CARRIAGE OF MATERIALS Data Sheet No 1 for Analysis of Rates 1€¦ · PWD_Building_TRIPURA 1.1 Code Unit Rate 0145 Day ₹ 2,000.00 0203 Day ₹ 310.00 0212 Day ₹ 310.00 0224 Day

PWD_Building_TRIPURA

1.1

Code Unit Rate

0145 Day ₹ 2,000.00

0203 Day ₹ 310.00 0212 Day ₹ 310.00 0224 Day ₹ 310.00 01001 Litre ₹ 68.75 01002 Litre ₹ 315.00

Nos of km covered in 8 hrs. shift

(2Nd+6)

1 3 4 5 6 7 8 9 10 11 12 13 141 km 16.00 kmh-1 7.11 nos. 20.22 km 4.04 l ₹ 277.75 0.144 l ₹ 45.36 ₹ 1,860.00 ₹ 2,000.00 ₹ 4,183.11 ₹ 588.34 2 km 17.00 kmh-1 6.48 nos. 31.92 km 6.38 l ₹ 438.63 0.228 l ₹ 71.82 ₹ 1,860.00 ₹ 2,000.00 ₹ 4,370.45 ₹ 674.45 3 km 17.50 kmh-1 5.96 nos. 41.76 km 8.35 l ₹ 574.06 0.298 l ₹ 93.87 ₹ 1,860.00 ₹ 2,000.00 ₹ 4,527.93 ₹ 759.72 4 km 18.00 kmh-1 5.54 nos. 50.32 km 10.06 l ₹ 691.63 0.359 l ₹ 113.09 ₹ 1,860.00 ₹ 2,000.00 ₹ 4,664.72 ₹ 842.01 5 km 18.50 kmh-1 5.19 nos. 57.90 km 11.58 l ₹ 796.13 0.414 l ₹ 130.41 ₹ 1,860.00 ₹ 2,000.00 ₹ 4,786.54 ₹ 922.26 6 km 19.00 kmh-1 4.90 nos. 64.80 km 12.96 l ₹ 891.00 0.463 l ₹ 145.85 ₹ 1,860.00 ₹ 2,000.00 ₹ 4,896.85 ₹ 999.36 ₹ 77.10 7 km 19.50 kmh-1 4.66 nos. 71.24 km 14.25 l ₹ 979.69 0.509 l ₹ 160.34 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,000.03 ₹ 1,072.97 ₹ 73.61 8 km 20.00 kmh-1 4.44 nos. 77.04 km 15.41 l ₹ 1,059.44 0.550 l ₹ 173.25 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,092.69 ₹ 1,147.00 ₹ 74.03 9 km 20.50 kmh-1 4.26 nos. 82.68 km 16.54 l ₹ 1,137.13 0.591 l ₹ 186.17 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,183.30 ₹ 1,216.74 ₹ 69.74 10 km 21.00 kmh-1 4.10 nos. 88.00 km 17.60 l ₹ 1,210.00 0.629 l ₹ 198.14 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,268.14 ₹ 1,284.91 ₹ 68.17 11 km 21.50 kmh-1 3.95 nos. 92.90 km 18.58 l ₹ 1,277.38 0.664 l ₹ 209.16 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,346.54 ₹ 1,353.55 ₹ 68.64 12 km 22.00 kmh-1 3.83 nos. 97.92 km 19.58 l ₹ 1,346.13 0.699 l ₹ 220.19 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,426.32 ₹ 1,416.79 ₹ 63.24 13 km 22.50 kmh-1 3.71 nos. 102.46 km 20.49 l ₹ 1,408.69 0.732 l ₹ 230.58 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,499.27 ₹ 1,482.28 ₹ 65.49 14 km 23.00 kmh-1 3.61 nos. 107.08 km 21.42 l ₹ 1,472.63 0.765 l ₹ 240.98 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,573.61 ₹ 1,543.94 ₹ 61.66 15 km 23.50 kmh-1 3.51 nos. 111.30 km 22.26 l ₹ 1,530.38 0.795 l ₹ 250.43 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,640.81 ₹ 1,607.07 ₹ 63.13 16 km 24.00 kmh-1 3.43 nos. 115.76 km 23.15 l ₹ 1,591.56 0.827 l ₹ 260.51 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,712.07 ₹ 1,665.33 ₹ 58.26 17 km 24.50 kmh-1 3.35 nos. 119.90 km 23.98 l ₹ 1,648.63 0.856 l ₹ 269.64 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,778.27 ₹ 1,724.86 ₹ 59.53 18 km 25.00 kmh-1 3.28 nos. 124.08 km 24.82 l ₹ 1,706.38 0.886 l ₹ 279.09 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,845.47 ₹ 1,782.16 ₹ 57.30 19 km 25.50 kmh-1 3.21 nos. 127.98 km 25.60 l ₹ 1,760.00 0.914 l ₹ 287.91 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,907.91 ₹ 1,840.47 ₹ 58.31 20 km 26.00 kmh-1 3.15 nos. 132.00 km 26.40 l ₹ 1,815.00 0.943 l ₹ 297.05 ₹ 1,860.00 ₹ 2,000.00 ₹ 5,972.05 ₹ 1,895.89 ₹ 55.42

SUB HEAD : 1.0CARRIAGE OF MATERIALS

By Mechanical Transport including loading, unloading and stacking:

Average speedDistance/Lead in km

Data Sheet No 1 for Analysis of Rates

Cost of Diesel @ ` 54.27 per

Litre

Hire charges of truck

@`1750.00 per day

Nos of Trips in 8 Hours shift N=8/ [(2d/S)+1]

Average cost per

additional km after first 5,10

and 20 km

₹ 72.53

₹ 61.10

Mobil Oil

2

Total Cost=6+8+9

+10

Cost per Trip '= col. 11/col. 3

Mobil oil consumed

@ 140 km/litre

Cost of Mobil oil @ ` 250 per Litre

Cost of loading, unloading &

stacking 6 nos. Beldars for 8

hours @ `300.00 per day

Diesel consumed

@ 5 km/litre

Increase in cost per km

over previous

km

Material Name

Hire Charges of truck [without POL]

Beldar

Coolie

Mate

Diesel

SH 1_CARRIAGE.xls 1

PWD_Building_TRIPURA

Nos of km covered in 8 hrs. shift

(2Nd+6)

1 3 4 5 6 7 8 9 10 11 12 13 14

Average speedDistance/Lead in km

Cost of Diesel @ ` 54.27 per

Litre

Hire charges of truck

@`1750.00 per day

Nos of Trips in 8 Hours shift N=8/ [(2d/S)+1]

Average cost per

additional km after first 5,10

and 20 km

2

Total Cost=6+8+9

+10

Cost per Trip '= col. 11/col. 3

Mobil oil consumed

@ 140 km/litre

Cost of Mobil oil @ ` 250 per Litre

Cost of loading, unloading &

stacking 6 nos. Beldars for 8

hours @ `300.00 per day

Diesel consumed

@ 5 km/litre

Increase in cost per km

over previous

km

21 km 26.50 kmh-1 3.09 nos. 135.78 km 27.16 l ₹ 1,867.25 0.970 l ₹ 305.55 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,032.80 ₹ 1,952.36 ₹ 56.47 22 km 27.00 kmh-1 3.04 nos. 139.76 km 27.95 l ₹ 1,921.56 0.998 l ₹ 314.37 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,095.93 ₹ 2,005.24 ₹ 52.88 23 km 27.50 kmh-1 2.99 nos. 143.54 km 28.71 l ₹ 1,973.81 1.025 l ₹ 322.88 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,156.69 ₹ 2,059.09 ₹ 53.85 24 km 28.00 kmh-1 2.95 nos. 147.60 km 29.52 l ₹ 2,029.50 1.054 l ₹ 332.01 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,221.51 ₹ 2,108.99 ₹ 49.90 25 km 28.50 kmh-1 2.90 nos. 151.00 km 30.20 l ₹ 2,076.25 1.079 l ₹ 339.89 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,276.14 ₹ 2,164.19 ₹ 55.20 26 km 29.00 kmh-1 2.86 nos. 154.72 km 30.94 l ₹ 2,127.13 1.105 l ₹ 348.08 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,335.21 ₹ 2,215.11 ₹ 50.92 27 km 29.50 kmh-1 2.83 nos. 158.82 km 31.76 l ₹ 2,183.50 1.134 l ₹ 357.21 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,400.71 ₹ 2,261.73 ₹ 46.62 28 km 30.00 kmh-1 2.79 nos. 162.24 km 32.45 l ₹ 2,230.94 1.159 l ₹ 365.09 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,456.03 ₹ 2,313.99 ₹ 52.26 29 km 30.50 kmh-1 2.76 nos. 166.08 km 33.22 l ₹ 2,283.88 1.186 l ₹ 373.59 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,517.47 ₹ 2,361.40 ₹ 47.41 30 km 31.00 kmh-1 2.73 nos. 169.80 km 33.96 l ₹ 2,334.75 1.213 l ₹ 382.10 ₹ 1,860.00 ₹ 2,000.00 ₹ 6,576.85 ₹ 2,409.10 ₹ 47.70

Notes

1. Number of trips in working day of 8 hours N= 8 /[(2d /s+1)] where d= Distance/Lead in km., S= Average speed in kmh-1, 1 hour is allowed for loading /unloading.

4. In column 4 of ‘km covered in 8 hours’ an allowance of 6.0 km has been made for movement of truck from parking place to duty & back.

2. Consumption of diesel taken at 5 km per litre

3. Consumption of mobile oil taken at 140 km per litre.

5 (i) Cost of disel @ (01001) per litre

(ii ) Cost of moble oil @ (01002) per litre

₹ 51.32

(iii) Hire charges of truck @ (0116) for a day of 8 hours.

SH 1_CARRIAGE.xls 2

PWD_Building_Tripura

1 km 2 km 3 km 4 km 5 km

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

9 tonnes 7.65 cum

7.65 cum 0%

9 tonnes 5.40 cum

6.75 cum -20%

9 tonnes 6.90 cum

7.50 cum -8%

9 tonnes 2.17 cum

4.33 cum -50%

9 tonnes 7.00 cum

7.00 cum 0%

9 tonnes 6.25 cum

6.25 cum 0%

9 tonnes 5.78 cum

6.25 cum -7.5%

9 tonnes 4.17 cum

4.90 cum -15.0%

9 tonnes 3000 nos.

3000 nos.

9 tonnes 5000 nos.

5000 nos.

1.1.11

Cement, stone blocks, G.I.. C.I., A.C., & C.C.pipes below 100 mm dia. and other heavy materials

9 tonnes 9 tonnes tonne 15% ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

1.1.12 Steel 9 tonnes 9 tonnes tonne 15% ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56 9 tonnes 12.38 cum

12.38 cum

1.1.14 Tar bitumen 9 tonnes 9 tonnes tonne 15% ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

9 tonnes 80.00 qtls

80.00 qtls

1.1.16 Steam coal 9 tonnes 9 tonnes tonne 15% ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

cum

₹ 179.32 ₹ 196.41

1.0 Carriage of Materials

1.1 By Mechanical Transport

Cost per Trip as per Col. 12 of Data sheet

Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km

Carrying capacity of Truck per

Trip

Net Qty Payable

Sl.No

Net Qty Payable of

after deduction for

voids

₹ 15.45 ₹ 13.01 ₹ 10.93

Unit of rates

₹ 138.64 ₹ 10.90 ₹ 9.18 ₹ 7.71

C.P. & Over-heads @15%

SUB HEAD : 1.0

CARRIAGE OF MATERIALS

cum

As per Col. 14 of Data Sheet

15% ₹ 88.44 ₹ 101.39 ₹ 114.21 ₹ 126.58

Materials

1.1.1Lime, moorum, building rubbish

Cost per Trip per unit

1.1.2 Earth cum 15% ₹ 125.29 ₹ 143.63 ₹ 161.79

1.1.3 Manure or sludge cum ₹ 98.06 15% ₹ 112.41 ₹ 126.62 ₹ 140.34 ₹ 153.71 ₹ 12.09 ₹ 10.18 ₹ 8.55

₹ 311.79 ₹ 357.43 ₹ 402.62 ₹ 446.23 ₹ 488.76 ₹ 38.44 ₹ 32.38 ₹ 27.20

₹ 96.66 ₹ 110.80 ₹ 124.81 ₹ 138.33 ₹ 151.51 ₹ 11.92 ₹ 10.04 ₹ 8.43

₹ 108.25 ₹ 124.10 ₹ 139.79 ₹ 154.93 ₹ 169.70 ₹ 13.35 ₹ 11.24 ₹ 9.44

₹ 117.06 ₹ 134.19 ₹ 151.16 ₹ 167.53 ₹ 183.49 ₹ 14.43 ₹ 12.16 ₹ 10.21

₹ 162.25 ₹ 186.00 ₹ 209.52 ₹ 232.21 ₹ 254.34 ₹ 20.00 ₹ 16.85 ₹ 14.15

1.1.4 Excavated rock cum 15%

1.1.5 Sand cum 15%

1.1.6Stone aggregate below 40 mm nominal size

cum 15%

1.1.7Stone aggregate 40 mm nominal size and above

cum 15%

1.1.8 Soling stone cum 15%

1.1.9 Bricks1000 Nos.

15%

1.1.10 Brick Tiles1000 Nos.

15%

₹ 225.53 ₹ 258.54

₹ 135.32 ₹ 155.12

₹ 291.23 ₹ 322.77 ₹ 353.53 ₹ 27.80 ₹ 23.42 ₹ 19.67

₹ 174.74 ₹ 193.66 ₹ 212.12 ₹ 16.68 ₹ 14.05 ₹ 11.80

15% ₹ 54.65 ₹ 62.65 ₹ 70.57 ₹ 78.22 ₹ 85.67 ₹ 6.74 ₹ 5.68 ₹ 4.77 1.1.13 Timber

qtl 15% ₹ 8.46 ₹ 9.70 ₹ 10.92 ₹ 12.10 ₹ 13.26 ₹ 1.04 ₹ 0.88 ₹ 0.74 1.1.15 Solvent

Net Qty Payable Remarks

SH 1_CARRIAGE.xls 3



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15


Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km


Trip

Net Qty Payable

Sl.No

Net Qty Payable of

after deduction for

voids

Unit of rates

C.P. & Over-heads @15% As per Col. 14 of Data Sheet

Materials



1.1.17 S.W. pipe

100 mm dia 9 tonnes 585.00 m[600 mm length of weight 14kg/m]

975 pipes


500 pipes


300 pipes


210 pipes


175 pipes


140 pipes


100 pipes


70 pipes


55 pipes


50 pipes


42 pipes

100 m

100 m

100 m

₹ 115.66 ₹ 132.58 ₹ 149.35 ₹ 165.52 ₹ 181.30 ₹ 14.26 ₹ 12.01 ₹ 10.09 15%

100 m 15%

100 m 15%

₹ 258.54 ₹ 291.23 ₹ 322.77

15%

15%

100 m 15%

100 m 15%

100 m

100 m

15%

100 m 15%

₹ 225.53

₹ 644.37

₹ 1,610.93

₹ 2,684.88

15%

100 m 15%

₹ 353.53 ₹ 27.80 ₹ 23.42 ₹ 19.67

₹ 375.88 ₹ 430.90 ₹ 485.38 ₹ 537.95 ₹ 589.22 ₹ 46.34 ₹ 32.79

₹ 536.98 ₹ 615.57 ₹ 693.40 ₹ 768.50 ₹ 841.75 ₹ 66.20 ₹ 55.76 ₹ 46.84

₹ 832.07 ₹ 922.20 ₹ 1,010.09 ₹ 79.44 ₹ 66.92

₹ 39.03

₹ 56.21

₹ 805.47 ₹ 923.35 ₹ 1,040.09 ₹ 1,152.75 ₹ 1,262.62 ₹ 99.30 ₹ 83.65 ₹ 70.26

₹ 738.68

₹ 1,127.65 ₹ 1,292.70 ₹ 1,456.13 ₹ 1,613.85 ₹ 1,767.67 ₹ 139.02 ₹ 117.10 ₹ 98.37

₹ 1,846.71 ₹ 2,080.19 ₹ 2,305.50 ₹ 2,525.24

₹ 2,647.51 ₹ 2,934.28 ₹ 3,213.94 ₹ 252.76

₹ 196.73

₹ 198.59 ₹ 167.29 ₹ 140.52

₹ 212.92

₹ 234.20 ₹ 3,077.85 ₹ 3,466.98 ₹ 3,842.51 ₹ 4,208.73

₹ 178.85

₹ 2,255.30 ₹ 2,585.39 ₹ 2,912.26

1.1.16.3

1.1.16.4

₹ 330.99 ₹ 278.82

₹ 3,227.71 ₹ 3,535.33 ₹ 278.03 ₹ 234.21

₹ 2,050.28 ₹ 2,350.36 1.1.16.9

1.1.16.10

1.1.16.11

1.1.16.5

1.1.16.6

1.1.16.7

1.1.16.8

1.1.16.1

1.1.16.2

SH 1_CARRIAGE.xls 4



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15


Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km


Trip

Net Qty Payable

Sl.No

Net Qty Payable of

after deduction for

voids

Unit of rates

C.P. & Over-heads @15% As per Col. 14 of Data Sheet

Materials



1.1.17

R.C.C. pipes, A.C. pipes,steel cylinder, R.C. pipes,C.I. pipes, C.I. pipes and unreinforced cement pipes

100 mm dia 9 tonnes 366.00 m

[3.66 m long] 100 pipes















450 mm & 500 mm dia 9 tonnes 32.94 m


600, 700, 750 & 800 mm 9 tonnes 21.96 m




1000, 1100 & 1200 mm dia 9 tonnes 10.98 m


15%100 m ₹ 184.86 ₹ 211.92 ₹ 238.71 ₹ 264.57 ₹ 289.78 ₹ 22.79 ₹ 19.20 ₹ 16.13

100 m 15% ₹ 246.48 ₹ 282.56 ₹ 318.28 ₹ 352.75 ₹ 386.37 ₹ 30.39 ₹ 25.60 ₹ 21.50

100 m 15% ₹ 308.10 ₹ 353.20 ₹ 397.85 ₹ 440.94 ₹ 482.97 ₹ 37.98 ₹ 32.00 ₹ 26.88

100 m 15% ₹ 499.62 ₹ 572.75 ₹ 645.16 ₹ 715.04 ₹ 783.19 ₹ 61.59 ₹ 51.89 ₹ 43.58

100 m 15% ₹ 711.00 ₹ 815.07 ₹ 918.11 ₹ 1,017.56 ₹ 1,114.54 ₹ 87.65 ₹ 73.84 ₹ 62.02

100 m 15% ₹ 880.29 ₹ 1,009.13 ₹ 1,136.71 ₹ 1,259.84 ₹ 1,379.91 ₹ 108.52 ₹ 76.79

100 m 15% ₹ 1,232.41 ₹ 1,412.78 ₹ 1,591.40 ₹ 1,763.77 ₹ 1,931.87 ₹ 151.93 ₹ 107.50

₹ 2,354.64 ₹ 2,652.33 ₹ 2,939.62 ₹ 3,219.79

100 m 15% ₹ 1,680.55 ₹ 1,926.52 ₹ 2,170.09 ₹ 2,405.15

100 m 15% ₹ 3,081.02 ₹ 3,531.96 ₹ 268.76

₹ 2,634.37 ₹ 207.18 ₹ 146.60

100 m 15%

₹ 4,621.52 ₹ 5,297.93 ₹ 5,967.75 ₹ 6,614.15

₹ 253.22 ₹ 179.17

₹ 4,409.43 ₹ 4,829.69 ₹ 379.82

₹ 2,054.01

₹ 403.14

100 m 15% ₹ 6,162.03 ₹ 7,063.91 ₹ 7,956.99 ₹ 8,818.87 ₹ 9,659.37

100 m 15%

₹ 319.96

₹ 213.31

₹ 174.52

₹ 127.98

₹ 91.42

₹ 7,244.53 ₹ 569.74

1.1.17.9

1.1.17.10

₹ 759.65

1.1.17.6

1.1.17.7

1.1.17.8

₹ 479.94 1.1.17.11

1.1.17.12 ₹ 639.92 ₹ 537.52

1.1.17.1

₹ 3,978.50

1.1.17.2

1.1.17.3

1.1.17.4

1.1.17.5

SH 1_CARRIAGE.xls 5


Code Name Unit Rate

0203 Beldar Day ₹ 310.00 0212 Coolie Day ₹ 310.00

35 cum

28 cum

15000 nos

24000 nos

30 tonnes

NOTE :

For First 50 m

For every further lead of 50 m or part thereof

beyond first 50 m upto a distance of 500 m

For lead up to 50 m

For every further lead of 50 m upto a lead of 0.5 km

` x ` y ` x+20%/qty. ` y+20%/qty.1 2 3 4 5 6 7 8 9 10 11

1.2.1 Lime, mooram building rubbish 35.00 cum 35.00 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 81.52 ₹ 17.75

1.2.2 Earth 35.00 cum 28.00 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 101.90 ₹ 22.19

1.2.3 Manure or sludge 35.00 cum 32.20 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 88.61 ₹ 19.29

1.2.4 Excavated rock 35.00 cum 17.50 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 163.04 ₹ 35.50

1.2.5Sand, brick/stone aggregate below 40 mm nominal size

28.00 cum 28.00 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 101.90 ₹ 22.19

1.2.6Brick/ Stone aggregate 40 mm nominal size and above

28.00 cum 25.90 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 110.16 ₹ 23.99

1.2.7 Soling stone 28.00 cum 23.80 cum cum ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 119.88 ₹ 26.10

1.2.8 Bricks 15000 nos. 15000 nos. 1000 nos. ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 190.22 ₹ 41.42

1.2.9Brick Tiles, Allahabad roofing tiles (Flat or round)

24000 nos. 24000 nos. 1000 nos. ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 118.89 ₹ 25.89

1.2.10 Steam coal 30 tonnes 30 tonnes tonnes ₹ 2,377.70 ₹ 517.70 ₹ 2,853.24 ₹ 621.24 ₹ 95.11 ₹ 20.71


1.2 By Manual Labour including loading, unloading and stacking for lead less than 0.5 KM

2. Sand, ballast and boulders

Cost of carriage including loading and unloading

Sl. No. Materials

Carrying Capacity of labour for 8 hours shift

Qty. to be paid after

deduction for voids

Unit

Cost including 5% for stacking the materials conveyed in 8 hours

shift plus 15% towards contractor's profit and overheads

Data Sheet for Analysis of Rates

As per actual observation on different projects the following quantity of building materials up to a first lead of 50 m will be carried in 8 hours shift by 7.67 labourers either beldar or coolie. However labour required for stacking would be extra.

Cost per cum/ tonne/ Nos.

` x+20% ` y+20%

3. Bricks

4. Brick Tiles, Roofing tiles (Flat or round)

5. Steam coal

It was further observed that for carrying the above materials to every further lead of 50 m or part thereof upto a distance of 0.5 km in the shift of 8 hours, additional 1.67 Nos. of extra coolie (Female coolie) will be required.

1. Lime, mooram, earth, building rubbish etc.

SH 1_CARRIAGE.xls 6


Code Name Unit Rate

0203 Beldar Day ₹ 310.00 0212 Coolie Day ₹ 310.00

46 tonnes

57.99 tonnes

27 tonnes

42 cum

46 tonnes

2298.00 m

1398.00 m

999.00 m

780.00 m

600.00 m

420.00 m

300.00 m

240.00 m

198.00 m

162.00 m

132.00 m

1702.00 m1391.00 m1208.00 m805.00 m458.00 m366.00 m256.00 m220.00 m165.00 m50.00 m

10064.00 m3660.00 m2562.00 m1830.00 m8.4. 150 mm dia

7.7. 350 mm dia7.8. 400 mm dia7.9. 450 mm dia & 500 mm dia7.10. 600, 700, 750 & 800 mm dia 8. Asbestors cement pipes8.1. 50 mm dia8.2. 80 mm dia8.3. 100 mm dia

7.6. 300 mm dia

6.4. 230 mm dia

6.5. 250 mm dia

6.6. 300 mm dia

6.7. 350 mm dia

6.8. 400 mm dia

6.9. 450 mm dia

6.10. 500 mm dia

6.11. 600 mm dia

7.2. 125 mm dia7.3. 150 mm dia7.4. 200 mm dia7.5. 250 mm dia

4. Timber

5. Tar bitumen etc

7. R.C.C. pipes, steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes

7.1. 100 mm dia

6. S.W. pipe

6.1. 100 mm dia

6.2. 150 mm dia

6.3. 200 mm dia

2. Cement

3. Steel


1.3 By Manual Labour including loading, unloading and stacking for lead less than 0.5 KM

Data Sheet for Analysis of Rates

Normal carrying capacity of the selected building materials up to a first lead of 50 m will be carried in 8 hours shift by 9.2 Nos. labourers either beldar or coolie. However labour required for stacking would be extra.

1. Stone blocks, G.I., C.I.pipes below 100 mm dia and other heavy materials

SH 1_CARRIAGE.xls 7


NOTE :

For First 50 m

For every further lead of 50 m or part thereof

beyond first 50 m upto a distance of 500 m

For lead up to 50 m

For every further lead of 50 m upto a lead of 0.5 km

` x ` y ` x+20%/qty. ` y+20%/qty.1 4 5 6 7 8 9 10 11

1.3.1 46 tonnes tonne ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 74.40 ₹ 10.92

1.3.2 57.99 tonnes tonne ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 59.02 ₹ 8.66

1.3.3 27 tonnes tonne ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 126.76 ₹ 18.60

1.3.4 42.00 cum cum ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 81.49 ₹ 11.96

1.3.5 46 tonnes tonne ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 74.40 ₹ 10.92

1.3.6

1.3.6.1 2298.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 148.93 ₹ 21.85

1.3.6.2 1398.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 244.81 ₹ 35.92

1.3.6.3 999.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 342.58 ₹ 50.27

1.3.6.4 780.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 438.77 ₹ 64.38

1.3.6.5 600.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 570.40 ₹ 83.70

1.3.6.6 420.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 814.86 ₹ 119.57

1.3.6.7 300.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 1,140.80 ₹ 167.40

1.3.6.8 240.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 1,426.00 ₹ 209.25

1.3.6.9 198.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 1,728.48 ₹ 253.64

1.3.6.10 162.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 2,112.59 ₹ 310.00

1.3.6.11 132.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 2,592.73 ₹ 380.45

1.3.7

1.3.7.1 1702.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 201.08 ₹ 29.51

1.3.7.2 1391.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 246.04 ₹ 36.10

1.3.7.3 1208.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 283.31 ₹ 41.57

1.3.7.4 805.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 425.14 ₹ 62.39

1.3.7.5 458.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 747.25 ₹ 109.65

It was further observed that for carrying the above materials to every further lead of 50 m or part thereof upto a distance of 0.5 km in the shift of 8 hours, additional 1.35 Nos. of extra Beldar/coolie will be required.

Sl. No.

Carrying Capacity of labour for 8 hours shift

Unit

Cost of carriage including loading and unloading

Cost including 5% for stacking the materials conveyed in 8 hours

shift plus 15% towards contractor's profit and overheads

Cost per cum/ tonne/ 100m

` x+20% ` y+20%

Materials

Stone blocks, G.I., C.I.pipes below 100 mm dia and other heavy materials

Cement

2

Steel

Timber

Tar bitumen etc

S.W. pipes 600 mm long

100 mm dia

150 mm dia

200 mm dia

230 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

450 mm dia

500 mm dia

600 mm dia

R.C.C. pipes, steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 3.66 m long

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

SH 1_CARRIAGE.xls 8


1.3.7.6 366.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 935.08 ₹ 137.21

1.3.7.7 256.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 1,336.88 ₹ 196.17

1.3.7.8 220.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 1,555.64 ₹ 228.27

1.3.8

1.3.8.1 165.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 2,074.18 ₹ 304.36

1.3.8.2 50.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 6,844.80 ₹ 1,004.40

1.3.9

1.3.9.1 10064.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 34.01 ₹ 4.99

1.3.9.2 3660.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 93.51 ₹ 13.72

1.3.9.3 2562.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 133.58 ₹ 19.60

1.3.9.4 1830.00 m 100.00 m ₹ 2,852.00 ₹ 418.50 ₹ 3,422.40 ₹ 502.20 ₹ 187.02 ₹ 27.44

300 mm dia

350 mm dia

400 mm dia

450 mm dia & 500 mm dia

80 mm dia

100 mm dia

150 mm dia

600, 700, 750 & 800 mm dia

Asbestors cement pipes 2.0 m long


50 mm dia

SH 1_CARRIAGE.xls 9

SUB HEAD: CARRIAGE OF MATERIALS


1 2 3 4 5 6 7 8 9 10 11 12

1.1.11

Cement, stone blocks, G.I.. C.I., A.C., & C.C.pipes below 100 mm dia. and other heavy materials

tonne ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

1.1.12 Steel tonne ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

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RemarksNet Qty Payable

₹ 212.12 ₹ 16.68 ₹ 14.05 ₹ 11.80 ₹ 135.32 ₹ 155.12 ₹ 174.74 ₹ 193.66

₹ 353.53 ₹ 27.80 ₹ 23.42 ₹ 19.67 ₹ 225.53 ₹ 258.54 ₹ 291.23 ₹ 322.77

1.1.10 Brick Tiles1000 Nos.

1.1.9 Bricks1000 Nos.

1.1.8 Soling stone cum

1.1.7Stone aggregate 40 mm nominal size and above

cum

1.1.6Stone aggregate below 40 mm nominal size

cum

1.1.5 Sand cum

1.1.4 Excavated rock cum

₹ 254.34 ₹ 20.00

₹ 183.49 ₹ 14.43

₹ 169.70 ₹ 13.35

₹ 16.85 ₹ 14.15 ₹ 162.25 ₹ 186.00 ₹ 209.52 ₹ 232.21

₹ 12.16 ₹ 10.21 ₹ 117.06 ₹ 134.19 ₹ 151.16 ₹ 167.53

₹ 11.24 ₹ 9.44 ₹ 108.25 ₹ 124.10 ₹ 139.79 ₹ 154.93

₹ 10.04 ₹ 8.43 ₹ 96.66 ₹ 110.80 ₹ 124.81 ₹ 138.33

₹ 8.55

₹ 311.79 ₹ 357.43 ₹ 402.62 ₹ 446.23 ₹ 488.76 ₹ 38.44 ₹ 32.38 ₹ 27.20

₹ 140.34 ₹ 10.18 1.1.3 Manure or sludge cum ₹ 98.06

SUB HEAD : 1.0 / CARRIAGE OF MATERIALSNote: These rates are inclusive of Contractor's profit and over heads but exclusive of GST

cum ₹ 114.21 ₹ 10.90

Rate including 15% CP & OH

1.1 Carriage of materials by Mechanical Transport including loading, unloading and stacking

1.1.2 Earth cum ₹ 125.29

1.1.1

₹ 196.41

₹ 138.64

₹ 15.45

₹ 126.58

₹ 153.71 ₹ 12.09

₹ 151.51

₹ 101.39

₹ 11.92

Unit of rates

Sl.No

₹ 112.41 ₹ 126.62

₹ 13.01 ₹ 10.93

₹ 9.18 ₹ 7.71 ₹ 88.44

₹ 161.79 ₹ 143.63 ₹ 179.32

Materials

Net Qty Payable

Lime, moorum, building rubbish

Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km

D:\SoR 2020_PWD_Tripura_1\Mechanical Carriage SH:01-Page: 2



1 2 3 4 5 6 7 8 9 10 11 12



Unit of rates

Sl.No Materials

Net Qty Payable

Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km

1.1.14 Tar bitumen tonne ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

1.1.16 Steam coal tonne ₹ 75.18 ₹ 86.18 ₹ 97.08 ₹ 107.59 ₹ 117.84 ₹ 9.27 ₹ 7.81 ₹ 6.56

1.1.17 S.W. pipe

100 mm dia

[600 mm length of weight 14kg/m]

150 mm dia


200 mm dia


230 mm dia


250 mm dia


300 mm dia


350 mm dia


1.1.16.5

1.1.16.6

1.1.16.7

1.1.16.1

1.1.16.2

1.1.16.3

1.1.16.4

₹ 70.26

₹ 1,127.65 ₹ 1,292.70 ₹ 1,456.13 ₹ 1,613.85 ₹ 1,767.67 ₹ 139.02 ₹ 117.10 ₹ 98.37

₹ 79.44 ₹ 66.92 ₹ 56.21

₹ 83.65 ₹ 805.47 ₹ 923.35 ₹ 1,040.09 ₹ 1,152.75 ₹ 1,262.62 ₹ 99.30

₹ 738.68 ₹ 832.07 ₹ 922.20 ₹ 1,010.09

₹ 32.79

₹ 536.98 ₹ 615.57 ₹ 693.40 ₹ 768.50 ₹ 841.75 ₹ 66.20 ₹ 55.76 ₹ 46.84

₹ 27.80 ₹ 23.42 ₹ 19.67

₹ 39.03 ₹ 375.88 ₹ 430.90 ₹ 485.38 ₹ 537.95 ₹ 589.22 ₹ 46.34

₹ 258.54 ₹ 291.23 ₹ 322.77 ₹ 353.53 ₹ 225.53

₹ 644.37 100 m

100 m

100 m

100 m

100 m

100 m

100 m ₹ 12.01 ₹ 10.09 ₹ 115.66 ₹ 132.58 ₹ 149.35 ₹ 165.52

qtl ₹ 12.10 ₹ 13.26

₹ 181.30 ₹ 14.26

₹ 1.04 ₹ 8.46 ₹ 0.88

₹ 6.74 ₹ 5.68

₹ 0.74 1.1.15 Solvent

₹ 4.77 1.1.13 Timber ₹ 62.65 ₹ 70.57 ₹ 78.22 ₹ 85.67 ₹ 54.65 cum

₹ 9.70 ₹ 10.92




1 2 3 4 5 6 7 8 9 10 11 12



Unit of rates

Sl.No Materials

Net Qty Payable

Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km

400 mm dia


450 mm dia[600 mm length of weight 160kg/m]500 mm dia[600 mm length of weight 180kg/m]600 mm dia


1.1.17

R.C.C. pipes, A.C. pipes,steel cylinder, R.C. pipes,C.I. pipes, C.I. pipes and unreinforced cement pipes100 mm dia

[3.66 m long]

125 mm dia

[3.66 m long]

150 mm dia

[3.66 m long]

200 mm dia

[3.66 m long]

250 mm dia

[3.66 m long]

300 mm dia

[3.66 m long]

1.1.17.1

1.1.17.2

1.1.17.3

1.1.17.4

1.1.17.5

1.1.17.6 ₹ 91.42 ₹ 76.79

₹ 73.84 ₹ 62.02

100 m ₹ 880.29 ₹ 1,009.13 ₹ 1,136.71 ₹ 1,259.84 ₹ 1,379.91 ₹ 108.52

₹ 51.89 ₹ 43.58

100 m ₹ 711.00 ₹ 815.07 ₹ 918.11 ₹ 1,017.56 ₹ 1,114.54 ₹ 87.65

₹ 32.00 ₹ 26.88

100 m ₹ 499.62 ₹ 572.75 ₹ 645.16 ₹ 715.04 ₹ 783.19 ₹ 61.59

₹ 25.60 ₹ 21.50

100 m ₹ 308.10 ₹ 353.20 ₹ 397.85 ₹ 440.94 ₹ 482.97 ₹ 37.98

₹ 318.28 ₹ 352.75 ₹ 386.37 ₹ 30.39 100 m ₹ 246.48 ₹ 282.56

₹ 289.78 ₹ 22.79 ₹ 19.20 ₹ 16.13 ₹ 184.86 ₹ 211.92 ₹ 238.71 ₹ 264.57

1.1.16.9

1.1.16.10

1.1.16.11

1.1.16.8

₹ 330.99 ₹ 278.82

₹ 3,227.71 ₹ 3,535.33 ₹ 278.03 ₹ 234.21

₹ 2,050.28 ₹ 2,350.36

₹ 234.20 ₹ 3,077.85 ₹ 3,466.98 ₹ 3,842.51 ₹ 4,208.73

₹ 178.85

₹ 2,255.30 ₹ 2,585.39 ₹ 2,912.26 ₹ 196.73

₹ 198.59 ₹ 167.29 ₹ 140.52

₹ 212.92 ₹ 2,647.51 ₹ 2,934.28 ₹ 3,213.94 ₹ 252.76

₹ 1,846.71 ₹ 2,080.19 ₹ 2,305.50 ₹ 2,525.24

100 m

₹ 1,610.93

₹ 2,684.88

100 m

100 m

100 m

100 m




1 2 3 4 5 6 7 8 9 10 11 12



Unit of rates

Sl.No Materials

Net Qty Payable

Beyond 5 km upto 10

km per km

Beyond 10 km upto

20km per km

Beyond 20 km per

addl. Km

350 mm dia

[3.66 m long]

400 mm dia

[3.66 m long]

450 mm & 500 mm dia

[3.66 m long]600, 700, 750 & 800 mm dia[3.66 m long]

900 mm dia

[3.66 m long]

1000, 1100 & 1200 mm dia

[3.66 m long]

1.1.17.9

1.1.17.10

1.1.17.11

1.1.17.12 ₹ 639.92 ₹ 537.52

1.1.17.7

1.1.17.8

₹ 479.94

₹ 319.96

₹ 213.31

₹ 174.52

₹ 127.98

₹ 759.65 100 m ₹ 6,162.03 ₹ 7,063.91 ₹ 7,956.99 ₹ 8,818.87 ₹ 9,659.37

₹ 268.76

100 m ₹ 4,621.52 ₹ 5,297.93 ₹ 5,967.75 ₹ 6,614.15 ₹ 7,244.53 ₹ 569.74 ₹ 403.14

₹ 379.82 100 m ₹ 3,081.02 ₹ 3,531.96 ₹ 3,978.50 ₹ 4,409.43 ₹ 4,829.69

₹ 146.60

100 m ₹ 2,054.01 ₹ 2,354.64 ₹ 2,652.33 ₹ 2,939.62 ₹ 3,219.79 ₹ 253.22 ₹ 179.17

₹ 2,170.09 ₹ 2,405.15 ₹ 2,634.37 ₹ 207.18 100 m ₹ 1,680.55 ₹ 1,926.52

100 m ₹ 1,232.41 ₹ 1,412.78 ₹ 1,591.40 ₹ 1,763.77 ₹ 1,931.87 ₹ 151.93 ₹ 107.50


SUB HEAD : CARRIAGE OF MATERIALS

For lead up to 50 m

For every further lead of

50 m upto a lead of 0.5 km

1 2 3 4 5 6

1.2.1 Lime, mooram building rubbish cum ₹ 81.52 ₹ 17.75

1.2.2 Earth cum ₹ 101.90 ₹ 22.19

1.2.3 Manure or sludge cum ₹ 88.61 ₹ 19.29

1.2.4 Excavated rock cum ₹ 163.04 ₹ 35.50

1.2.5Sand, brick/stone aggregate below 40 mm nominal size

cum ₹ 101.90 ₹ 22.19

1.2.6Brick/ Stone aggregate 40 mm nominal size and above

cum ₹ 110.16 ₹ 23.99

1.2.7 Soling stone cum ₹ 119.88 ₹ 26.10

1.2.8 Bricks 1000 nos. ₹ 190.22 ₹ 41.42

1.2.9Brick Tiles, Allahabad roofing tiles (Flat or round)

1000 nos. ₹ 118.89 ₹ 25.89

1.2.10 Steam coal tonnes ₹ 95.11 ₹ 20.71

1.2.11 tonne ₹ 74.40 ₹ 10.92

1.2.12 tonne ₹ 59.02 ₹ 8.66

1.2.13 tonne ₹ 126.76 ₹ 18.60

1.2.14 cum ₹ 81.49 ₹ 11.96

1.2.15 tonne ₹ 74.40 ₹ 10.92

1.2.16

1.2.17.1 100.00 m ₹ 148.93 ₹ 21.85

1.2.17.2 100.00 m ₹ 244.81 ₹ 35.92

1.2.17.3 100.00 m ₹ 342.58 ₹ 50.27

1.2.17.4 100.00 m ₹ 438.77 ₹ 64.38

1.2.17.5 100.00 m ₹ 570.40 ₹ 83.70

1.2.17.6 100.00 m ₹ 814.86 ₹ 119.57

1.2.17.7 100.00 m ₹ 1,140.80 ₹ 167.40

1.2.17.8 100.00 m ₹ 1,426.00 ₹ 209.25

1.2.17.9 100.00 m ₹ 1,728.48 ₹ 253.64

1.2.17.10 100.00 m ₹ 2,112.59 ₹ 310.00

1.2.17.11 100.00 m ₹ 2,592.73 ₹ 380.45

1.2 Carriage of materials by Manual Labour including loading, unloading and stacking for lead less than 0.5 KM


Th

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S.W

. Pip

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Remarks

500 mm dia

600 mm dia

300 mm dia

350 mm dia

400 mm dia

450 mm dia

150 mm dia

200 mm dia

230 mm dia

250 mm dia

Timber

Tar bitumen etc

S.W. pipes

100 mm dia

Stone blocks, G.I., C.I.pipes below 100 mm dia and other heavy materials

Cement

Steel

Cost per cum/ tonne/ Nos./ 100m

Sl. No. Materials Unit

Note:- These rates are inclusive of Contractor's profit and over heads but exclusive of GST

D:\SoR 2020_PWD_Tripura_1\ SH:01-Page:6

SUB HEAD : CARRIAGE OF MATERIALS

For lead up to 50 m

For every further lead of

50 m upto a lead of 0.5 km

1 2 3 4 5 6

Remarks

Cost per cum/ tonne/ Nos./ 100m

Sl. No. Materials Unit

1.2.18

1.2.18.1 100.00 m ₹ 201.08 ₹ 29.51

1.2.18.2 100.00 m ₹ 246.04 ₹ 36.10

1.2.18.3 100.00 m ₹ 283.31 ₹ 41.57

1.2.18.4 100.00 m ₹ 425.14 ₹ 62.39

1.2.18.5 100.00 m ₹ 747.25 ₹ 109.65

1.2.18.6 100.00 m ₹ 935.08 ₹ 137.21

1.2.18.7 100.00 m ₹ 1,336.88 ₹ 196.17

1.2.18.8 100.00 m ₹ 1,555.64 ₹ 228.27

1.2.19

1.2.19.1 100.00 m ₹ 2,074.18 ₹ 304.36

1.2.19.2 100.00 m ₹ 6,844.80 ₹ 1,004.40

1.2.20

1.2.20.1 100.00 m ₹ 34.01 ₹ 4.99

1.2.20.2 100.00 m ₹ 93.51 ₹ 13.72

1.2.20.3 100.00 m ₹ 133.58 ₹ 19.60

1.2.20.4 100.00 m ₹ 187.02 ₹ 27.44 T

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.C.C

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350 mm dia

400 mm dia

450 mm dia & 500 mm dia

125 mm dia

80 mm dia

100 mm dia

150 mm dia

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cket

s.

600, 700, 750 & 800 mm dia

Asbestors cement pipes 2.0 m long


50 mm dia

300 mm dia

150 mm dia

200 mm dia

250 mm dia


100 mm dia

D:\SoR 2020_PWD_Tripura_1\ SH:01-Page:7

SH:02/EARTH WORK

2.1

Code Discription Unit Quantity Rate Amount

Details of cost for 100 sqm areaLABOUR:

0203 Beldar (M) Day 1.08 ₹ 310.00 ₹ 334.80 0212 Coolie (F) Day 0.60 ₹ 310.00 ₹ 186.00

₹ 520.80 Add Water charge @ 1% ₹ 5.21

₹ 526.01 Add GST (multiplying factor) 0.1405 ₹ 73.90

₹ 599.91

Add for contractor’s profit and overheads @ 15% ₹ 89.99

₹ 689.90 Add cess @ 1% ₹ 6.90 Cost of clearing jungle for 100 sqm area ₹ 696.80 Cost per sqm ₹ 6.97 Rate per sqm Say ₹ 7.00

2.2




₹ 263.50 Add for Water charge @ 1.0% ₹ 2.64


₹ 306.17 Add for contractor’s profit and overheads @ 15% ₹ 45.93

₹ 352.10 Add cess @ 1% ₹ 3.52 Cost of clearing grass for 100 sqm area ₹ 355.62 Cost per sqm ₹ 3.56 Rate per sqm Say ₹ 3.60

2.3

2.3.1


Details of cost for cutting tree of average girth 47cm, height 3.0mQuantity of wood to be cut in trunk of 15 cm

average dia = 1/4(Лx0.152)x3.0 = 0.053cumAdd for branches 20% = 0.011 cumTotal = 0.064 cum

SUB HEAD : 2.0EARTH WORK

Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery ofthe area cleared.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplingsof girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbishupto a distance of 50 m outside the periphery of the area cleared.

PREPARATORY WORK

Felling trees of the girth (measured at a height of 1 m above ground level) including cuttingof trunks and branches removing the roots and stacking of serviceable material and disposalof unserviceable material.

Beyond 30 cm girth upto and including 60 cm girth

D:\SoR 2020_PWD_Tripura\Analysis 2

SH:02/EARTH WORK

LABOUR:

For cutting the trees, removing the roots, filling the depressions pits and stacking/disposal of the surplus materials


₹ 155.00 Add for Sundries and contingencies @ 3.0% ₹ 4.65

₹ 159.65 Add for Water charges @ 1.0% ₹ 1.60



₹ 211.50 Add cess @ 1% ₹ 2.12 Cost of cutting tree upto 3.0m height and girth beyond 30 cm girth upto and including 60 cm girth of 0.064 cum

₹ 213.62

Rate per No. Say ₹ 213.60

2.3.2


Details of cost for cutting tree of average girth 94.25cm, height 5.0mQuantity of wood to be cut in trunk of 30 cm

average dia = 1/4(Лx0.302)x5.0 = 0.35cumAdd for branches 20% = 0.07 cumTotal = 0.42 cum

LABOUR:




₹ 718.43 Add for Water charges @ 1.0% ₹ 7.18



₹ 951.69 Add cess @ 1% ₹ 9.52 Cost of cutting tree upto 5.0m height and girth beyond 60 cm girth upto and including 120 cm girth of 0.42 cum

₹ 961.21

Rate per No. Say ₹ 961.20

2.3.3





SH:02/EARTH WORK

Details of cost for cutting tree of average girth 188.5cm, height 7.0mQuantity of wood to be cut in trunk of 60 cm average dia = 1/4(Лx0.602)x7.0 = 1.98cumAdd for branches 20% = 0.40 cumTotal = 2.38 cum

LABOUR:


0203 Beldar (M) Day 7.00 ₹ 310.00 ₹ 2,170.00 0212 Coolie (F) Day 3.50 ₹ 310.00 ₹ 1,085.00

₹ 3,255.00 Add for Sundries and contingencies @ 3.0% ₹ 97.65

₹ 3,352.65 Add for Water charges @ 1.0% ₹ 33.53

₹ 3,386.18 Add GST (multiplying factor) 0.1405 ₹ 475.76

₹ 3,861.94


₹ 4,441.23 Add cess @ 1% ₹ 44.41 Cost of cutting tree upto 7.0m height and girth beyond 120 cm girth upto and including 240 cm girth of 2.38 cum

₹ 4,485.64

Rate per No. Say ₹ 4,485.60

2.3.4


Details of cost for cutting tree of average girth 314.16cm, height 10.0mQuantity of wood to be cut in trunk of 100 cm average dia = 1/4(Лx1.02)x10.0 = 7.85cumAdd for branches 20% = 1.57 cumTotal = 9.42 cum

LABOUR:


0203 Beldar (M) Day 14.00 ₹ 310.00 ₹ 4,340.00 0212 Coolie (F) Day 7.00 ₹ 310.00 ₹ 2,170.00

₹ 6,510.00 Add for Sundries and contingencies @ 3.0% ₹ 195.30



₹ 7,723.87

Add for contractor’s profit and overheads @ 15% ₹ 1,158.58

₹ 8,882.45 Add cess @ 1% ₹ 88.82

Cost of cutting tree upto 10.0m height and girth beyond 240 cm girth of 9.42 cum

₹ 8,971.27

Above 240 cm girth


SH:02/EARTH WORK

Rate per No. Say ₹ 8,971.30

2.4




₹ 1,010.60 Add for Water charges @ 1% ₹ 10.11


₹ 1,164.12


₹ 1,338.74 Add cess @ 1% ₹ 13.39

Cost of surface dressing for 100 sqm area ₹ 1,352.13

Cost per sqm ₹ 13.52 Rate per sqm Say ₹ 13.50

2.5



0203 Beldar (M) Day 2.75 ₹ 310.00 ₹ 852.50 0205 Bhishti/Waterman Day 0.50 ₹ 310.00 ₹ 155.00

₹ 1,007.50 Add for water charges @ 1.0% ₹ 10.08


₹ 1,160.55 Add for contractor’s profit and overheads @ 15% ₹ 174.08

₹ 1,334.63 Add cess @ 1% ₹ 13.35 Cost of ploughing 100sqm area ₹ 1,347.98 Cost per sqm ₹ 13.48 Rate per sqm Say ₹ 13.50

2.6


Details of cost for digging 10 holes of 0.5cum each and refilling the same

-All kinds of soil

Surface dressing of the ground including removing vegetation and in-equalities not exceeding15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

-All kinds of soil

Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.

-All kinds of soil

Excavating holes upto 0.5 cum including getting out the excavated soil, then returning thesoil as required in layers not exceeding 20 cm in depth, including consolidating eachdeposited layer by ramming, watering etc, disposing of surplus excavated soil; as directedwithin a lead of 50 m and lift upto 1.5 m.


SH:02/EARTH WORK

Qty. of excavation = 10x0.50 = 5.00cumApprox. size of hole to be provided to obtain 0.5 cum per hole Aquare = 800x800x800 mmCircular = 860mm dia and 860 mm deepAs the holes are fairly big the general rate of excavation in soil and refilling can be easily adopted.Qty. of excavation cum 5.00 ₹ 169.50 ₹ 847.50

Qty. of refilling[Considering a loss of quantity of one cum for embedment and 0.4cum loooseness in filling]

cum 3.60 ₹ 120.30 ₹ 433.08

₹ 1,280.58 Cost of excavating and refilling 10 holes ₹ 1,280.58 Cost per hole of 0.5cum quantity ₹ 128.06 Rate per hole Say ₹ 128.10

2.7



0203 Beldar (M) Day 6.80 ₹ 310.00 ₹ 2,108.00 0212 Coolie Day 5.60 ₹ 310.00 ₹ 1,736.00

₹ 3,844.00 Add for water charges @ 1% ₹ 38.44


₹ 4,427.92


₹ 5,092.11 Add cess @ 1% ₹ 50.92

Cost of surface excavation for 100sqm area ₹ 5,143.03

Rate per 100sqm Say ₹ 5,143.00 Cost per sqm ₹ 51.43 Rate per sqm Say ₹ 51.40

2.8


Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm indepth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steelrammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnesand dressing up in embankments for roads, flood banks, marginal banks and guide banks orfilling up ground depressions, lead upto 50 m and lift upto 1.5 m :

-All kinds of soil

Note: In case the measurement of actual filling is taken to calculate the quantity involved underthis item, the entire quantity of filling thus calculated, should not be considered straightway forpayment under this item, but the net quantity after deduction 10% quantity for not consolidatingthe filling under optimum moisture content only should be considered for payment, under thisrate, i.e., if the calculated quantity of filling is 10 cum the payment should be made only for 9cum under this item. (Refer CPWD specification clause 2.10.5)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in widthas well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5m, disposed soil to be levelled and neatly dressed:

-All kinds of soil

EXCAVATION


SH:02/EARTH WORK

Details of cost for 10 cum rough excavation

The rate worked out shall be adopted only when the quantity payable is arrived by measuring actual excavationLABOUR:

0203 Beldar (M) Day 5.90 ₹ 310.00 ₹ 1,829.00 0212 Coolie Day 3.60 ₹ 310.00 ₹ 1,116.00 0205 Waterman Day 0.40 ₹ 310.00 ₹ 124.00 0115 Hire charge for power roller Day 0.008 ₹ 3,100.00 ₹ 24.80 0117 Hire charge for pump set Day 0.100 ₹ 720.00 ₹ 72.00

01001 Cost of diesel litre 0.150 ₹ 68.75 ₹ 10.31 ₹ 3,176.11

Add for 1/2 tonnes roller or steel roller @ 1.0% ₹ 31.76 ₹ 3,207.87

Add for Sundries and contingencies @ 3% ₹ 96.24 ₹ 3,304.11

Add for water charges & electricity @ 1.0% ₹ 33.04 ₹ 3,337.15

Add GST (multiplying factor) 0.1405 ₹ 468.87 ₹ 3,806.02


₹ 4,376.92 Add cess @ 1% ₹ 43.77 Cost of Rough excavation for 10 cum ₹ 4,420.69 Cost per cum ₹ 442.07 Rate per cum Say ₹ 442.10

2.9


Details of cost for 12.5 cum of excavated earth

LABOUR:0203 Beldar (M) Day 2.20 ₹ 310.00 ₹ 682.00 0212 Coolie Day 3.60 ₹ 310.00 ₹ 1,116.00 0205 Waterman Day 0.40 ₹ 310.00 ₹ 124.00 0115 Hire charge for power roller Day 0.008 ₹ 3,100.00 ₹ 24.80 0117 Hire charge for pump set Day 0.150 ₹ 720.00 ₹ 108.00

01001 Cost of diesel litre 0.150 ₹ 68.75 ₹ 10.31 ₹ 2,065.11

Add for 1/2 tonnes roller or steel roller @ 1.0% ₹ 20.65 ₹ 2,085.76


Add for water charges @ 1.0% ₹ 21.48 ₹ 2,169.81

Add GST (multiplying factor) 0.1405 ₹ 304.86

-All kinds of soil

Note:(Refer CPWD specification clause 2.10.5)If the banking or filling is not consolidated to optimim moisture content the quantity of fillingwork out after actual measurement should be deducted by 10% to arrive at the net payablequantity. The measurement of excavation as prescribed in this item especially for consolidation,is not for consolidation with optimum moisture content.Hence the deduction of 10% quantity from the actual measured and calculated quantity to arrivea correct quantity for payment is mandatory.

Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering,rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd andtop-most layer with power roller of minimum 8 tonnes and dressing up, in embankments forroads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m.


SH:02/EARTH WORK

₹ 2,474.67


₹ 2,845.87 Add cess @ 1% ₹ 28.46

Cost of consolidated quantity of banking = 10% less quantity of the actual measured quantityPayable quantity = 12.5 cum - 10% of 12.5 cum = 11.25 cum

₹ 2,874.33

Cost per cum ₹ 255.50 Rate per cum Say ₹ 255.50

2.10


Details of cost for 12.5 cum of bankingLABOUR:

0115 Hire charge for power roller Day 0.008 ₹ 3,100.00 ₹ 24.80 01001 Cost of diesel litre 0.150 ₹ 68.75 ₹ 10.31

₹ 35.11 Add for Sundries and contingencies @ 3% ₹ 1.05

₹ 36.16 Add for water charges @ 1.0% ₹ 0.36


₹ 78.17


₹ 89.90 Add cess @ 1% ₹ 0.90 Cost of be deducted from actual payable quantity after deducting 10% Payable quantity = 12.5 cum - 10% of 12.5 cum = 11.25 cum

₹ 90.80

Cost per cum to be deducted ₹ 8.07 Rate per cum to be deducted Say ₹ 8.10

2.11


Details of cost for 12.5 cum of bankingLABOUR:

0205 Waterman Day 0.40 ₹ 310.00 ₹ 124.00 0117 Hire charge for pump set Day 0.15 ₹ 720.00 ₹ 108.00

₹ 232.00 Add for Sundries and contingencies @ 3% ₹ 6.96




₹ 316.55 Add cess @ 1% ₹ 3.17 Cost of be deducted from actual payable quantity after deducting 10% Payable quantity = 12.5 cum - 10% of 12.5 cum = 11.25 cum

₹ 319.72

Deduct for not watering the excavated earth for banking

Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth inlayers not exceeding 20 cm in depth.


SH:02/EARTH WORK

Cost per cum to be deducted ₹ 28.42 Rate per cum to be deducted Say ₹ 28.40

2.12

Code Discription Unit Quantity Rate AmountDetails of cost for 10 cum of excavated earth over areasMACHINERY:

0118Higher charge of Hydraulic Excavator (3D) with driver and fuel

Day 0.04125 ₹ 7,200.00 ₹ 297.00

0110 Higher charge of Loader Day 0.04125 ₹ 5,100.00 ₹ 210.38 LABOUR:

0203 Beldar (M) Day 1.52 ₹ 310.00 ₹ 471.20 ₹ 978.58

Add for Water charges @ 1.0% ₹ 9.79 ₹ 988.37




₹ 1,335.21 Add cess @ 1% ₹ 13.35 Cost of excavation over areas for 10 cum ₹ 1,348.56 Cost per cum ₹ 134.86 Rate per cum Say ₹ 134.90

2.13


Details of cost for 10 cum of excavated earth in foundation trenches or drainsMACHINERY:

0118Higher charge of Hydraulic Excavator (3D) with driver and fuel

Day 0.04125 ₹ 7,200.00 ₹ 297.00

0110 Higher charge of Loader Day 0.04125 ₹ 5,100.00 ₹ 210.38 LABOUR:

0205 Bhisti/Waterman Day 0.40 ₹ 310.00 ₹ 124.00 0203 Beldar (M) Day 2.05 ₹ 310.00 ₹ 635.50



₹ 1,459.33 Add for contractor’s profit and overheads @ 15% ₹ 218.90

₹ 1,678.23 Add cess @ 1% ₹ 16.78

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means overareas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposalof excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatlydressed.

-All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-All kinds of soil


SH:02/EARTH WORK

Cost of excavation in foundation trenches for 10 cum

₹ 1,695.01


2.14

2.14.1


Extra due to slow progress and dewatering: 20% of the rate of the item. Extra percentage in rate is applicable in respect of each item but limited to quantities of work excuted in difficult condition.

Metre depth

2.14.2


Extra due to slow progress and dewatering: 25% of the rate of the item. This pertains to only such pumping of water as is envisaged at the time of tendering and don't include those that covered under contractual risk.

Metre depth

2.15


Details of cost for 10 cum of excavated earth

LABOUR:0216 Foreman Day 0.08 ₹ 440.00 ₹ 35.20 0203 Beldar (M) Day 0.80 ₹ 310.00 ₹ 248.00




₹ 382.58 Add cess @ 1% ₹ 3.83 Cost for 10 cum ₹ 386.41 Cost per cum ₹ 38.64 Rate per cum Say ₹ 38.60

2.16

Code Discription Unit Quantity Rate AmountDetails of cost for 10 cum for filling available excavated earth

Note for item no. 2.14:- The extra percentage rate is applicable in respect of each item butlimited to quantities of work executed in these difficult conditions. The unit, namely, metredepth, to be considered for payment, shall be the depth measured from the sub soil waterlevel up to the centre of gravity of the quantity executed in difficult condition. The depthshall be reckoned correct to 0.10m, 0.05m or more shall be taken as 0.10m and less than0.05m ignore.

Deduct for disposed soil not levelled and neatly dressed completely as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil

In or under water and/ or liquid mud, including pumping out water as required.

Extra rates for quantities of works, executed:

In or under foul position, including pumping out water as required.


SH:02/EARTH WORK

LABOUR:0203 Beldar (M) Day 0.20 ₹ 310.00 ₹ 62.00 0212 Coolie Day 2.50 ₹ 310.00 ₹ 775.00 0205 Bhisti/Waterman Day 0.20 ₹ 310.00 ₹ 62.00



₹ 1,035.56


₹ 1,190.89 Add cess @ 1% ₹ 11.91 Cost of filling for 10 cum ₹ 1,202.80 Cost per cum ₹ 120.28 Rate per cum Say ₹ 120.30

2.17


Details of cost for 10 cum

Rate as per item no 2.12 of SH:2 EARTH WORK cum 10.00 ₹ 134.90 ₹ 1,349.00

Less for initial lead of 50m Rate as per item no 1.2.2 of SH:1 CARRIAGE OF MATERIALS

cum 10.00 ₹ -101.90 ₹ -1,019.00

Add for ramming and watering in layers LABOUR:

0203 Beldar (M) Day 0.45 ₹ 310.00 ₹ 139.50 0205 Bhisti/Waterman Day 0.35 ₹ 310.00 ₹ 108.50

Carriage of materials upto 5 km Rate as per item no 1.1.2 of SH:1 CARRIAGE OF MATERIALS

cum 10.00 ₹ 196.41 ₹ 1,964.10

Royalty for good earth cum 10.00 ₹ 30.00 ₹ 300.00 ₹ 2,842.10

Add for water charges @ 1.0% ₹ 5.48 ₹ 2,847.58


Add for contractor’s profit and overheads @ 15% ₹ 94.69 ₹ 3,020.03

Add cess @ 1% ₹ 7.26 Cost of filling for 10 cum ₹ 3,027.29 Cost per cum ₹ 302.73 Rate per cum Say ₹ 302.70

2.18


Details of cost for 10 cum excavated earth liftingLABOUR:

0212 Coolie Day 0.10 ₹ 310.00 ₹ 31.00 0203 Beldar (M) Day 1.10 ₹ 310.00 ₹ 341.00

₹ 372.00 Add for ladders, ropes, baskets etc @ 1.0% ₹ 3.72


₹ 428.51

-All kinds of soilExtra for additional lift of 1.5m or part thereof

Excavating, supplying and filling of local earth (including royalty) by mechanical transportupto a lead of 5 km also including ramming and watering of the earth in layers not exceeding20 cm in trenches, plinth, sides of foundation etc. complete.


SH:02/EARTH WORK

Add for contractor’s profit and overheads @ 15% ₹ 64.28 ₹ 492.79

Add cess @ 1% ₹ 4.93 Cost of lifting for 10 cum earth beyond specified heights

₹ 497.72


2.19


Details of cost for 10 cum of sand fillingMATERIALS:

02002 Sand cum 10.00 ₹ 460.00 ₹ 4,600.00 CARRIAGE:

0425 Sand cum 10.00 ₹ 131.75 ₹ 1,317.50 LABOUR:

0205 Bhisti/Waterman Day 0.35 ₹ 310.00 ₹ 108.50 0203 Beldar (M) / Coolie Day 1.07 ₹ 310.00 ₹ 331.70 0203 Belder for ramming and watering Day 0.89 ₹ 310.00 ₹ 275.90



₹ 7,641.28

Add for contractor’s profit and overheads @ 15% ₹ 1,146.19

₹ 8,787.47 Add cess @ 1% ₹ 87.87

Cost of supplying and filling for 10 cum sand ₹ 8,875.34


2.20

2.20.01


Details of cost for 100 litres Chlorpyriphos/Lindane emulsifiable concentrate of 20%MATERIALS:

02001 Chlorpyriphos E.C.20% litre 100.00 ₹ 160.00 ₹ 16,000.00 CARRIAGE:

0455 Chemical tonne 0.10 ₹ 115.30 ₹ 11.53 ₹ 16,011.53

Add GST (multiplying factor) 0.1405 ₹ 2,249.62 ₹ 18,261.15

Add for contractor’s profit and overheads @ 15% ₹ 2,739.17 ₹ 21,000.32

Add cess @ 1% ₹ 210.00

Cost of supplying 100 litres chemical on site ₹ 21,210.32

Cost per litre ₹ 212.10 Rate per litre Say ₹ 212.10

Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from localquarry with all lifts including spreading in horizontal layers, watering, grading to requiredslope, ramming, consolidating and compacting each layer by using plate compactor or by anysuitable method complete.

ANTI TERMITE TREATMENT

Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorpyriphos/Lindane emulsifiable concentrate of 20%


SH:02/EARTH WORK

2.21

2.21.1

2.21.1.1


Details of cost for treatment of 10m. Length along external wall with Chlorpyriphos E.C. 20%MATERIALS:

Chlorpyriphos E.C. 1% Concentration10x0.30x7.50= 22.5litresChlorpyriphos E.C. 20% Emulsifiable concentrate required = 22.5/20 = 1.125 litres[Cost of chemical paid seperately under Item No. 2.20]

LABOUR:For excavating channel

Rodding in channel spreading emulsion etc

0203 Belder Day 0.33 ₹ 310.00 ₹ 102.30 ₹ 102.30

Add for hire charges and maintenance of sprayer

@ 3% ₹ 3.07

₹ 105.37 Add for Water charges @ 1% ₹ 1.05



₹ 139.58 Add cess @ 1% ₹ 1.40 Cost of treating of external wall for 10m length

₹ 140.98

Cost per metre ₹ 14.10 Rate per metre Say ₹ 14.10

2.21.2

2.21.2.1


Details of cost for treatment of 10m. Length along external wall below apron with Chlorpyriphos E.C. 20%MATERIALS:

Chlorpyriphos E.C. 1% Concentration10x2.25= 22.5litresChlorpyriphos E.C. 20% Emulsifiable concentrate required = 22.5/20 = 1.125 litres[Cost of chemical paid seperately under Item No. 2.20]

LABOUR:

1. For drilling 12mm dia. Holes at 300mm c/c with electric drilling machine

Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litresper linear metre including drilling and plugging holes etc.

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatmentas per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm ofthe vertical surface of the substructure to a depth of 300 mm including excavation channel alongthe wall & rodding etc. complete:



SH:02/EARTH WORK

2. For injecting chemicals after diluiting the same as required and making good the holes with cement mortar

0203 Belder Day 0.40 ₹ 310.00 ₹ 124.00 ₹ 124.00

Add for hire charges and maintenance of sprayer, cost of cement mortar

@ 3% ₹ 3.72




₹ 169.19 Add cess @ 1% ₹ 1.69 Cost of treating of external wall below concrete or masonary for 10m length

₹ 170.88

Cost per metre ₹ 17.09 Rate per metre Say ₹ 17.10

2.21.3

2.21.3.1


Details of cost for treatment of 9.0 sqm area of soil under plinth filling with Chlorpyriphos E.C. 20%MATERIALS:Area of treatment = 9 sqmNo. of holes = 100 Nos.Distance between holes = 300mmChlorpyriphos E.C. 1% Concentration100x1 litre per hole= 100litresChlorpyriphos E.C. 20% Emulsifiable concentrate required = 100/20 = 5 litres[Cost of chemical paid seperately under Item No. 2.20]LABOUR:



0203 Belder Day 2.00 ₹ 310.00 ₹ 620.00 ₹ 620.00

Add for hire charges and maintenance of sprayer & drilling machine

@ 3% ₹ 18.60



₹ 735.61


₹ 845.95 Add cess @ 1% ₹ 8.46

Cost of treating of 9.0 sqm of plinth area ₹ 854.41

Cost per sqm ₹ 94.93

Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with sand filling:



SH:02/EARTH WORK

Rate per sqm Say ₹ 94.90

2.21.4

2.21.4.1


Details of cost for treatment of 9.0 sqm area of soil under existing floors with Chlorpyriphos E.C. 20%MATERIALS:Area of treatment = 9 sqmNo. of holes = 100 Nos.Distance between holes = 300mmChlorpyriphos E.C. 1% Concentration100x1 litre per hole= 100litresChlorpyriphos E.C. 20% Emulsifiable concentrate required = 100/20 = 5 litres[Cost of chemical paid seperately under Item No. 2.20]LABOUR:



0218* Mason Day 0.50 ₹ 420.00 ₹ 210.00 0203 Belder Day 2.00 ₹ 310.00 ₹ 620.00

₹ 830.00 Add for hire charges and maintenance of sprayer & drilling machine, cost of cement mortar

@ 3% ₹ 24.90



₹ 984.76


₹ 1,132.47 Add cess @ 1% ₹ 11.32 Cost of treating of 9.0 sqm of plinth area ₹ 1,143.79 Cost per sqm ₹ 127.09 Rate per sqm Say ₹ 127.10

2.21.5

2.21.5.1


Details of cost for treatment of 10 m length of existing masonry with Chlorpyriphos E.C. 20%

MATERIALS:

Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm intervalincluding drilling holes at 45° and plugging them with cement mortar 1:2 (1 cement: 2 fine sand)to the full depth of the hole:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.


Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement :2 fine sand) to match the existing floor:


SH:02/EARTH WORK

No. of holes = 34 Nos.Chlorpyriphos E.C. 1% Concentration34x1 litre per hole= 34litresChlorpyriphos E.C. 20% Emulsifiable concentrate required = 34/20 = 1.70 litres[Cost of chemical paid seperately under Item No. 2.20]

LABOUR:1. For drilling Holes at 300mm c/c with electric drilling machine at 45°2. For injecting chemicals after diluiting the same as required and making good the holes with cement mortar

0218* Mason Day 0.05 ₹ 420.00 ₹ 21.00 0203 Belder Day 0.30 ₹ 310.00 ₹ 93.00

₹ 114.00 Add for hire charges and maintenance of sprayer & drilling machine, cost of cement mortar

@ 3% ₹ 3.42



₹ 135.25


₹ 155.54 Add cess @ 1% ₹ 1.56 Cost of treating existing masonary for 10.0 m length

₹ 157.10

Cost per m ₹ 15.71 Rate per m Say ₹ 15.70

2.21.6


Details of cost for treatment of 10 m length on woodwork with Chlorpyriphos E.C. 20%

MATERIALS:No. of holes = 68 Nos.Chlorpyriphos E.C. 1% Concentration68x0.5 litre per hole= 34litresChlorpyriphos E.C. 20% Emulsifiable concentrate required = 34/20 = 1.70 litres[Cost of chemical paid seperately under Item No. 2.19]

02004Kerosene oil34-1.70 = 32.3 litres

litre 32.30 ₹ 52.00 ₹ 1,679.60

LABOUR:1. For drilling Holes at 150mm c/c at 45° and sealing same

0208* Carpenter Day 0.20 ₹ 420.00 ₹ 84.00 0212 Helper Day 0.20 ₹ 310.00 ₹ 62.00

₹ 1,825.60 Add for Sundries and contingencies @ 3% ₹ 54.77

₹ 1,880.37 Add for Water charges @ 1% ₹ 18.80

₹ 1,899.17

Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (inoil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward

angle of 45° at 150 mm centre to centre and sealing the same.


SH:02/EARTH WORK



₹ 2,490.90 Add cess @ 1% ₹ 24.91

Cost of treating wood work for 10.0 m length ₹ 2,515.81

Cost per m ₹ 251.58 Rate per m Say ₹ 251.60

Note: For Item No. 2.21The work will be carried out as per IS: 6313 [Latest Revision].Under the Insecticides Rule 1971: 10(3A) any person who desires to undertake pest controloperations will be a Licence holder.The agency must complying with all safety health and welfare regulations, appertaining tostaff and work people employed on the site.Keeping the site free from debris arising from the works during the work and leave the sitefree from debris on completion of work to the satisfaction of the Owner.The agency shall give a 3-year service guarntee in writing supplemented by a seperate andunilateral guarantee from the specialised agency for the job to keep the building free oftermites for the specified period at no extra cost of the Owner.


SH:03/MORTAR

Note:

3.1

3.1.1

CodeOperational input for preparing 1 cum cement mortar 1 : 1 proportion

Unit Quantity Rate Amount

Details of cost for 1 cum

MATERIALS

(Cement required is 71.25% = 0.7125 cum of cement = 1.026 tonne)

03001 Cement tonne 1.026 ₹ 5,800.00 ₹ 5,950.80 0421 Carriage of Cement tonne 1.026 ₹ 102.47 ₹ 105.13

02003 Fine sand cum 0.7125 ₹ 560.00 ₹ 399.00 0425 Carriage of Fine sand cum 0.7125 ₹ 131.75 ₹ 93.87

LABOUR:

Documents

CARRIAGE OF MATERIALS Data Sheet No 1 for Analysis of Rates 1€¦ · PWD_Building_TRIPURA 1.1 Code Unit Rate 0145 Day ₹ 2,000.00 0203 Day ₹ 310.00 0212 Day ₹ 310.00 0224 Day