item NO BMW-I.181 1431.00

Add Overheads & Contractors Profit @13.615% 0.13615 194.83
Total 1625.83 1 No
48 Supply & Fixing of Wall Mixer with provision for overhead shower and 115mm long bend pipe with wall
flange Jaquar make Continental series, Chrome finish with 7 years warranty / Jupiter Aqua Lines-JALor
equivalent series

As per the SSR Item NO BMW-I.177 3556.00

Add Overheads & Contractors Profit @13.615% 0.13615 484.15
Total 4040.15 1 No

WS-DATA P No 104
49 Supply & Fixing of Exclusive overhead shower with 190mm long light body shower arm Jaquar make
Continental series,Chrome finish with 7 years warranty/ Jupiter Aqua LinesJALor equivalent series

As per the SSR Item NO BMW-I.178 1519.00

Add Overheads & Contractors Profit @13.615% 0.13615 206.81
Total 1725.81 1 No
50 Supplying & fixing CI steps for septic tank.
As per the SSR Item NO BMW-I.89 57.00
Add Overheads & Contractors Profit @13.615% 0.13615 7.76
Total 64.76 1 No
51 Supplying and fixing of 20mm dia , 609.6mm long CP towel rods with brackets and aluminium screws
including cost and conveyance of all materials, labour charges etc., complete for finished item of work.

As per the SSR Item NO BMW-I.132 341.00

Add Overheads & Contractors Profit @13.615% 0.13615 46.43
Total 387.43 1 No

52 Filling of brick bats in the soak pit i/c cost and conveyance of all materials, labour charges etc.

Brick rate 110 1 Cum 20271 1000 nos 2229.76

70% of brick rate 1560.83
Labour charges for breaking & filling the brick 120.00
bats in soak pit 1680.83
Add Overheads & Contractors Profit @13.615% 0.13615 228.845
1 Cum rate of Brick bat in the soak pit 1909.70

53 Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost
and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

(a) Fancys type Long Body Bib Cock 400 Grams

Cost of bib cock BMW -E.21 547.00
Area allowance 0% on labour @ 0% 0.00
Total 547.00
Add overheads 0.13615 74.47
Total 621.49

Executive Engineer Dy. Executive Engineer Assistant Executive Engineer

Irrigation Division Irrigatin Sub Division Irrigation Section

WS-DATA P No 105
 Electrical DATAS 2017-18

Name of the work : Construction of Toilets to primisess of Water Resources Department

Division Office at Madanapalli in Chittoor District

25 1.4.2 (c) 102 Supply and Fixing of 20 mm outer dia 2.10 mm thick Heavy grade
with IS:9537 part 3 FRLS regid PVC pipe (ISI MARK) concealed in
Roof Slabs with all required MS deep boxes and all accessories
including and labour charges etc., complete.
Makes:- VIP / Besto plast / GoldMedal / Million plast / GM /
Sudhakar / Polyline

Taking Output = 100 M

a) Material
1.2.2 20mm dia 2.10 mm thick PVC 100 M 1 2200.00 2200.00
pipe
1.1.11 20mm dia PVC 1,2,3 & 4 way Each 12 54.00 648.00
MS deep Junction Box
1.2.32 20mm PVC bends Each 12 4.00 48.00
b) Labour charges :
8.1.74 Skilled Electrician day 2 540.00 1080.00
8.1.75 Semi skilled Electrician day 2 420.00 840.00
8.1.76 Helpers day 2 420.00 840.00
Sundries like binding wire,
shellac, sand etc.,
C) Cost for 100 RM 5656.00
Rate per Metre 56.60

Page 106 of 147

27 2.1.2 210 Wiring with 2 runs of 22/0.3mm ( 1.5 Sq.mm) FRLS / HFFR /
ZHFR P.V.C. insulated 1100V grade as per IS : 694 / 1990
specification flexible copper cable (ISI MARK) in existing pipe with
6A Modular switch, Ceiling rose/BH/SBH Modular switches with
cover plate including all labour charges etc., complete for Light, Fan,
Exhaust Fan etc., complete. (for Residential Building)
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam / KEI /
Polycab / Bonton / V-Guard / GM / Million / HPL / Goldmedal /
Finecab / Vimal / Fortune Art / Gloster / Kundan cab/Sudhakar

Makes of switches:- Legrand Arteor / Schneider Zen celo/ Crabtree

Murano/ GM-Zenova / Legrand Myrius / Cabtree Thames Platinum /
GM- Zicono/ / Million / Logus / Gold Medal Curve / GIFA / CPL/
Panasonic Vision / Salzer S 90 Series.

Taking Output = 7 Points

a) Material
1.5.9 22/0.3mm FR PVC copper wire 100 M 1 1231.00 1231.00

1.8.17 6A Switch 1 way modular switch each 7 57.00 399.00

1.7.13 6A 2 way Ceiling Rose 3 plate each 7 19.00 133.00

1.8.33 1 Module cover frame each 7 29.50 206.50
b) Labour charges :
8.1.74 Skilled Electrician day 0.7 540.00 378.00
8.1.75 Semi skilled Electrician day 1.4 420.00 588.00
8.1.76 Helpers day 0.7 420.00 294.00
Sundries 9.50
C) Cost for7 Points 3239.00
Rate per Point 462.75

MODULAR SOCKET ON COMMON BOARD

26 3.1.4 205 Supply and run of 2 of 2.5 sq.mm (phase neutral and earth) FRLS /
HFFR / ZHFR P.V.C. insulated 1100V grade as per IS : 694 / 1990
specification flexible copper cable in existing MS conduit pipe for
individual ligting circuits including labour charges etc., complete as
required for switch boards.
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam / KEI /
Polycab / Bonton / V-Guard / GM / Million / HPL / Goldmedal /
Finecab / Vimal / Fortune Art / Gloster / Kundan cab/Sudhakar

Taking Output = 100 M

a) Material
1.5.10 36/0.3mm FR PVC copper wire 100 M 2 1989.00 3978.00
b) Labour charges :
8.1.74 Skilled Electrician day 0.67 540.00 361.80
8.1.75 Semi Skilled Electrician day 2 420.00 840.00
8.1.76 Helpers day 0.67 420.00 281.40
Sundries
C) Cost for 100 RM 5461.20
Rate per Metre = C/100 54.65
Note : Labour Charges considered for 150 M / day

Page 107 of 147

 Standard Data - Electrical Items SSR 2016-2017

Name of the work : Construction of Toilets to primisess of Water Resources Department Division
Office at Madanapalli in Chittoor District
Area allowence
Overheads and contractors profit on
materials
Overheads and contractors profit on 0.000%
labour
Index Specific Description Unit QTY Rate Rs. Amount Rs. ohr
-code ation No.
1 2 3 4 5 6 7
1 1.4.2 Supply and Fixing of 25mm dia 2.20mm thick PVC pipe (ISI MARK) concealed in Roof Slabs
with all required accessories including masonary work and labour charges etc., complete.
(C) Make : Sudhakar/ Maco Plast / Modi

Taking Output = 100 M

a) Material
elec-1.2.4 25mm dia 2mm thick PVC pipe 100 M 1 3100.00 3100.00
elec-1.2.32 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 25.00 300.00
elec-1.2.37 25mm PVC bends Each 12 4.00 48.00
3448.00
Add contr profit @14% on material 0.00 0.00
Total material cost 3448.00
b) Labour charges :
elec-8.1.74 Skilled Electrician day 2 515.00 1030.00
elec-8.1.75 Semi skilled Electrician day 2 400.00 800.00
elec-8.1.76 Helpers day 2 400.00 800.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 2630.00 0.00
C) Cost for 100 RM 6078.00
Rate per Metre = C/100 60.80

Note : 1. If 25mm dia PVC / MS pipes are used for

2 1.4.2 light
Supply/ fan
and point,
Fixing add the cost
of 25mm of sheetthick
dia 1.80mm metal / well
P.V.C. pipe (ISI MARK) concealed in wall with
all required accessories including masonary work for light, fan and separate plug point with
(b) well seasoned TW box including all labour charges etc., complete. Make :

Taking Output = 100 M

a) Material
elec-1.2.3 25mm dia 1.5mm thick PVC pipe 100 M 1 2800.00 2800.00
elec-8.1.7 U' Links 100 2 44.00 88.00
Nos
elec-1.3.5 8"x10" TW deep boxes Each 2 179.00 358.00
elec-1.2.32 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 25.00 300.00
elec-1.2.37 25mm PVC bends Each 12 6.00 72.00
elec-8.1.50 Cement kg 50 7.00 350.00
3968.00
Add contr profit @14% on material 0.00 0.00
Total material cost 3968.00
b) Labour charges :
elec-8.1.74 Skilled Electrician day 2 515.00 1030.00
elec-8.1.75 Semi skilled Electrician day 2 400.00 800.00
elec-8.1.76 Helpers day 2 400.00 800.00
ELEC-8.1.77 Mason Ist class day 2 445.00 890.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 3520.00 0.00
C) Cost for 100 RM 7488.00
Rate per Metre = C/100 74.90

El Data old P No 108

 Index Specific Description Unit QTY Rate Rs. Amount Rs. ohr
-code ation No.
1 2 3 4 5 6 7
3 2.1.1 Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant Low Smoke (FRLS) P.V.C. The R&B
insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and Department
3mm thick hylam sheet covering to switch control box including all labour charges etc., Proposed
complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Labour, for
Makes of Wires : Finolex / R.R.Cable Makes of Switches : Anchor Penta both piping &
Cherry / Gold Madel Olive / Million Zoom / Great white omega wiring
considering
40% Labour,
Taking Output = 6 Points Million
for Wire/ draw.
RPG/
Keeping this,
a) Material paragon
the labour is
elec-1.5.1 14/0.3mm (1.00 Sqmm) FRLS PVC insulated 100 M 1 1051.00 1051.00
proposed for
flexible copper wire wiring 100
elec-1.7.1 6A Switch @18/- each each 6 18.00 108.00 RM.
elec-1.7.13 6A 3 way Ceiling Rose@21/-each each 6 21.00 126.00
elec-8.1.51 25 x 20 cms (10" x8") Hylam sheet 3mm thick no 1 47.25 47.25

1332.25
Add contr profit @14% on material 0.00 0.00
Total material cost 1332.25
b) Labour charges :
elec-8.1.74 Skilled Electrician day 0.6 515.00 309.00
elec-8.1.75 Semi skilled Electrician day 1.2 400.00 480.00
elec-8.1.76 Helpers day 0.6 400.00 240.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 1029.00 0.00
C) Cost for 6 Points 2361.25
Rate per Point = C/6 393.55
4 12 Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly
recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet
including earth connections and all labour charges etc., complete.
Makes : G

Taking Output = each

a) Material
ELEC- 20 x 15 cms (8" x6") MS switch deep box each 1 105.00 105.00
1.3.10
elec-1.4.18 21.6 x 16.6 cms (8.5 x 6.5") 3mm thick hylam each 1 262.00 262.00
sheet
elec-1.7.11 16A 3 pin / 6A 3pin plug socket (5 in 1) each 1 50.00 50.00
417.00
Add contr profit @14% on material 0.00 0.00
Total material cost 417.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.1 515.00 51.50
elec-8.1.78 Semi Skilled Electrician day 0.1 400.00 40.00
elec-8.1.85 Helpers day 0.1 400.00 40.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 131.50 0.00
Rate per each 548.50
Note : Labour Charges proposed for 10 jobs per day

5 19 Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq
mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains
from main panel board to TPN DB'S with pin type lugs and connectio

Taking Output = 100 M

a) Material
elec-1.5.3 36/0.3mm (2.5 sqmm) FR PVC copper cable 100 M 2 2389.20 4778.40
elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1051.00 1051.00
5829.40

El Data old P No 109

 Index Specific Description Unit QTY Rate Rs. Amount Rs. ohr
-code ation No.
1 2 3 4 5 6 7
Add contr profit @14% on material 0.00 0.00
Total material cost 5829.40
b) Labour charges :
elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 1.005 515.00 517.58
elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 3 400.00 1200.00
elec-8.1.85 Helpers (2.0 + 0.5) day 1.005 400.00 402.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 2119.58 0.00
Sundries
C) Cost for 100 RM 7948.98
Rate per Metre = C/100 79.50
Note : Labour Charges considered for 100 M / day

6 21 Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3
phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including
internal connection and labour charges for flush mounting etc., complete.
Mak

A 40A FP Isolator - 1 No for incomer, 10kA-

6-32A SP MCBs - 12Nos for outgoing.
Taking Output = each
a) Material
elec.2.12.4 4way TPN, D.B with IP-43 Protection (MD) each 1 2200.00 2200.00
2 suitable for 3 phase ELCB / RCCB/ FP
Isolator as incommer.
elec- 40A, 4 Pole Isolator each 1 678.00 678.00
2.10.14
elec-2.9.9 10kA - 6-32A range SP MCBs each 12 162.00 1944.00
4822.00
Add contr profit @14% on material 0.00 0.00
Total material cost 4822.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.5 515.00 257.50
elec-8.1.78 Semi Skilled Electrician day 1 400.00 400.00
elec-8.1.85 Helpers day 1 400.00 400.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 1057.50 0.00
Sundries such as TW Plugs, Screws Cement LS 14.00 14.00
etc,
Rate per each 5893.50
Note : Labour Charges considered for 2 jobs / day

7 26 Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per
size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary
accessories with hume pipe ring duly providing staggered holes

a) Material
elec-8.1.52 Earth Work Excavation of Hard gravel Soil cum 0.81 110.00 89.10
with small boulder for trench 1st step of size
1.5 x 0.6 x 0.9 m
Excavation of Hard disteggrated rocks and cum 0.864 183.65 158.67
boulders for trench 2nd Step of size 1.2 x 0.6
x 1.2 m (Civil SSR)
25% extra for narrow trench & pit and back 1 27.50 27.50
filling with Sand, Coke, Salt etc., and leveling
elec-8.1.58 40mm dia 'B' Class G.I pipe Mtr 2.5 381.00 952.50
25 x 6 mm (1"X 1/4") G.I Flat duly drilled Each 1 75.00 75.00
12mm holes (4 Nos) of 200 mm (8") length

El Data old P No 110

 Index Specific Description Unit QTY Rate Rs. Amount Rs. ohr
-code ation No.
1 2 3 4 5 6 7
elec.8.1.59 Drilling of 16 Nos through holes of 12mm dia Each 16 6.00 96.00
to G.I pipe
elec-8.1.9 G.I Nuts, Bolts an Washers Set 4 13.00 52.00
elec.8.1.61 18" dia hume pipe ring Each 1 220.00 220.00
elec-8.1.13 Hard Coke Kg 40 20.00 800.00
elec-8.1.14 Salt Kg 20 10.00 200.00
2670.77
Add contr profit @14% on material 0.00 0.00
Total material cost 2670.77
b) labour charges for fixing pipe ring and Each
connections
elec-8.1.78 Semi skilled Electrician Nos 0.5 400.00 200.00
elec-8.1.85 Helpers Nos 0.5 400.00 200.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 400.00 0.00
Sundries
Rate per each 3070.77
Say 3070.80
8 28 Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting
with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on
varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk:
Trinic , tube : Philips / crompton

a) Material
elec-3.6.1 Supply of 1 x 36/40W Box type tube light each 1 800.00 800.00
luminaire powder coated CRCA sheet steel
housing with Electronic Ballast Chokes and all
standard accessories. Makes: Wipro / G.E. /
Phillips / Crompton / Bajaj

elec-3.7.7 Lamp cost of 40W each 1 45.00 45.00

elec-8.1.31 Tw Round blocks each 2 10.00 20.00
ELEC-8.1.6 pvc rawl plugs each 2 40.00 80.00
Elec-1.6.8 23/0060 twin core flexible copper cable M 1.5 10.40 15.60
Rate per each 960.60
Add contr profit @14% on material 0.00 0.00
Total for material 960.60
a) Labour charges
elec-8.1.77 Skilled Electrician day 0.10 515.00 51.50
elec-8.1.78 Semi Skilled Electrician day 0.10 400.00 40.00
Labour for 1 No 1052.10
9 29 Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point
complete with all connections and all labour charges with 5.0W LED Lamp with input voltage
90 to 300V, Colour temparature 3000k - 6500k, Beam angle 170 - 220 degrees, B22 base,
350 Lumens. Makes: Phillips / Crompton / Bajaj / Havells / Halonix / VIN / Jaquor / Renesola
(for new installation).
Makes : Gold Medal /Million / Vimal

Taking Output = each

a) Material
elec-1.7.15 PVC batten holder each 1 17.00
ELEC- 5.0W LED Lamp with input voltage each 1 250.00
3.7.33
elec-1.7.13 Deduct Cost of Ceiling Rose each 1 -21.00
11.00
Add contr profit @14% on material 0.00 0.00
Total for material 257.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.05 515.00 25.75
elec-8.1.85 Helpers day 0.05 400.00 20.00

El Data old P No 111

 Index Specific Description Unit QTY Rate Rs. Amount Rs. ohr
-code ation No.
1 2 3 4 5 6 7
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 45.75 0.00
Rate per each 302.75
Note : 1. The Cost of Ceiling Rose may be
deducted in view of holder.
2. Labour Charges proposed for 20 jobs per day

10 32 Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball
bearings with all standard accessories.
Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.

a) Material
elec-5.1.1 1200 mm (48") Ceiling Fan each 1 1700.00 1700

Transportation Charges on Unit Cost 1% 17.00 17.00

1717.00
Add contr profit @14% on material 0.00 0.00
Total material cost 1717.00

11 33 Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete
erected on existing board.Make : Anchor / Gold Medal Olive / Million Zoom

a) Material
elec-1.7.12 Steeped type Electronics type Regulator M 1 198.00 198.00
Add contr profit @14% on material 0.00 0.00
Total material cost 198.00
b) Labour charges.
elec-8.1.78 Semi skilled Electrician day 0.1 400.00 40.00
Sundries. 21.20
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 61.20 0.00
Rate per Each 259.20
Note : Labour is Considered for 10 jobs /
day

34 Labour Charges
12 Labour charges for Fixing of Ceiling fan and regulator including transportation and giving
connections with twin core wire etc., complete.
a) Material
elec-1.6.8 23/0060 Twin Core wire M 1 10.40 10.40
Unforseen item works, such as painting to LS 1 3.00 3.00
down rod, screws etc.,
13.40
Add contr profit @14% on material 0.00 0.00
Total for material 13.40
b) Labour charges.
elec-8.1.77 Skilled Electrician day 0.125 515.00 64.38
elec-8.1.85 Helper day 0.125 400.00 50.00
Add area allowence on labour charges @ 0% 0.00

Add contr profit @14% on Labour 0% 114.38 0.00

Rate per Each 127.80
Note : Labour is Considered for 8 fans /
day

El Data old P No 112

 Index Specific Description Unit QTY Rate Rs. Amount Rs. ohr
-code ation No.
1 2 3 4 5 6 7

Exe.Engineer Dy.Exe.Engineer Asst.Engineer

APEWIDC, Chittoor APEWIDC, Madanapalli APEWIDC, Madanapalli

El Data old P No 113

 DATAS FOR DOORS AND WINDOWS
Sno Qty Description of Item Rate Unit Per Amount
1 Supply and Fixing of Door with Double leaf shutter, Door Size 4.00X2.13 mtrs with Medium teak wood Frame of
sections size 150mm X 125mm with medium teak wood Door Double leaf Shutters with bottom rails 2nos
800mmX40mmX250mm, top and other rails 6Nos 800mmX200mmX40mm and Styles 8Nos of
1900mmX40mmX125mm and planks 6Nos of 400mmX600mmX25mm thick and with 5mm thick pin headed
glass panels 2Nos of 800mmX1500mm, MT beading and 12mmX12mm MS safty bars horizantally and vertically for
glazed portion, alround MS flat putty.including cost of fixtures such as 2No Brass Aldrop (IS:2681) 350 mm long
(BMT-G.38), 3Nos Brass Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT G.05), 2Nos Brass fancy handles 150
mm (BMT-G.60), 6Nos Brass Butt hinges (IS:205)- 150 mm Long (BMT-G22), 1No Flat latch Aluminium 300long
(BMT-G.50), 2Nos Brass Door Stoppers (BMT-G.46) MS Hold fasts 6Nos 300mm long including cost and
convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in position ,
with Hardware fixtures etc., complete for finsihed item of work.

DOOR SIZE 4.00 x 2.13 mtrs : Area = 8.52 Sqm 4.00 X 2.13 8.52
Medium teak Wood Frame
Verticals 2 x 2 x 2.13 x 0.150 x 0.125 = 0.15975 0.15975 cum
Horizental 2 x 4.00 x 0.150 x 0.125 = 0.15000 0.15000 cum
Total qnty for Scantlings upto 3.00 mtrs & above 2.00 mtrs 0.30975 cum
Medium teak Wood Shutters
Styles 2 x 4 x 1.90 x 0.125 x 0.040 0.076 cum
Bottom rails 1 x 2 x 800mm x 250mm x 40mm 0.016 cum
Top & Middle rails 2 x 3 x 800mm x 200mm x 40mm 0.0384 cum
Rails for Glazed Shutters (Side Windows )
Bottom 1x2 x 1000mm x 250mm x 40mm 0.020 cum
Top 1x2 x 1000mm x 200mm x 40mm 0.016 cum
Total qnty for Scantlings upto 2.00 mtrs 0.16640 cum

Planks for Door Shutters

2 x 3 x 600mm x 400mm x 25mm 0.036 cum
Total qnty of Medium teak wood for Planks 0.03600 cum

Cost of 5mm thick pin headed glass panels 2No 800mm X 1500mm 2.400 Sqm
Cost 10mmX10mm MS rods for safty in Glazed portion @ 100mm X
100mm grid
Verticals = (750/100)-1 = 6 Nos @ 1.80 x 2 = 21.60 Rm
Horizantals = (1450/100) - 1 = 13 Nos @ 800 x 2 =
33.28 Kgs
20.80 Rm
Total = 42.40 Rmt @ 0.785Kg/Rmt = 33.28 Kgs

Data
Material
0.30975 Cost of Medium Teak Wood scantlings: up to 2.0 M (BMT-E.01) 67804.00 1 Cum 21002.29

0.16640 Cost of Medium Teak Wood scantlings: 2.0 to 3.0 M (BMT-E.02) 75339.00 1 Cum 12536.41

0.036 Cost of Medium Teak Wood Plancks: any thickness (BMT-E.04) 135610.00 1 Cum 4881.96

2.400 Cost of Plain Float Glass 5 mm thick ( BMT-I.02 ) 474.00 1 Sqm 1137.60

33.284 Cost of 10mmX10mm MS squre rods 35.61 1 Kg 1185.37

6.00 Cost of MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS 30.00 1 Each 180.00
W.69)

2.00 Cost of Brass Aldrop (IS:2681) 350 mm long (BMT-G.38) 2094.00 1 Each 4188.00

3.00 Cost of Brass Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT 365.00 1 Each 1095.00
G.04)

2.00 Cost of Brass fancy handles 150 mm (BMT-G.58) 284.00 1 Each 568.00

6.00 Cost of Brass Butt hinges (IS:205)- 150 mm Long (BMT-G22) 324.00 1 Each 1944.00

1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 159.00 1 Each 159.00

2.00 Cost of Brass Door Stoppers (BMT-G.46) 168.00 1 Each 336.00

D&W DATA 114

 Labour
33.284 Labour charges for fabricating steel works of Window Grills (BMM- 24.00 1 Kg 798.82
V.14).
33.284 Labour charges for fixing Iron Windows and Window Grills in 4.00 1 Kg 133.14
position (BMM-V.15).
8.52 1261.00 1 Sqm 10743.72
Labour charges for wrought and put up including fixing in
position frames of any size, shutters for doors, windows,
ventilators including fixing all necessary fixtures etc. for
Other than teakwood Glazed and panelled doors including
fixing glass including frame (BMM-V.39)
60889.31
Add Overheads & Contractors Profit @13.615% 13.615% 8290.08
Rate per / Each 69179.40

2 Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Medium teak wood Frame of
sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood block board type with commercial ply on
both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 250mm long 2 Nos, Aluminium
Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125 mm long M.S.Powder Coated butt hinges
6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos 300mm long including
cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in
position , with Hardware fixtures etc., complete for finsihed item of work.

DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.6 Sqm 1.22 X 2.13 2.60
Medium teak Wood Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cum
Horizental 1 x 1.22 x 0.075 x 0.10 = 0.00864 0.00915 cum
Total = 0.04110 0.04110 cum
Flush door shutters, solid bond wood block board type with
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

2 x 0.55 x2.065 = 2.2715 Sqm 2.2715 sqm

ABSTRACT
a)MATERIAL
0.00915 Cost of Medium Teak Wood scantlings: up to 2.0 M (BMT-E.01) 67804.00 1 Cum 620.41
0.03195 Cost of Medium Teak Wood scantlings: 2.0 to 3.0 M (BMT-E.02) 75339.00 1 Cum 2407.08
2.2715 Flush door shutters, solid bond wood block board type with 1260.00 1 Sqm 2862.09
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

6.00 Cost of MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS 30.00 1 Each 180.00
W.69)

1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 360.00 1 Each 360.00

1.00 Cost of 250 long Aluminium Towerbolts (BMT-G.10) 144.00 1 Each 144.00
2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 119.00 1 Each 238.00
6.00 Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29) 29.00 1 Each 174.00
1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 159.00 1 Each 159.00
2.00 Cost of Heavy duty Aluminium Door stopper (BMT-G.57) 53.00 1 Each 106.00
a) LABOUR
0.22 Carpenter class I 600.00 1 day 130.94
0.51 Carpenter class II 504.00 1 day 256.65
0.36 Light mazdoor 444.00 1 day 160.59
2.27 Labour charges for fixing Flush door shutters of any 348.00 1 Sqm 790.48
thickness to the existing door frame including fixing the
fixtures to the door shutter excluding cost of shutter (BMM-V.23)

8589.24
Add Overheads & Contractors Profit @13.615% 13.615% 1169.43
Rate per / Each 9758.70

D&W DATA 115

3 Supply and Fixing of Window with Single and Double leaf shutter, Door Size 1.52x1.22 mtrs with Salwood Frame of
sections size 75mm x 100mm with 4 Nos double shutters made with styles and rails 75x30mm thick with 12mm
Bison Designer board and supply and fixing of fixtures such as 4 Nos. Hold fasts, Aluminium Tower Bolts 100mm
long 8Nos, Alluminimum Handles 100mm long 8 Nos, 75mm long M.S.Powder Coated butt hinges 16Nos, Window
Stays 8Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing
of Window Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed item of work.

WINDOW SIZE 1.52 x 1.22 mtrs : Area = 1.85 Sqm 1.52 X 1.22 1.85
Sal Wood Frame
Verticals 4 x 1.22 x 0.075 x 0.10 = 0.03660 cum
Horizental 2 x 1.52 x 0.075 x 0.10 = 0.02280 cum
Styles and rails
Vertical 2 x8 x0.54 x0.075 x0.03 = 0.01944 cum
Horizontal 2 x8 x0.33 x0.075 x0.03 = 0.01188 cum
Total = 0.09072 cum
12 mm thick Bison Panel
1x8 x 0.2 x 0.42 = 2.45 Sqm 0.67 sqm
Grill
12mm Square bars @ 125mm c/c 10.74 kgs
ABSTRACT
a)MATERIAL
0.09072 Cost of Sal wood scantling 67804.00 1 Cum 6151.18
0.67 Cost 12mm thick Bison Panel 332.00 1 Sqm 222.44
10.74 (BMT-K.103)
Cost of 12 mm Square bars 35.61 1 Kg 382.49
4.00 MS Hold Fasts 30.00 1 Each 120.00
8.00 Cost of 100 long Aluminium Towerbolts 57.00 1 Each 456.00
8.00 Cost of 100mm Long AluminiumHandles 51.00 1 Each 408.00
16.00 Cost of 75mm long M.S.Powder Coated but hinges 8.00 1 Each 128.00
8.00 Cost of Window Stays 20.00 1 Each 160.00
a) LABOUR
0.48 Carpenter class I 600.00 1 day 289.03
1.12 Carpenter class II 504.00 1 day 566.51
0.80 Light mazdoor 444.00 1 day 354.46
10.74 Fabrication and Fixing Charges 12.00 1 Kg 128.88
9366.99
Add Overheads & Contractors Profit @13.615% 13.615% 1275.32
Rate per / Each

4 Supply and Fixing of Ventilator of size 1.20 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm
square rods @ 150mm c/c fixing in position ,complete for finsihed item of work

VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54 1.2 X 0.45 0.54
Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.45 = 0.90 m
Horizental 1 x2 x 1.20 = 2.40 m
For Hold fasts 1 x 2 x 0.15 = 0.30
Total = 3.60 m 3.96 Kgs
10 mm square rods @ 150 mm c/c
Verticals 1 x 7 x 0.45 = 3.15
Horizental 1 x2 x 1.20 = 2.40
total 5.55 m 4.3568 Kgs
ABSTRACT
a)MATERIAL
8.32 Cost of Structural Steel 35.61 1 Cum 296.19
a) LABOUR
8.32 Fabrication Charges 24.00 1 Kg 199.60
8.32 Fixing Charges 4.00 1 Kg 33.27

D&W DATA 116

 529.06
Add Overheads & Contractors Profit @13.615% 13.615% 72.03
Rate per / Each 601.10

5 Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm
square rods @ 150mm c/c fixing in position ,complete for finsihed item of work

VENTILATOR SIZE 0.90 x 0.45 mtrs : Area = 0.41 0.9 X 0.45 0.41
Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.45 = 0.90 m
Horizental 1 x2 x 0.90 = 1.80 m
For Hold fasts 1 x 2 x 0.15 = 0.30
Total = 3.00 m 3.3 Kgs
10 mm square rods @ 150 mm c/c
Verticals 1 x 5 x 0.45 = 2.25
Horizental 1 x2 x 0.90 = 1.80
total 4.05 m 3.1793 Kgs
ABSTRACT
a)MATERIAL
6.48 Cost of Structural Steel 35.61 1 Cum 230.75
a) LABOUR
6.48 Fabrication Charges 24.00 1 Kg 155.50
6.48 Fixing Charges 4.00 1 Kg 25.92
412.17
Add Overheads & Contractors Profit @13.615% 13.615% 56.12
Rate per / Each 468.30

6 Supply and Fixing of Ventilator of size 0.76 x 0.3 with 25mm x 25mm x 3mm thick equal L angles and 10mm
square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
VENTILATOR SIZE 0.76 x 0.3 mtrs : Area = 0.23 0.76 X 0.3 0.23
Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.3 = 0.60 m
Horizental 1 x2 x 0.76 = 1.52 m
For Hold fasts 1 x 2 x 0.15 = 0.30
Total = 2.42 m 2.662 Kgs

10 mm square rods @ 150 mm c/c

Verticals 1 x 5 x 0.3 = 1.50
Horizental 1 x2 x 1.52 = 3.04
total 4.54 m 3.5639 Kgs
ABSTRACT
a)MATERIAL
6.23 Cost of Structural Steel 35.61 1 Cum 221.73
a) LABOUR
6.23 Fabrication Charges 24.00 1 Kg 149.42
6.23 Fixing Charges 4.00 1 Kg 24.90
396.05
Add Overheads & Contractors Profit @13.615% 13.615% 53.92
Rate per / Each 450.00

1 cost of rajasri door shutter (BMT-N.02) 2000.00 1 sqm 2000.00

Add overheads @ 14% 272.30
Rate per 1 sqm

D&W DATA 117

7 Supply and Fixing of Door with Double leaf shutter, Door Size 1.52x2.13 mtrs with medium teak wood Frame of
sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on
both faces of 35mm thick including cost of fixtures such as Alluminium Tower Bolts 250mm long 2 Nos,
Alluminium Handles 150mm long 2 Nos, 300mm long Alluminium Aldrops 1No, 150mm long M.S.Powder Coated
butt hinges 6Nos, 300 mm long Alluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos including
cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in
position , with Hardware fixtures etc., complete for finsihed utem of work.

DOOR SIZE 1.52 x 2.13 mtrs : Area = 3.24 Sqm 1.52 X 2.13 3.24
medium teak wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 0.03195 cum
Horizental 1 x 1.52 x 0.075 x 0.10 = 0.01140 0.01140 cum
Total = 0.04335 0.04335 cum
Flush door shutters, solid bond wood block board type with
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

1x1.41x2.05 = 2.89 Sqm 2.89 sqm

ABSTRACT
a)MATERIAL
1 0.01140 Cost of medium Teak wood scantling of size 2.0 to 3.0 M 67804.00 1 Cum 772.97
( BMT-E.01)
2 0.03195 Cost of medium Teak wood scantling of size up to 2.0 M 75339.00 1 Cum 2407.08
( BMT-E.2)
3 2.89 Flush door shutters, solid bond wood block board type with 1260.00 1 Sqm 3641.40
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )
4 6.00 MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS-W.69) 35.00 1 Each 210.00
5 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 360.00 1 Each 360.00
6 2.00 Cost of 250 long Aluminium Towerbolts (BMT-G.10) 144.00 1 Each 288.00
7 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 119.00 1 Each 238.00
8 6.00 Cost of 150mm long M.S. Powder Coated but hinges (BMT-G.30) 37.00 1 Each 222.00
9 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 159.00 1 Each 159.00
10 2.00 Cost of Heavy duty Aluminium Door stopper (BMT-G.57) 53.00 1 Each 106.00
a) LABOUR
0.23 Carpenter class I 600.00 1 day 138.11
0.54 Carpenter class II 504.00 1 day 270.70
0.38 Light mazdoor 444.00 1 day 169.38
2.89 Labour charges for fixing Flush door shutters of any 348.00 1 Sqm 1005.72
thickness to the existing door frame including fixing the
fixtures to the door shutter excluding cost of shutter (BMM-V.23)

9988.36
Add Overheads & Contractors Profit @13.615% 13.615% 1359.92
Rate per / Each 11348.30

8 Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs with medium teak wood Frame of
sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on
both faces of 35mm thick including cost of fixtures such as Alluminium Tower Bolts 250mm long 2 Nos,
Alluminimum Handles 150mm long 2 Nos, 300mm long Alluminium Aldrops 1No, 125mm long M.S.Powder Coated
butt hinges 6Nos, 300 mm long Alluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos including
cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in
position , with Hardware fixtures etc., complete for finsihed utem of work.

DOOR SIZE 1.00 x 2.13 mtrs : Area = 2.13 Sqm 1.00 X 2.13 2.13
medium teak wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 1.00 x 0.075 x 0.10 = 0.00750 cum
Total = 0.03945 cum

D&W DATA 118

 Flush door shutters, solid bond wood block board type with
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

1x0.88 x 2.065 = 1.817 Sqm 1.817 sqm

ABSTRACT
a)MATERIAL
1 0.00750 Cost of medium Teak wood scantling of size 2.0 to 3.0 M 67804.00 1 Cum 508.53
( BMT-E.01)

2 0.03195 Cost of medium Teak wood scantling of size up to 2.0 M 75339.00 1 Cum 2407.08
( BMT-E.2)
3 1.8172 Flush door shutters, solid bond wood block board type with 1260.00 1 Sqm 2289.67
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

4 6.00 MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS-W.69) 30.00 1 Each 180.00
5 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 360.00 1 Each 360.00
6 2.00 Cost of 250 long Aluminium Towerbolts (BMT-G.10) 144.00 1 Each 288.00
7 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 119.00 1 Each 238.00
8 6.00 Cost of 125mm long M.S. Powder Coated but hinges (BMT-G.29) 29.00 1 Each 174.00
9 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 159.00 1 Each 159.00
10 2.00 Cost of MS-Powder Coated - Door Stoppers ( BMT - G.53) 42.00 1 Each 84.00
a) LABOUR
0.21 Carpenter class I 600.00 1 day 125.69
0.49 Carpenter class II 504.00 1 day 246.35
0.35 Light mazdoor 444.00 1 day 154.14
1.82 Labour charges for fixing Flush door shutters of any 348.00 1 Sqm 632.39
thickness to the existing door frame including fixing the
fixtures to the door shutter excluding cost of shutter (BMM-V.23)

7846.85
Add Overheads & Contractors Profit @13.615% 13.615% 1068.35
Rate per / Each 8915.20

9 Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with medium teak wood Frame of
sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on
both faces of 35mm thick including cost of fixtures such as Alluminium Tower Bolts 250mm long 2 Nos,
Alluminium Handels 150mm long 1 No, 300mm long Alluminium Aldrops 1No, 125mm long M.S.Powder Coated
butt hinges 3 Nos, 300 mm long Alluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos including
cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in
position , with Hardware fixtures etc., complete for finsihed utem of work. D6

DOOR SIZE 0.90 x 2.13 mtrs : Area = 0.9 X 2.13 1.92

medium teak wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 0.90 x 0.075 x 0.10 = 0.00675 cum
Total = 0.03870 cum
Flush door shutters, solid bond wood block board type with
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

1x0.78x2.065 = 1.6107 sqm

ABSTRACT
a)MATERIAL
1 0.00675 Cost of medium Teak wood scantling of size 2.0 to 3.0 M 67804.00 1 Cum 457.68
( BMT-E.01)
2 0.03195 Cost of medium Teak wood scantling of size up to 2.0 M 75339.00 1 Cum 2407.08
( BMT-E.2)
3 1.6107 Flush door shutters, solid bond wood block board type with 1260.00 1 Sqm 2029.48
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

D&W DATA 119

4 6.00 MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS-W.69) 30.00 1 Each 180.00
5 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 360.00 1 Each 360.00
6 2.00 Cost of 250 long Aluminium Towerbolts (BMT-G.10) 144.00 1 Each 288.00
7 1.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 119.00 1 Each 119.00
8 3.00 Cost of 125mm long M.S. Powder Coated but hinges (BMT-G.29) 29.00 1 Each 87.00
9 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 159.00 1 Each 159.00
10 1.00 Cost of MS-Powder Coated - Door Stoppers ( BMT - G.53) 42.00 1 Each 42.00
a) LABOUR
0.21 Carpenter class I 600.00 1 day 123.30
0.48 Carpenter class II 504.00 1 day 241.66
0.34 Light mazdoor 444.00 1 day 151.21
1.61 Labour charges for fixing Flush door shutters of any 348.00 1 Sqm 560.52
thickness to the existing door frame including fixing the
fixtures to the door shutter excluding cost of shutter (BMM-V.23)

7205.93
Add Overheads & Contractors Profit @13.615% 13.6150% 981.09
Rate per / Each 8187.05

10 Supply and Fixing of Door with Single leaf shutter, Door Size 0.76x2.13 mtrs with medium teak wood Frame of
sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on
both faces of 35mm thick including cost of fixtures such as Alluminium Tower Bolts 250mm long 1 Nos,
Alluminium Handels 150mm long 1 No, 300mm long Alluminium Aldrops 1No, 125mm long M.S.Powder Coated
butt hinges 3 Nos, 250 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 1 Nos, MS Hold fasts 6Nos,
Fixing in position of M.S.Powder Coated Sheet 24 guage of full width of shutter to a height of 0.60 mtrs for interior
face and 0.15 mtrs to external face , Sales and Other Taxes cost and convenyance of all materials to site all Labour
charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complte for
finsihed item of work.

DOOR SIZE 0.76 x 2.13 mtrs : Area = 0.76 X 2.13 1.62

Salwood Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 0.76 x 0.075 x 0.10 = 0.00570 cum
Total = 0.03765 cum
Flush door shutters, solid bond wood block board type with
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )
1x0.63x2.065 = 1.301 Sqm 1.30095 sqm
ABSTRACT
a)MATERIAL
1 0.00570 Cost of medium Teak wood scantling of size 2.0 to 3.0 M 67804.00 1 Cum 386.48
( BMT-E.01)
2 0.03195 Cost of medium Teak wood scantling of size up to 2.0 M 75339.00 1 Cum 2407.08
( BMT-E.2)
3 1.30095 Flush door shutters, solid bond wood block board type with 1260.00 1 Sqm 1639.20
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

4 6.00 MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS-W.69) 30.00 1 Each 180.00
5 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 360.00 1 Each 360.00
6 1.00 Cost of 250 long Aluminium Towerbolts (BMT-G.10) 144.00 1 Each 144.00
7 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 119.00 1 Each 238.00
8 3.00 Cost of 125mm long M.S. Powder Coated but hinges (BMT-G.29) 29.00 1 Each 87.00
9 1.00 Cost of MS-Powder Coated Flat Latches: 250 mm long ( BMT-G.51) 49.00 1 Each 49.00
10 0.48 Cost of MS-Powder Coated - Door Stoppers ( BMT - G.53) 42.00 1 Sqm 20.16
11 a) LABOUR
0.20 Carpenter class I 600.00 1 day 119.95
0.47 Carpenter class II 504.00 1 day 235.11
0.33 Light mazdoor 444.00 1 day 147.11

D&W DATA 120

 1.30 Labour charges for fixing Flush door shutters of any 348.00 1 Sqm 452.73
thickness to the existing door frame including fixing the
fixtures to the door shutter excluding cost of shutter (BMM-V.23)

6465.82
Add Overheads & Contractors Profit @13.615% 13.615% 880.32
Rate per / Each 7346.15

11 Supply and Fixing of Door with Double leaf shutter, Door Size 1.05x2.13 mtrs with medium teak wood Frame of
sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on
both faces of 35mm thick including cost of fixtures such as Alluminium Tower Bolts 250mm long 2 Nos,
Alluminium Handles 150mm long 2 Nos, 300mm long Alluminium Aldrops 1No, 125mm long M.S.Powder Coated
butt hinges 6Nos, 300 mm long Alluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos including cost
and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in
position , with Hardware fixtures etc., complete for finsihed utem of work.

DOOR SIZE 1.05 x 2.13 mtrs : Area = 1.05 X 2.13 2.24

medium teak wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 1.05 x 0.075 x 0.10 = 0.00788 cum
Total = 0.03983 cum
Flush door shutters, solid bond wood block board type with
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

1x0.93 x 2.065 = 1.9205 Sqm 1.92045 sqm

ABSTRACT
a)MATERIAL
1 0.00788 Cost of medium Teak wood scantling of size 2.0 to 3.0 M 67804.00 1 Cum 533.96
( BMT-E.01)
2 0.03195 Cost of medium Teak wood scantling of size up to 2.0 M 75339.00 1 Cum 2407.08
( BMT-E.2)
3 1.92045 Flush door shutters, solid bond wood block board type with 1260.00 1 Sqm 2419.77
commercial ply on both faces.: 35 mmthick
conforming to IS:2202 (BMT-N.17 )

4 6.00 MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA (BMS-W.69) 30.00 1 Each 180.00
5 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 360.00 1 Each 360.00
6 2.00 Cost of 250 long Aluminium Towerbolts (BMT-G.10) 144.00 1 Each 288.00
7 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 119.00 1 Each 238.00
8 6.00 Cost of 125mm long M.S. Powder Coated but hinges (BMT-G.29) 29.00 1 Each 174.00
9 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 159.00 1 Each 159.00
10 2.00 Cost of MS-Powder Coated - Door Stoppers ( BMT - G.53) 42.00 1 Each 84.00
a) LABOUR
0.21 Carpenter class I 600.00 1 day 126.88
0.49 Carpenter class II 504.00 1 day 248.69
0.35 Light mazdoor 444.00 1 day 155.60
1.92 Labour charges for fixing Flush door shutters of any 348.00 1 Sqm 668.32
thickness to the existing door frame including fixing the
fixtures to the door shutter excluding cost of shutter (BMM-V.23)

8043.30
Add Overheads & Contractors Profit @13.615% 13.615% 1095.10
Rate per / Each 9138.40

D&W DATA 121

12 Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness
of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm
long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S.
Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the
frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum
2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge
for finished item of work

1 rmt cost of rajasri door frame (BMT-N.01) Item Sl No 643 275.00 1 Rmt 275.00
Add Overheads & Contractors Profit @13.615% 13.615% 37.44
Rate per Rmt 312.45

13 Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19
gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall
have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat
moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock
rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail
& bottom rail. Panelling of 10mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails
with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive
etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using
PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for
finished item of work .

1 cost of PVC shutter (BMT-N.02) 2000.00 1 sqm 2000.00

Add Overheads & Contractors Profit @13.615% 13.615% 272.30
Rate per 1 sqm 2272.30

Pre-painted windows
14 Providing and fixing of Openable Windows made of pre-painted steel (Base steel as per IS 513 of 0.58 mm thick
galvanized as per IS 277 with Zinc of 120 GSM), primer coated with epoxy primer of 5-7 microns thick, finish
painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and
section for outer frame of 48 x 50 mm, centre mullion of 48 x 50 mm, section for shutter of 48 x 25 mm and the
fixed glass beading section should be 12 x 12 mm and the outer frame and mullions to have rebate for glazed
shutter with a 20 mm provision for guard bars/grills and the sections cut to length metre joined with corner
bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stainless steel heavy duty pivot hinges
provided per shutter and windows fitted with 5 mm thick plain float glass with rubber gaskets including fixing the
frames in concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6”
(152.4mm) pitch etc., complete for finished item of work.

a) Centre fixed both side openable shutter window 5’0”x4’0” (1524mm

x1219.2mm)/6’0”x4’0” (1828.8mm x1219.2mm) Outer frame
section size of 48x50mm. Shutter frame section size of 48x25mm.
Mullion section size of 48x50mm. Fixed beading section size of
12x12mm.

basic rate as per ssr item code BMT-P.19 / BMT-P.20 4914.00 1 SQM 4914.00
Add Overheads & Contractors Profit @13.615% 13.615% 669.04
Rate per sqmt. 5583.05

b) Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm

x 1219.2mm)/4’0” x 4’0” ( 1219.2 mm x 1219.2mm outer frame
section size of 48x50mm shutter frame section size of 48x25mm.
Mullion section size of 48x50mm.

basic rate as per ssr item no 746 item code BMT-P.17/BMT-P.18 5576.00
Add Overheads & Contractors Profit @13.615% 13.615% 759.17
Rate per sqmt. 6335.20

D&W DATA 122

15 Providing & Fixing of Openable Windows with Fly-mesh made of pre-painted steel (Base Steel as per IS 513 of
0.6mm thick galvanized as per IS 277 with zinc of 150 GSM) primer coated with epoxy primer of 5-7 microns thick,
finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer
and the section for outer frame of 72 x 55mm, centre mullion of 72 x 50mm, section for fixed glass beading section
of 12 x 12 mm and section for shutters of 47 x 20 mm and outer frame & mullion sections with rebate for glazed
shutters, fly mesh and a 20 mm provision for guard bars/grills and fly mesh shutter section of 20 x 40 mm and the
sections cut to length metre joined with corner bracket, centre mullions fixed with mullion cap, stay, handles, latch
2 Nos of heavy duty stainless steel pivot hinges per shutter and panelled with 5mm thick plain float glass and S.S.
Mesh for fly mesh shutter (304 grade), fitted using rubber gaskets including fixing the windows in the
concrete/masonry wall by means of self expanding screws, including 10mm Square guard bars with 6” (152.4mm)
pitch , complete for finished item of work

a) Centre fixed both side openable shutter window 5’0”x4’0” (1524mm

x1219.2mm). Outer frame section size of 72x50mm. Shutter frame
section size of 47x20mm. Mullion section size of 72x50mm. Fixed
beading section size of 12x12mm.

basic rate as per ssr item code BMT-P.24 6625 1 SQM 6625.00
Add Overheads & Contractors Profit @13.615% 13.615% 901.99
Rate per sqmt. 7527.00
b) Double shutter Window with vertical mullion 3’0” x 4’0” (914.4mm x
1219.2mm) / ( 4’0”x4’0” 1219.2mm x 1219.2mm) outer frame
section size of 72x50mm shutter frame section size of 47x20mm.
Mullion section size of 72x50mm.

basic rate as per ssr item no 761 & 762 item code BMT-P.22/BMT-P.23 7288.00
Add Overheads & Contractors Profit @13.615% 13.615% 992.26
Rate per sqmt. 8280.30

16 Supply and fixing of Fixed Louvered Ventilators with sections made of pre - painted steel (base steel as per IS 513
of 'D" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns
thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd
backer with total coated thickness of 0.6mm. Section for louvered ventilator frame should be of 33x57mm. All the
above closed and seamed sections should be made out of single sheet and with stitch at a single place as per
enclosed drawings; The ventilators should be paneled with 4 mm pinhead glass with Ethyl propylene Diamine
monomer Gasket (EPDM). The sections are to be cut to length mitre joined with corner bracket. Gaskets are to be
made of Ethyl propylene Diamine monomer(EPDM). Corner brackets made of CRCA with Zinc Phosphate. The above
frames should be fixed to the concrete /masonry wall by means of self expanding brackets & screws including 10
mm square guard bars with 6" pitch and all taxes complete for finished item of work.

Ventilators: Fixed louvers 2'-0" x 2'-0" (609.6x609.6mm)(Box

section) outer frame section size of 33 x 56 mm

Basic rate as per item code BMT-P.13 4306.00 1 SQM 4306.00

Add Overheads & Contractors Profit @13.615% 13.615% 586.26
Rate per sqmt. 4892.30

Assistant Executive Engineer

Executive Engineer Irrigation Section
Irrigation Division

Dy. Executive Engineer

Irrigatin Sub Division

D&W DATA 123

 DOORS DATA

Name of the work : Construction of Toilets to primisess of Water Resources

Department Division Office at Madanapalli in Chittoor District

1 Supply and Fixing of 18guage MS Plain sheet Door of size 1.22 x 2.13 mts with
outer angular frame of rolled steel equal angle 40 x 40 x 6m and inner shutter
angular frame rolled steel equal angle 32 x 32 x 4 mm with Double leaf shutter,MS
Flats 25x5mm-6Nos for Horizontal ( 3 Nos for each shutter )to the Door MS Aldrop
300 mm long-2No , MS Tower bolt 150mm long-2Nos,MS Hinges 150mm long-
6Nos. MS 125mm Handles- 2 No and 6 Nos of MS Hold fasts 230mm long with
primary coat of Red oxide paint including cost,conveyance of all materials to site
,sales and other taxes on all materials and labour charges etc complete.

Area 1.22 x 2.13 2.60 Sqm

(A) Outer Angle Frame 40 x 40 x 6mm

Horizontal 1 x 2 1.22 2.44

Vertical 1 x 2 2.13 4.26
Hold fasts 1 x 6 0.23 1.38
8.08
Weight 8.08 3.50 Kg/1Rm 28.28 Kg
(B) Inner angle frame 32 x 32 x 4 mm

Horizontal 1 x 2 1.17 2.34

Vertical 1 x 4 2.08 8.32
10.66
Weight 10.66 2.50 26.65 Kg
Total 54.93 Kg
0.00 Kg
Total (A) + (B) 54.93 Kg

(c) 25X 5 mm Flat

1 x 6 0.55 3.30
Weight at 0.98 kg/rm 3.23 Kg
Total 3.23 Kg
0.00 Kg
Total (C) 3.23 Kg

(D) 18 Guage MS Sheet 1 x 2 0.59 2.08

Weight of the Sheet 2.45 9.80 Kg/1sqm 24.05 Kg

 0.00 Kg
24.05 Kg

DATA
54.93 Kg Cost of Angular 0.00 1 Kg 0.00
3.23 Kg Cost of Flats (C) 0.00 1 Kg 0.00
24.05 Kg Cost of 18 Gauge MS Sheet 0.00 1 Kg 0.00
82.22 Kg Fabrication Charges BMM-V.14 24.00 1 Kg 1973.21
82.22 Kg Fixing Charges BMM-V.15 4.00 1 Kg 328.87
2 No. MS Aldrop 300mm long (BMT-G.45) 181.00 1 No. 362.00
2 Nos. MS Tower Blt 150mm long ( BMT-G.15) 38.00 1 No. 76.00
6 Nos. MS Hinges 150mm long (BMT-G.30) 44.00 1 No. 264.00
2 Nos. MS Handle 125mm long (BMT-G.35) 34.00 1 No. 68.00
5.20 sqm Cost of Red Oxide Painting 0.00 1 sqm 0.00
Total 3072.08
Add Overheads & Contractors Profit @13.615% 13.615% 153.60
Rate of Door 3225.68
Say 3225.70

2 Supply and Fixing of 18guage MS Plain sheet Door of size 1.00 x 2.13 mts with
outer angular frame of rolled steel equal angle 40 x 40 x 6m and inner shutter
angular frame rolled steel equal angle 35 x 35 x 5 mm with Double leaf shutter,MS
Flats 25x5mm-6Nos for Horizontal to the Door MS Aldrop 300 mm long-2No MS
Tower bolt 150mm long-2Nos,MS Hinges 150mm long-6Nos. MS 125mm Handle- 2
No and 6 Nos of MS Hold fasts 230mm long with primary coat of Red oxide paint
including cost,conveyance of all materials to site ,sales and other taxes on all
materials and labour charges etc complete

Area 1.00 x 2.13 2.13 Sqm

(A) Outer Angle Frame 40 x 40 x 6mm

Horizontal 1 x 2 1.00 2.00

Vertical 1 x 2 2.13 4.26
Hold fasts 1 x 6 0.23 1.38
7.64
Weight 7.64 3.50 Kg/1Rm 26.74 Kg

(B) Inner angle frame 35 x 35 x 5 mm

Horizontal 1 x 2 0.97 1.94

Vertical 1 x 4 2.08 8.32
 10.26
Weight 10.26 2.60 Kg/1Rm 26.68 Kg
Total 53.42 Kg
0.00 Kg
Total (A) + (B) 53.42 Kg

(C) 25X 5 mm Flat

1 x 6 0.48 2.88
Weight 2.88 at 0.98 kg/rm 2.82 Kg
Total 2.82 Kg
0.00 Kg
Total (C) 2.82 Kg

(D) 18 Guage MS Sheet 1 x 1 0.97 2.08

Weight of the Sheet 2.02 9.8 19.80 Kg

0.00 Kg
19.80 Kg

DATA
53.42 Kg Cost of Angular 0.00 1 Kg 0.00
2.82 Kg Cost of Flats (C) 0.00 1 Kg 0.00
19.80 Kg Cost of 18 Gauge MS Sheet 0.00 1 Kg 0.00
76.03 Kg Fabrication Charges BMM-V.14 24.00 1 Kg 1824.83
76.03 Kg Fixing Charges BMM-V.15 4.00 1 Kg 304.14
2 No. MS Aldrop 300mm long (BMT-G.45) 181.00 1 No. 362.00
2 Nos. MS Tower Blt 150mm long ( BMT-G.15) 38.00 1 No. 76.00
6 Nos. MS Hinges 150mm long (BMT-G.30) 44.00 1 No. 264.00
2 Nos. MS Handle 125mm long (BMT-G.35) 34.00 1 No. 68.00
4.26 sqm Cost of Red Oxide Painting 0.00 1 sqm 0.00
Total 2898.96
Add Overheads & Contractors Profit @13.615% 13.615% 144.95
Rate of Door 3043.91
Say 3043.95

Executive Engineer Dy. Executive Engineer Assistant Executive Engineer

Irrigation Division Irrigatin Sub Division Irrigation Section
 WINDOWS DATA

Name of the work : Construction of Toilets to primisess of Water Resources Department

Division Office at Madanapalli in Chittoor District
1 Supply and fixing of 18 guage M.S. Plain Sheet WINDOW of size 1.52 M x 1.22 M (Six Leafs
shutters with outer angular frame of rolled steel equal angle ISA 4040 of Size 40mm x
40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size
25mm x 25mm x 4mm and rolled steel Tee Bars 40mm x 40mm x 6mm and 25x5mm flat ,
1 Nos. Horizontal, 2 Nos. verticles also bended with fixtures such as M.S. Powder coated
tower bolts 100mm long 6 Nos., M.S. Powder coated butt Hinges 12 Nos., M.S. Powder
coated handles 125mm long 6 Nos., and safety rods 10mm MS square rods at 10 Nos
welded horizontally to full width of window & 4 Nos of MS Hold fasts of 230mm long
including redoxide primer grade I quality coating including cost and conveynace of all
materials, labour charges etc., complete for finished item of work.

Area 1.52 x 1.22

Theoritical Requirement of Materials
(A) Outer frame 40 x 40 x 6mm
Verticals (L angle) 2 x 1.22 2.44
Verticals (T Section) 2 x 1.22 2.44
Horizontal (L angle) 2 x 1.52 3.04
Horizontal (T angle) 1 x 1.52 1.52
Hold fasts 4 x 0.23 0.92
10.36
10.36 x 3.50 Kg/1Rm

(B) Inner angle frame 25 x 25 x 4 mm

Verticals 12 x 0.59 7.08
Horizontals 12 x 0.48 5.76
12.84
12.84 x 1.40 Kg/1Rm

(C) 10 mm Square Safety rods

Safety Rods 10 x 1.5
Equivalent weight (0.78 Kg/ Rmt.)
Total Weight 15.00 x 0.780 Kg/1Rm

Total ( A to C )

Total ( A to C )

(D) 25x5mm MS flat

6 x 0.47 2.82
 2.82
Weight 2.82 x 0.98

Total (D)

(E) 18 Guage MS Sheet 3 0.48 1.18 1.70 Sqm

Area of Sheet (3 x 0.48 x 1.18)
Equivalent (9.80 Kg per Sqm.)
Total Weight 1.70 x 9.80 Kg/1sqm

DATA
65.94 Kg Cost of angle ( A to C) 0.00 1 Kg
2.76 Kg Cost of Flats (D) 0.00 1 Kg
16.65 Kg Cost of 18 Gauge MS Sheet (E) 0.00 1 Kg
85.35 Kg Fabrication Charges BMM-V.14 24.00 1 Kg
85.35 Kg Fixing Charges BMM-V.15 4.00 1 Kg
3.71 sqm Cost of Red Oxide Painting 0.00 1 sqm
6 Nos. MS Tower Bolts 100mm long (BMT-G.14) 26.00 1 No.
12 Nos. MS Butt Hinges 100mm long (BMT-G.28) 23.00 1 No.
6 Nos. MS Handle 125mm long (BMT-G.35) 34.00 1 No.
6 Nos. MS Wind appliances 20.00 1 No.
Total
Add Overheads & Contractors Profit @13.615% 13.615%
Rate of Door
Say

2 Supply and Fixing of M.S. Iron Grill Gate of size 35 mm x 35mm x 6mmwith
10mm Square rods 100mm including Cost and conveyance of all materials,
welding, fabrication of charges and sales and other taxes etc., complete for
finished item of work.
1.05 Kg 10mm Square Safety Rods 44.05 1 Kg
3.05 Kg Fabrication Charges BMM-V.14 24.00 1 Kg
3.05 Kg Fixing Charges BMM-V.15 4.00 1 Kg
Total

Add Overheads & Contractors Profit @13.615% 13.615%

Say
Executive Engineer Dy. Executive Engineer Assistant Executive Engineer
Irrigation Division Irrigatin Sub Division Irrigation Section
esources Department
ct
52 M x 1.22 M (Six Leafs
040 of Size 40mm x
l angle ISA 2525 of size
6mm and 25x5mm flat ,
s M.S. Powder coated
2 Nos., M.S. Powder
are rods at 10 Nos
ts of 230mm long
d conveynace of all

1.85

36.26 Kg

17.98 Kg

11.70 Kg
65.94 Kg
0.00 Kg
65.94 Kg
 2.76 Kg
0.00 Kg
2.76 Kg

16.65 Kg
0.00 Kg
16.65 Kg

0.00
0.00
0.00
2048.44
341.41
0.00
156.00
276.00
204.00
120.00
3145.85
428.31
3574.16
3574.20

5mm x 6mmwith
of all materials,
., complete for

46.25
73.20
12.20
131.65
131.65
17.92
149.58
 Assistant Executive Engineer
rrigation Section
 DATAS FOR MS Ventilators

Name of the work : Construction of Toilets to primisess of Water Resources Department Division
Office at Madanapalli in Chittoor District

Sno Qty Description of Item Rate Unit Per

1 Supply and Fixing of Ventilator of size 1.22 x 0.30 with 25mm x 25mm x 3mm thick equal L
angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of
work

VENTILATOR SIZE 1.20 x 0.30 mtrs : 1.22 X 0.3

Area = 0.36
Angular sqm
frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.294 = 0.59 m
Horizental 1 x2 x 1.20 = 2.40 m
For Hold fasts 1 x 2 x 0.15 = 0.30
Total 3.29 m 3.6168
=
10 mm square rods @ 150 mm c/c
Verticals 1 x 7 x 0.294 = 2.06
Horizental 1 x2 x 1.194 = 2.39
total 4.45 m 3.46788
ABSTRACT
a)MATERIAL
7.08 Cost of Structural Steel 0.00 1 Cum
a) LABOUR
7.08 Fabrication Charges ( BMM-V.14) 24.00 1 Kg
7.08 Fixing Charges ( BNN-V.15) 4.00 1 Kg

Add overheads @ 5%
Rate per / Each

2 Supply and Fixing of Ventilator of size 1.52 x 0.30 with 25mm x 25mm x 3mm thick equal L
angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of
work
VENTILATOR SIZE 1.50 x 0.30 1.52 X 0.3
mtrs : Area
Angular = 0.46
frame 25 x sqm
25 x 3mm thick
Verticals 1 x 2 x 0.294 = 0.59 m
Horizental 1 x2 x 1.50 = 3.00 m
For Hold fasts 1 x 2 x 0.15 = 0.30
Total 3.89 m 4.2768
=
10 mm square rods @ 150 mm c/c
Verticals 1 x 9 x 0.294 = 2.65
Horizental 1 x 2 x 1.494 = 2.99
 total 5.63 m 4.39452
ABSTRACT
a)MATERIAL
8.67 Cost of Structural Steel 0.00 1 Cum
a) LABOUR
8.67 Fabrication Charges ( BMM-V.14) 24.00 1 Kg
8.67 Fixing Charges ( BNN-V.15) 4.00 1 Kg

Add overheads @ 5%
Rate per / Each

5 Supply and Fixing of Ventilator of size 1.00 x 0.3 with 25mm x 25mm x 3mm thick equal L
angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of
work

VENTILATOR SIZE 1.00 x 0.3 mtrs : 1.00 X 0.3

Area = 0.30
Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.294 = 0.59 m
Horizental 1 x2 x 1.00 = 2.00 m
For Hold fasts 1 x 2 x 0.15 = 0.30
Total 2.89 m 3.1768
=

10 mm square rods @ 150 mm c/c

Verticals 1 x 6 x 0.294 = 1.76
Horizental 1 x2 x 0.994 = 1.99
total 3.75 m 2.92656
ABSTRACT
a)MATERIAL
6.10 Cost of Structural Steel 0.00 1 Cum
a) LABOUR
6.10 Fabrication Charges 24.00 1 Kg
6.10 Fixing Charges 4.00 1 Kg

Add overheads @ 5%
Rate per / Each

3 Supply and Fixing of Ventilator of size 1.20 x 1.20 with 25mm x 25mm x 5mm thick equal L
angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of
work

Grill SIZE 1.20 x 1.20 mtrs : Area = 1.2 X 1.2

1.44 sqm
Angular frame 25 x 25 x 5mm thick
Verticals 1 x 2 x 1.20 = 2.40 m
Horizental 1 x2 x 1.20 = 2.40 m
 For Hold fasts 2 x 2 x 0.15 = 0.60
Total 5.40 m 9.72
=
10 mm square rods @ 150 mm c/c
Verticals 1 x 7 x 1.200 = 8.40
Horizental 1 x 7 x 1.20 = 8.40
total 16.80 m 13.188
ABSTRACT
a)MATERIAL
22.91 Cost of Structural Steel 35.57 1 Cum
a) LABOUR
22.91 Fabrication Charges ( BMM-V.14) 24.00 1 Kg
22.91 Fixing Charges ( BNN-V.15) 4.00 1 Kg

Add overheads @ 5%
Rate per / Each

12 Supply and fixing of MS grill Window of .9X 1.35 mts by using 40 x40 x
6mm MS Angle section for outer frame and 10 mm square safety bars @
100 mm C/C both ways including cost & conveyance of all materials and
labour charges for finished item of work

Frame 40x40x6 mm (GW)

Verticals 2 x 1.35 2.7
Harizontal 2 x .9 1.8
4.5 3.5 15.75
10 mm SQ rod@ 100c/c
Verticals 8 x 1.32 10.56
Harizontal 12x .9 10.8
21.36 0.78 16.6608
MS Aldrop,Tower Bolt and Holdfast 0.55
total weight 32.9608
Rate analysis
cost of MS steel 32.96 33.57
Fabrication charges BMM -V-14 32.96 24.00
Fixing Charges BMM -V-15 32.96 Err:520
Over Head Charges Err:520 0.13615

Say
9 Supply and fixing of MS grill Window of 1.5X 1.35 mts by using 40 x40 x
6mm MS Angle section for outer frame and 10 mm square safety bars @
100 mm C/C both ways including cost & conveyance of all materials and
labour charges for finished item of work

Frame 40x40x6 mm (GW)

Verticals 2 x 1.35 2.7
Harizontal 2 x 1.5 3
5.7 3.5 19.95
10 mm SQ rod@ 100c/c
Verticals 14 x 1.32 18.48
Harizontal 12x 1.5 18
36.48 0.78 28.4544
MS Aldrop,Tower Bolt and Holdfast 0.25
total weight 48.6544
Rate analysis
cost of MS steel 48.65 33.57
Fabrication charges BMM -V-14 48.65 24.00
Fixing Charges BMM -V-15 48.65 Err:520
Over Head Charges Err:520 0.1362

Say

9 Supply and fixing of MS grill Window of 1.2X 1.35 mts by using 40 x40 x
6mm MS Angle section for outer frame and 10 mm square safety bars @
100 mm C/C both ways including cost & conveyance of all materials and
labour charges for finished item of work

Frame 40x40x6 mm (GW)

Verticals 2 x 1.35 2.7
Harizontal 2 x 1.2 2.4
5.1 3.5 17.85
10 mm SQ rod@ 100c/c
Verticals 11 x 1.32 14.52
Harizontal 12*1.2 14.4
28.92 0.78 22.5576
MS Aldrop,Tower Bolt and Holdfast 0.55
total weight 40.9576
Rate analysis
cost of MS steel 40.96 33.57
Fabrication charges BMM -V-14 40.96 24.00
Fixing Charges BMM -V-15 40.96 Err:520
Over Head Charges Err:520 0.13615
 Say

9 Supply and fixing of MS grill Window of 2.1 x1.35 mts by using 40 x40 x
6mm
FrameMS Angle mm
40x40x6 section
(GW)for outer frame and 10 mm square safety bars @
100 mm C/C both ways including cost & conveyance of all materials and
Verticals 2 x 1.35
labour charges for finished item of work 2.7
Harizontal 2 x 2.1 4.2
6.9 3.5 24.15
10 mm SQ rod@ 100c/c
Verticals 20 x 1.32 15.84
Harizontal 12x 2.07 43.47
59.31 0.78 46.2618
MS Aldrop,Tower Bolt and Holdfast 0.55
total weight 70.9618
Rate analysis
cost of MS steel 70.96 33.57
Fabrication charges BMM -V-14 70.96 24.00
Fixing Charges BMM -V-15 70.96 Err:520
Over Head Charges Err:520 0.13615

Say
epartment Division

Amount

mm thick equal L
r finsihed item of

0.37

Kgs

Kgs

0.00

170.03
28.34
198.37
9.92
208.30

mm thick equal L
r finsihed item of

0.46

Kgs
 Kgs

0.00

208.11
34.69
242.80
12.14
254.95

m thick equal L
r finsihed item of

0.3

Kgs

Kgs

0.00

146.48
24.41
170.89
8.54
179.45

mm thick equal L
r finsihed item of

1.44
 Kgs

Kgs

814.74

549.79
91.63
1456.16
72.81
1529.00

1106.49
791.06
Err:520
Err:520
Err:520
Err:520
1633.33
1167.71
Err:520
Err:520
Err:520
Err:520

1374.95
982.98
Err:520
Err:520
Err:520
Err:520

2382.19
1703.08
Err:520
Err:520
Err:520
Err:520
 Statement showing the Seignoirage Charges

Name of the work : Construction of Toilets to primisess of Water Resources Department Division Office at Madanapalli in
Chittoor District

Total
Check Total Seigniorage
Dam Quantity Sand Quantity for Seigniorage Metal Quantity for Seigniorage Charges

Item of Rate per Amount in Rate per Amount in

work Qty Qty Unit Qty Unit Cum Rupees Qty Unit Cum Rupees

C.C - M-5 Cum 6.00 Cum 2.70 Cum 50.00 135.00 5.40 Cum 75.00 405.00 540.00
C.C - M-
15 Cum 1.25 Cum 0.56 Cum 50.00 28.22 1.00 Cum 75.00 75.24 103.46
C.C - M-
20
(Wearing
coat) Cum 0.15 Cum 0.07 Cum 50.00 3.38 0.12 Cum 75.00 9.00 12.38
C.C - M-
20
(Wearing
coat) cum 1.50 Cum 0.68 Cum 50.00 33.75 1.20 Cum 75.00 90.00 123.75

779.58
 Electrical DATAS 2017-18

Name of the work : Construction of Toilets to primisess of Water Resources Department

Division Office at Madanapalli in Chittoor District

25 1.4.2 (c) 102 Supply and Fixing of 20 mm outer dia 2.10 mm thick Heavy grade
with IS:9537 part 3 FRLS regid PVC pipe (ISI MARK) concealed in
Roof Slabs with all required MS deep boxes and all accessories
including and labour charges etc., complete.
Makes:- VIP / Besto plast / GoldMedal / Million plast / GM /
Sudhakar / Polyline

Taking Output = 100 M

a) Material
1.2.2 20mm dia 2.10 mm thick PVC 100 M 1 2200.00 2200.00
pipe
1.1.11 20mm dia PVC 1,2,3 & 4 way Each 12 54.00 648.00
MS deep Junction Box
1.2.32 20mm PVC bends Each 12 4.00 48.00
b) Labour charges :
8.1.74 Skilled Electrician day 2 540.00 1080.00
8.1.75 Semi skilled Electrician day 2 420.00 840.00
8.1.76 Helpers day 2 420.00 840.00
Sundries like binding wire,
shellac, sand etc.,
C) Cost for 100 RM 5656.00
Rate per Metre 56.60

27 2.1.2 210 Wiring with 2 runs of 22/0.3mm ( 1.5 Sq.mm) FRLS / HFFR /
ZHFR P.V.C. insulated 1100V grade as per IS : 694 / 1990
specification flexible copper cable (ISI MARK) in existing pipe with
6A Modular switch, Ceiling rose/BH/SBH Modular switches with
cover plate including all labour charges etc., complete for Light, Fan,
Exhaust Fan etc., complete. (for Residential Building)
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam / KEI /
Polycab / Bonton / V-Guard / GM / Million / HPL / Goldmedal /
Finecab / Vimal / Fortune Art / Gloster / Kundan cab/Sudhakar

Makes of switches:- Legrand Arteor / Schneider Zen celo/ Crabtree

Murano/ GM-Zenova / Legrand Myrius / Cabtree Thames Platinum /
GM- Zicono/ / Million / Logus / Gold Medal Curve / GIFA / CPL/
Panasonic Vision / Salzer S 90 Series.

Taking Output = 7 Points

a) Material
1.5.9 22/0.3mm FR PVC copper wire 100 M 1 1231.00 1231.00

1.8.17 6A Switch 1 way modular switch each 7 57.00 399.00

1.7.13 6A 2 way Ceiling Rose 3 plate each 7 19.00 133.00

1.8.33 1 Module cover frame each 7 29.50 206.50
 b) Labour charges :
8.1.74 Skilled Electrician day 0.7 540.00 378.00
8.1.75 Semi skilled Electrician day 1.4 420.00 588.00
8.1.76 Helpers day 0.7 420.00 294.00
Sundries 9.50
C) Cost for7 Points 3239.00
Rate per Point 462.75

MODULAR SOCKET ON COMMON BOARD

26 3.1.4 205 Supply and run of 2 of 2.5 sq.mm (phase neutral and earth) FRLS /
HFFR / ZHFR P.V.C. insulated 1100V grade as per IS : 694 / 1990
specification flexible copper cable in existing MS conduit pipe for
individual ligting circuits including labour charges etc., complete as
required for switch boards.
Makes of wires:- Finolex / RR kabel / Havells / APAR E-beam / KEI /
Polycab / Bonton / V-Guard / GM / Million / HPL / Goldmedal /
Finecab / Vimal / Fortune Art / Gloster / Kundan cab/Sudhakar

Taking Output = 100 M

a) Material
1.5.10 36/0.3mm FR PVC copper wire 100 M 2 1989.00 3978.00
b) Labour charges :
8.1.74 Skilled Electrician day 0.67 540.00 361.80
8.1.75 Semi Skilled Electrician day 2 420.00 840.00
8.1.76 Helpers day 0.67 420.00 281.40
Sundries
C) Cost for 100 RM 5461.20
Rate per Metre = C/100 54.65
Note : Labour Charges considered for 150 M / day