Project Name:-

Location-

Transportation of Construction Materials by Truck

Lead and Quarry Site of Local Construction Materails FY=076/077

Types of Road-Km Collection
/seiving/ Royalty per
Construction material Name of Quarry
Metalled Gravel Earthen Excavation Cum
for 1Cum

Stone 0 4 2 1.00 211.89 khunpur ghat 852.34

Sand and gravel less than 40mm 0 4 2 1.00 211.89 Budhi kulo kinara 868.16
Gravel more than 40mm 4 2 1.00 211.89 Kumraghat 857.96
Brick 30 12 2 khairapur 1.61
Cement, Pipe, Steel, etc 3 6 3 Rajapur 0.23
Soil/laterite or similar material 1 Site 289.04
Crushed Aggregate 18 21 1 12 No. Noori(Sanoshri) 645.21
Seived Natural River Aggregate 9 2 211.89 Karnali river 2985.38
 Page 2

Approved District Rate of Labour and Construction Materials

FY=076/077

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

A Labour and Equipments

1 Mason/Skill labour MD 750.00 750.00

2 Unskill Labour MD 530.00 530.00

3 Plumber MD 750.00 750.00

4 Carpenter MD 750.00 750.00

5 Foreman MD 530.00 530.00

5 Helper MD 530.00 530.00

6 Truck 10 Ton Hour 460.00 460.00

7 Truck 3-5 Ton Hour 300.00 300.00

8 Roller 8-10Ton Hour 500.00 500.00

9 Vibrating Roller Hour 475.00 475.00

Vibrator Needle Hour 100.00 100.00

Vibrator Engine Hour 120.00 120.00

Mixture Hour 1000.00 1000.00

11 Pneumatic Wheel Roller Hour 1080.00 1080.00

12 Bitumen distributor Hour 1300.00 1300.00

13 Excavator track JCB - Excavation Hour 1800.00 1800.00

14 Grader Motor Hour 1600.00 1600.00

15 Wheel Loder Hour 1000.00 1000.00

16 Water tanker Hour 550.00 550.00

17 Hand sprayer Hour 160.00 160.00

18 Bitumine Boiler Hour 180.00 180.00

19 Sprayer emulsion Hour 260.00 260.00

B Local Material

1 Stone Cum 852.34 852.34

2 Sand/River Spall/Chokar Cum 868.16 868.16

3 Brick Pc 12.00 1.61 13.61

4 Crushed Aggregate 10 mm Cum 2825.36 645.21 3470.57

5 Crushed Aggregate 20 mm Cum 2825.36 645.21 3470.57

6 Crushed Aggregate 30-40 mm Cum 2754.726 645.21 3399.94

40mm down Crushed Aggregate for base
cum 2860.677 645.21 3505.89
course
Crushed stone dust cum 1400 645.21 2045.21
6 mm size crushed chips cum 2500 645.21 3145.21
Round washable Aggregate 10-16 mm cum 2500 645.21 3145.21
7 Natural river Aggregate 5-10 mm Cum 3968.00 3968.00
2
 Page 3

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

8 Natural river Aggregate 10-20 mm Cum 2985.38 2985.38

9 Natural river Aggregate 20-40 mm Cum 2494.07 2494.07

10 Bamboo Pc 250.00 250.00

11 Sal Wood Cum 162458.20 162458.20

12 Shisam wood ( jungli) cum 151863.10 151863.10

Shisam wood ( Local) cum 88292.50 88292.50

12 Local Wood(Jamun) Cum 42380.40 42380.40

13 Soil Cum 350.00 350.00

18 Fire wood Kg 10.00 10.00

19 Gobar cum 194.26 1.94 196.20

20 Dhan ko Bhus Kg 5.50 0.06 5.56

21 Khar Mutha 21.00 0.21 21.21

Foreign Materials

1 Cement OPC Kg 15.80 0.23 16.03

2 Bitumine 80/100 grade k.g 85.00 0.23 85.23

Geotextile (Ts- 30) Sqm 137.00 137.00

Geotextile (Ts- 50) Sqm 235.00 235.00

Geotextile (Ts- 60) Sqm 293.00 293.00

Tor Kari 4.75 amd 7mm dia Kg 88.00 0.23 88.23

TMT 8mm dia Kg 82.00 0.23 82.23

TMT 10mm dia Kg 81.00 0.23 81.23

TMT 12-25mm dia Kg 81.00 0.23 81.23

0.00

1 Annealed wire Kg 112.00 0.23 112.23

4 MS Angle Kg 110.00 0.23 110.23

8 Nail Kg 110.00 0.23 110.23

9 Diesel Lit 87.89 87.89 87.89

petrol lit 101.89 0.00

10 Kerosin oil Lit 84.07 84.07 84.07

11 GI Pipe -25 mm dia(medium) meter 282.00 0.23 282.23

12 GI Pipe -15 mm dia(medium) meter 147.00 0.23 147.23

13 GI Pipe -40 mm dia(medium) meter 412.00 0.23 412.23

14 GI Pipe -50 mm dia(medium) meter 567.00 0.23 567.23

15 GI Pipe -65 mm dia(medium) meter 720.00 0.23 720.23

16 GI Pipe -80 mm dia(medium) meter 893.00 0.23 893.23

17 GI Pipe -100 mm dia(medium) meter 1339.00 0.23 1339.23

3
 Page 4

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

13 jute Rope Kg 90.00 0.23 90.23

14 Nut bolt Kg 130.00 0.23 130.23

15 Welding Rod Kg 330.00 0.23 330.23

16 Sal wood listee Rm 100.00 0.23 100.23

17 4mm Thick Tik Plywood sqm 559.52 0.23 559.75

18 a) Screw Nail 3/4"(100 PC) 100 PC 105.00 0.23 105.23

b) Screw Nail 1"(100 PC) 100 PC 115.00 0.23 115.23

c) Screw Nail 11/2"(100 PC) 100 PC 126.00 0.23 126.23

d) Screw Nail 2"(100 PC) 100 PC 136.00 0.23 136.23

19 Hold fast Kg 184.00 0.23 184.23

28 a) Kabja (50mm) PC 14.50 14.50

b) Kabja (75mm) PC 18.42 18.42

c) Kabja (100mm) 14 gaze PC 31.08 31.08

d) Kabja (125mm) PC 43.75 43.75

29 a) Almunioum Chheskini (75mm) PC 42.00 42.00

b) Almunioum Chheskini (100mm) PC 53.00 53.00

c) Almunioum Chheskini (150mm) PC 110.00 110.00

d) Almunioum Chheskini (300mm) PC 294.00 294.00

28 a) Steel polish Chheskini (75mm) PC 30.00 30.00

b) Steel polish Chheskini (100mm) PC 42.00 42.00

c) Steel polish Chheskini (150mm) PC 53.00 53.00

d)Steel polish Chheskini(300mm) PC 116.00 116.00

29 a) Locking Set (250 mm) Almunium Set 420.00 420.00

b) Locking Set (250 mm) Brass Set 1443.00 1443.00

c) Lucking Set (250 mm) Steel Set 352.00 352.00

30 a)Handle 3"( Brass) Set 168.00 168.00

b)Handle 4"( Brass) Set 190.00 190.00

c)Handle 6"( Brass) Set 320.00 320.00

d)Handle 8"( Brass) Set 394.00 394.00

a)Handle 10"( Brass) Set 446.00 446.00

31 a) Commercial plywood (3mm) Sqm 215.20 0.23 215.43

b) Commercial plywood (4mm) Sqm 225.96 0.23 226.19

c) Commercial plywood (6mm) Sqm 344.32 0.23 344.55

d) Commercial plywood (8mm) Sqm 451.92 0.23 452.15

d) Commercial plywood (12mm) Sqm 645.60 0.23 645.83

32 a) Atificial Tikplywood (3mm) Sqm 344.32 0.23 344.55

4
 Page 5

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

b) Atificial Tikplywood (4mm) Sqm 408.88 0.23 409.11

c) Atificial Tikplywood (6mm) Sqm 731.68 0.23 731.91

d) Atificial Tikplywood (12mm ) Sqm 1054.48 0.23 1054.71

33 a) Natural Tikplywood (3mm) Sqm 451.92 0.23 452.15

b) Netural Tikplywood (4mm) Sqm 559.52 0.23 559.75

c)Netural Tikplywood (6mm) Sqm 936.12 0.23 936.35

34 a) Water proof plywood (6mm) Sqm 667.12 289.04 956.16

b) Water proof plywood (8mm) Sqm 828.52 0.23 828.75

c) Water proof plywood (12mm) Sqm 989.92 0.23 990.15

d) Water proof plywood (19mm) Sqm 1312.72 0.23 1312.95

32mm thick chemically treated machinate water
35 0.00
proof solid flash door
a) two sidePlain Sqm 1990.60 0.23 1990.83

b) One side teak &plywood Sqm 2152.00 0.23 2152.23

c) Two side Teak plyplywood Sqm 2421.00 0.23 2421.23

36 a) Door spring (common) No 184.00 184.00

b) Steel coted Door handel 0.00

3" No 21.00 21.00

4" No 30.00 30.00

6" No 42.00 42.00

8" No 58.00 58.00

37 Brass Handel 0.00

3" No 168.00 168.00

4" No 190.00 190.00

6" No 320.00 320.00

8" No 394.00 394.00

10" No 446.00 446.00

12" No 945.00 945.00

38 Brass Chheskini 0.00

3" No 126.00 126.00

4" No 200.00 200.00

6" No 278.00 278.00

8" No 394.00 394.00

10" No 500.00 500.00

12" No 635.00 635.00

39 Mortise Luck 0.00

5
 Page 6

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

a) Brass coted luck No 2048.00 2048.00

b) Steel coated luck No 920.00 920.00

c) Pouder coated handle No 945.00 945.00

a) Commercial type G.I. mosquito proof mesh
40 Sqm 451.92 0.23 452.15
wire (chaines)

b) 24 Gauge G.I. mosquito proof mesh wire Sqm 505.72 0.23 505.95

41 Brass Barafi Jalee Sqm 1183.60 0.23 1183.83

42 Chiken wire mesh Sqm 210.00 0.23 210.23

43 MS cating jel Sqm 3109.64 0.23 3109.87

44 Glass 0.00

3.5 mm Thick Sqm 850.04 0.23 850.27

4 mm Thick Sqm 903.84 0.23 904.07

5 mm Thick Sqm 1022.20 289.04 1311.24

6 mm Thick Sqm 1409.56 0.23 1409.79

45 CGI sheet (Medium) 0.00

24 Gauge 0.50mm Sqm 529.91 0.23 530.14

26 Gauge 0.37mm Sqm 402.62 0.23 402.85

28 Gauge 0.28mm Sqm 314.92 0.23 315.15

45 CGI Colour sheet (Medium) 0.00

24 Gauge 0.50mm Sqm 641.80 0.23 642.03

26 Gauge 0.37mm Sqm 544.42 0.23 544.65

28 Gauge 0.28mm Sqm 408.88 0.23 409.11

46 GI Plain sheet (Medium)0.37mm Sqm 475.88 475.88

47 GI Colour sheet (Medium)0.37mm Sqm 610.09 610.09

Bitumen Washer No 0.89 0.89

J Hook K.g 157.00 157.00

48 Ordinary Lime Kg 28.00 0.23 28.23

49 Metal primer Lit 323.00 0.23 323.23

50 Wood Primer Lit 363.00 0.23 363.23

51 Readymade Almunium paint(NS 117) Lit 523.00 0.23 523.23

52 Readymade enamel paint(NS 112) Lit 513.00 0.23 513.23

53 Whasable distemper(NS165) Lit 248.00 0.23 248.23

54 Weathercoat Paint exterior Lit 823.00 0.23 823.23

55 Cement Primer waterbase & Oilbase Lit 383.00 0.23 383.23

56 Plastic Emulson exterior first class(NS161) Lit Check 968.00 0.23 968.23
Plastic Emulson exterior Side medium
57 Lit check 753.00 289.04 1042.04
class(NS161)

6
 Page 7

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

57 Plastic Emulson Interior first class(NS 161) Lit check 858.00 0.23 858.23
Plastic Emulson Interior side medium class(NS
58 Lit check 683.00 289.04 972.04
161)
58 wall putine Kg 78.00 0.23 78.23

59 Red Oxide Lit 368.00 0.23 368.23

60 Sand paper for metal pec 6.92 0.23 7.15

61 Paint thiner Nepali Lit 128.00 0.23 128.23

62 Water proof Cement paint(NS 85-2042)light Kg 70.00 0.23 70.23

63 Water proof Cement paint(NS 85-2042)deep Kg 75.00 0.23 75.23

64 White cement Kg 35.00 0.23 35.23

65 Alakatra paint Lit 188.00 0.23 188.23

67 Spirit Lit 138.00 0.23 138.23

69 Wooden Puting Kg 83.00 0.23 83.23

70 Matel Puting Kg 273.00 0.23 273.23

Redymade grill of solide square MS rod

72 Kg 132.00 0.23 132.23
ncluding erection in position

Redymade grill in 4.5x19mm MS plat including

73 Kg 132.00 0.23 132.23
erection in position

Readymade Steel Collapsible shutter shutter

74 Kg 132.00 0.23 132.23
including erecction (

75 Anti termite Lit 340.00 340.00

76 Water proofing compound Lit 275.00 275.00

Water Proofing Treatment(wall,roof,exterior
77 Sqm 486.89 486.89
coating plaster)
78 Different Sizes MS Plate Kg 110.00 0.23 110.23

79 Brick Bats Cum 3200.00 1.61 3201.61

80 48" ceiling Fan No 3126.00 0.23 3126.23

81 1 HP Indian Water Pump No 15950.00 0.23 15950.23

0.5 HP Indian Water Pump No 8558.00 0.23 8558.23

1.5 HP Indian Water Pump No 20350.00 645.21 20995.21

82 10 Gauge Barbed Wire Kg 110.00 0.23 110.23

83 12 Gauge Barbed Wire Kg 112.00 0.23 112.23

84 14 Gauge Barbed Wire Kg 120.00 0.23 120.23

85 Different sizes Black Pipes Kg 110.00 0.23 110.23

86 Different sizes Square hollow Pipes Kg 110.00 0.23 110.23

87 Readymade Blackpipe tubular truss Kg 132.00 0.23 132.23

88 Readymade MS angle truss Kg 132.00 0.23 132.23

Fitting of readymade truss, purline jointing
89 Kg 33.00 33.00
labour charge
90 MS GI wire (NS 163/169) 0.00
7
 Page 8

Rate
Rate with Transportation Cost
SN Description Unit Local Rate without Unit Rate
VAT
VAT
Truck Manual

(B) Medium Zinc coated 0.00

8 Gauge k.g 97.00 0.23 97.23

10 Gauge k.g 97.00 0.23 97.23

12 Gauge k.g 97.00 0.23 97.23

91 NP3 pipe 300 mm dia Rm 3250 3250 120.25 3370.25

NP3 pipe 350 mm dia Rm 3550 3550 131.35 3681.35

92 NP3 pipe 450 mm dia Rm 5050 5050 186.85 5236.85

93 NP3 pipe 600 mm dia Rm 6650 6650 246.05 6896.05

94 NP3 pipe 900 mm dia Rm 11100 11100 410.7 11510.70

91 Porsilina glazed tile for wall Sqm 688.64 688.64 0.23 688.87

92 Porsilina glazed tile for Floor sqm 742.44 742.44 0.23 742.67

93 Black pipe k.g 110 110 0.23 110.23

94 110 mm dia PVC 2.5 k.g /cm 2 pipe Rm 257 257 0.23 257.23

(Stair case stainless steel pipe raling) supply

and fixing of stainless steel pipe raling with 2"
95 dia. Hand rail pipe, vertical 1.5" dia, pipe every Rm 5512.08 5512.08 5512.08
three step distance with 34" height and 3"/4"
pipe 4 line horizontal pipe and all complite work .

Shallow tub well

4 No handpump medium class including
1.00 Pec 1818.00 1818.00 2054.34 0.23 2054.57
head for equipment
2.00 40 mm dia medium class GI pipe Rm 412.00 412.00 465.56 0.23 465.79

3.00 40 mm dia GI heavy duty socket Pec 196.00 196.00 221.48 0.23 221.71

4.00 41 mm GI Pressure staner 1.5 mt Long pec 1090.00 1090.00 1231.70 0.23 1231.93

5.00 Tul box Seet 883.00 883.00 997.79 0.23 998.02

8
 Page 9

n Materials

page No
Remarks

75

78

78

74

74

75

75

77

76

23

23

23

23 1.61

23

23
23
23
Trans
9
 Page 10

page No
Remarks

Trans

Trans

23

16

16

16

16

23

23

23

23

21

5 95.75 84.73451327

5 84.070796460177

56

56

57

57

57

57

57

10
 Page 11

page No
Remarks

79

2.6046 5

16

1.05 30

1.15 30

1.26 30

1.36 30

per k.g/7 pic 30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

31

31

31

31

31

16

16

16

16

16

16

11
 Page 12

page No
Remarks

17

17

17

17

17

17

17

17

17

17

17

17

17

30

30

30

30

31

31

31

31

31

31

31

31

31

31

31

31

31

12
 Page 13

page No
Remarks

31

31

31

31

31

31

31

31

31 529.74 17.55562329

31

31

31 21.94452911 L

21.94452911 0.8 B

3 19.7500762 17.55562329

3 470.8842593 9300

3 529.7447917 B

Plain sheet sada 2.2291853 l

4 1060.82 475.8778914

4 Plain sheet Color

4 1360 2.23 408.99

1360 610.09

30

11.21 30

402.8490028

38

38 21.94 A 1

38 17.56 B 1.22

38 9300 529.74 l 0.819672131

7070 402.72

38 5530 315.00

38 11270 641.96

38

13
 Page 14

page No
Remarks

38 9560 544.55

38

7180 408.99

0.60

10.69

+15%OH

+15%OH

+15%OH 45.25

+15%OH

+15%OH

+15%OH

+15%OH

+15%OH

+15%OH

+15%OH

+15%OH

+15%OH

+15%OH

14
 Page 15

page No
Remarks

10

10

10

10

10

45

41

57

41

41

41

15
Page 16

1.22

sqm

16
 Transportation Cost of Construction Materials-Terai
Project name:- 0

1 Rubble Stone - For 10 Cum Quarry site :- khunpur ghat

SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Labour For collection / Rock Excavation MD 10.0 530.00 5300.00
2 Time allowed for loading and unloading Hour 2.50 150.00 375.00
3 Earthen Road - 15 Kmph Hour 2.0 0.88 300.00 264.00
4 Gravel Road - 30 Kmph Hour 4.0 0.88 300.00 264.00
5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00
6 Diesel and lubricants Lit 6.0 14.22 87.89 1249.80
7 Labour for loading Unloading Stacking MD 6.0 0.86 530.00 455.80
8 Royalty Cum 10.00 211.89 2118.90
Sub-Total NRs 10027.50
Deduction of Voids 15% -1504.13
Total 8523.37
Rate for 1 cum at site 852.34

2 Sand/River Spall and gravel less than-40 mm size- For 10 Cum Quarry site:- Budhi kulo kinara
SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Time allowed for loading and unloading Hour 2.14 150.00 321.00
2 Labour For collection MD 10.0 530.00 5300.00
3 Earthen Road - 15 Kmph Hour 2.0 0.76 300.00 228.00
4 Gravel Road - 30 Kmph Hour 4.0 0.76 300.00 228.00
5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00
6 Diesel and lubricants Lit 6.0 12.16 87.89 1068.74
7 Labour for loading, unloading,stacking MD 6.0 0.72 530.00 381.60
8 Royalty Cum 10.00 211.89 2118.90
Sub-Total NRs 9646.24
Deduction of Voids 10% -964.62
Total 8681.62
Rate for I cum at Site 868.16

3 Gravel more than 40 mm size-for 10 Cum Quarry site:- Kumraghat

SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Time allowed for loading and unloading Hour 2.32 150.00 348.00
2 Labopur For collection MD 10 530.00 5300.00
3 Earthen Road - 15 Kmph Hour 2.0 0.82 300.00 246.00
4 Gravel Road - 30 Kmph Hour 4.0 0.80 300.00 240.00
5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00
6 Diesel and lubricants Lit 6.0 13.20 87.89 1160.15
7 Labour for loading, unloading,stacking MD 6.0 0.74 530.00 392.20
8 Royalty Cum 10.00 211.89 2118.90
Sub-Total NRs 9805.25
Deduction of Voids 12.5% -1225.66
Total 8579.59
Rate for I cum at site 857.96

Transportation Cost 17
 4 Bricks - Per 1000 Factory:- khairapur
SN Description Unit Lead-Km Quantity Unit Rate Amount NRs

1 Time allowed for loading and unloading 0.375 150.00 56.25

2 Earthen Road - 15 Kmph Hour 2.0 0.12 300.00 36.00

3 Gravel Road - 30 Kmph Hour 12.0 0.36 300.00 108.00

4 Bitumenious Road - 45 Kmph Hour 30.0 0.60 300.00 180.00

5 Diesel and lubricants Lit 44.0 14.66 87.89 1288.47

6 Labour for loading, unloading,stacking Done by Manufacturer

Sub-Total NRs 1612.47

Total for 1000 1612.47

Rate for I Brick 1.61

5 Cement, rod, pipe etc- For 10 MT 137 154.81 Rajapur

SN Description Unit Lead-Km Quantity Unite Rate Amount NRs

1 Time Allowd for Loding and unloding 1.50 150 225.00

2 Earthen Road - 15 Kmph Hour 3.0 0.81 300.00 243.00

3 Gravel Road - 30 Kmph Hour 6.0 0.78 300.00 234.00

4 Bitumenious Road - 45 Kmph Hour 3.0 0.27 300.00 81.00

5 Diesel and lubricants Lit 12.0 11.97 87.89 1052.04

6 Labour for loading, unloading,stacking MD 12.0 0.81 530.00 429.30

Sub-Total NRs 2264.34

Total for 1 MT 226.43

Rate for I Kg 0.23

6 Soil/Binding Clay/Laterite- for 10 Cum Quarry site:- Site

SN Description Unit Lead-Km Quantity Unit Rate Amount NRs

1 Time allowed for loading and unloading Hour 2.21 150.00 331.50

2 Labour for excavation MD 5.00 530.00 2650.00

3 Earthen Road - 15 Kmph Hour 1.0 0.39 300.00 117.00

4 Gravel Road - 30 Kmph Hour 0.0 0.00 300.00 0.00

5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00

6 Diesel and lubricants Lit 1.0 2.35 87.89 206.54

7 Labour for loading, unloading,stacking MD 1.0 0.18 530.00 95.40

Sub-Total NRs 3400.44

Deduction of Voids 15 % -510.07

Total 2890.37
Rate for I cum at site 289.04

Transportation Cost 18
 8 Natural river Aggregate 5-10 mm size- For 10 Cum Quarry site:- Karnali river
SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Time allowed for loading and unloading Hour 2.14 150.00 321.00
2 Labour for Seiving/Collection/Stacking MD 70.00 530.00 37100.00
3 Earthen Road - 15 Kmph Hour 2.0 0.76 300.00 228.00
4 Gravel Road - 30 Kmph Hour 9.0 1.71 300.00 513.00
5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00
6 Diesel and lubricants Lit 11.0 21.66 87.89 1903.70
7 Labour for loading, unloading,stacking MD 11.0 1.17 530.00 620.10
8 Royalty Cum 10.00 211.89 2118.90
Sub Total NRs 42804.70
Deduction of Voids 10% -4280.47
Add Tools and Plants @3% 1155.73
Total 39679.96
Rate for I cum at site 3968.00

9 Natural river Aggregate 10-20 mm size- For 10 Cum Quarry site:- Karnali river
SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Time allowed for loading and unloading Hour 2.14 150.00 321.00
2 Labour for Seiving/Collection/Stacking MD 50.00 530.00 26500.00
3 Earthen Road - 15 Kmph Hour 2.0 0.76 300.00 228.00
4 Gravel Road - 30 Kmph Hour 9.0 1.71 300.00 513.00
5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00
6 Diesel and lubricants Lit 11.0 21.66 87.89 1903.70
7 Labour for loading, unloading,stacking MD 11.0 1.17 530.00 620.10
8 Royalty Cum 10.00 211.89 2118.90
Sub Total NRs 32204.70
Deduction of Voids 10% -3220.47
Add Tools and Plants @ 3% 869.53
Total 29853.75
Rate for I cum at site 2985.38

10 Natural river Aggregate 20-40 mm size- For 10 Cum Quarry site:- Karnali river
SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Time allowed for loading and unloading Hour 2.14 150.00 321.00
2 Labour for Seiving/Collection/Stacking MD 40.00 530.00 21200.00
3 Earthen Road - 15 Kmph Hour 2.0 0.76 300.00 228.00
4 Gravel Road - 30 Kmph Hour 9.0 1.71 300.00 513.00
5 Bitumenious Road - 45 Kmph Hour 0.0 0.00 300.00 0.00
6 Diesel and lubricants Lit 11.0 21.66 87.89 1903.70
7 Labour for loading, unloading,stacking MD 11.0 1.17 530.00 620.10
8 Royalty Cum 10.00 211.89 2118.90
Sub Total NRs 26904.70
Deduction of Voids 10% -2690.47
Add Tools and Plants @ 3% 726.43
Total 24940.65
Rate for I cum at site 2494.07

Transportation Cost 19
 11 Crushed Aggregate 5-40 mm size- For 10 Cum Crusher:- 12 No. Noori(Sanoshri)
SN Description Unit Lead-Km Quantity Unit Rate Amount NRs
1 Time allowed for loading and unloading Hour 2.14 150.00 321.00
2 Earthen Road - 15 Kmph Hour 1.0 0.76 300.00 228.00
3 Gravel Road - 30 Kmph Hour 21.0 0.76 300.00 228.00
4 Bitumenious Road - 45 Kmph Hour 18.0 0.00 300.00 0.00
5 Diesel and lubricants Lit 40.0 76.38 87.89 6713.04
6 Labour for loading, unloading,stacking Done by Manufacturer
Sub-Total NRs 7169.04
Deduction of Voids 10% -716.90
Total 6452.14
Rate for I cum 645.21

Transportation Cost 20
 21

Rate Analysis
#REF!
#REF!
A3.Site Clearance-One sqm
Labour Material and Equipment
Category MD Rate Amount Type Quantity Rate
Unskilled Labour 0.023 530.00 12.19 T&P 3%
Sub-Total 12.19
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Earthwork in excavation for structure Foundation

B1.2-1. Ordinary soft Soil-One cum
Labour Material and Equipment
Category MD Rate Amount Type Quantity Rate
Unskilled Labour 0.7 530.00 371.00 T&P 3%
Sub-Total 371.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

B1.2-2. Hard ( stone or muran) Soil-One cum

Labour Material and Equipment
Category MD Rate Amount Type Quantity Rate
Unskilled Labour 0.8 530.00 424.00 T&P 3%
Sub-Total 424.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

6. Earthwork Excavation By using excavator in soft soi

Labour Material and Equipment

Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.00
Unskilled Labour 0 0.00 0 Excavator Hour 0.0163 1800.00
Disel Lit 0.130 87.89

Sub-Total 0.00
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

Earthwork in Back filling behind structure with compaction

Ordinary Soil with compaction by rammer-One cum 2-25-Ka.
Labour Material and Equipment
Category MD Rate Amount Type Quantity Rate
Unskilled Labour 0.50 530.00 265.00 T&P 3%
Sub-Total 265.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

21
 22

Rate Analysis
Ordinary Soil with compaction by rammer( Inported fill material )-One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.25 530.00 132.50 Soil Cum 1.10 289.04
Sub-Total Sqm 132.50
Total of Labour and Material Sqm
Contractor's Overhead @15% Sqm
Rate per Cum

2-42. Sand filling with water & compaction by labour -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.70 530.00 371.00 Sand Cum 1.10 868.16
Sub-Total 371.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

22
 23

Rate Analysis

6-5-C-10 Dry Stone Soling with sand - One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.00 750.00 0 Boulder Cum 1.00 852.34
Unskilled Labour 1.50 530.00 795.00 Bond stone Cum 0.2 852.34
Sub-Total 795.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

H-15-11-15 ka-.Brick Solling Flat - One Sqm Norms-H-15-11-15 k

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.05 750.00 37.5 Brick No 42.00 13.61
Unskilled Labour 0.10 530.00 53.00 River spalls/sand Cum 0.071 868.16
Sub-Total 90.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

H15.11-15-Kha. Brick Solling Edge - One Sqm Norms H-15-11-15 Kha

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.1 750.00 75 Brick No 75.00 13.61
Unskilled Labour 0.33 530.00 172.25 sand Cum 0.071 868.16
Sub-Total 247.25
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

coursed Rubble masonry - One cum

6-Ka 1-2. In (1:4) cement Mortar Norms-6-ka-1-2
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.50 750.00 1125.00 Cement Kg 159.00 16.03
Unskilled Labour 5.00 530.00 2650.00 sand Cum 0.45 868.16
stone & bond stone Cum 1.10 852.34
Sub-Total 3775.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Chimney Brck Masonry in cement Mortar in ground Floor

C1-5(1) Ka-2 In (1:3) cement Mortar-One cum Norms C1-5(1) Ka-2
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.50 750.0 1125.00 Cement Kg 130.00 16.03
Unskilled Labour 2.20 530.0 1166.00 sand Cum 0.27 868.16
Brick Cum 530.00 13.61
Scafolding @3% of
% 0.03
labour
Sub-Total 2291.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

23
 24

Rate Analysis

Chimney Brck Masonry in cement Mortar in ground Floor

C1-5(1) Ka-2 In (1:4) cement Mortar-One cum Norms C1-5(1) Ka-2
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.50 750.0 1125.00 Cement Kg 100.00 16.03
Unskilled Labour 2.20 530.0 1166.00 sand Cum 0.27 868.16
Brick Cum 560.00 13.61
Scafolding @3% of
% 0.03
labour
Sub-Total 2291.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

5-Ga - 3 In (1:6) cement Mortar-One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.50 750.0 1125.00 Cement Kg 70.00 16.03
Unskilled Labour 2.20 530.0 1166.00 sand Cum 0.30 868.16
Brick Cum 560.00 13.61
Scafolding @3% of
% 0.03
labour
Sub-Total 2291.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Chimney made Brick in cement mortar above Ground Floor

5-Kha -2 In (1:4) cement Mortar-One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.50 750.0 1125.00 Cement Kg 100.00 16.03
Unskilled Labour 2.20 530.0 1166.00 sand Cum 0.28 868.16
Unskilled Labour 0.70 530.0 371.00 Brick Cum 560.00 13.61
Scafolding 3% of labor
0.03
cost
Sub-Total 2662.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

5-Ga - 3 In (1:6) cement Mortar-One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.50 750.0 1125.00 Cement Kg 70.00 16.03
Unskilled Labour 2.20 530.0 1166.00 sand Cum 0.30 868.16
Brick Cum 560.00 13.61
Scafolding @3% of
% 0.03
labour
Sub-Total 2291.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Plain Cement Concrete in foundation using natural river aggregate (By labour)

24
 25

Rate Analysis
7-2-Ga . In (1:3:6) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.00 750.00 750.00 Cement Kg 220.00 16.03
Unskilled Labour 4.00 530.00 2120.00 sand Cum 0.47 868.16
Natural Agg.-10mm Cum 0.00 2494.07
Natural Agg.-40mm Cum 0.65 2985.38
Natural Agg.-20mm Cum 0.24 2985.38
Sub-Total 2870.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

7-2-Gha. In (1:2:4) -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.00 750.00 750.00 Cement Kg 320.00 16.03
Unskilled Labour 4.00 530.00 2120.00 sand Cum 0.45 868.16
Natural Agg.-40mm Cum 0.52 2494.07
Natural Agg.-20mm Cum 0.22 2985.38
Natural Agg.-10mm Cum 0.11 3968
Sub-Total 2870.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Plain Cement Concrete in Super structure using natural river aggregate (By Labour)

7-4-ka. In (1:2:4) -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.80 750.00 600.00 Cement Kg 320.00 16.03
Unskilled Labour 7.00 530.00 3710 sand Cum 0.445 868.162
Natural Agg.-40mm Cum 0.52 2494.07
Natural Agg.-20mm Cum 0.22 2985.38
Natural Agg.-10mm Cum 0.11 3968
Sub-Total 4310.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

7-4-Kha. In (1:1.5:3) -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.80 750.00 600.00 Cement Kg 400.00 16.03
Unskilled Labour 7.00 530.00 3710.00 sand Cum 0.43 868.16
Natural Agg.-20mm Cum 0.57 2985.38
Natural Agg.-10mm Cum 0.29 3968.00
Sub-Total 4310.00
Total of Labour and Material
Contractor's Overhead @15%

Rate per Sqm

Plain Cement Concrete in Foundation using Crushed Aggregate (By labour)

7-2-Ga. In (1:3:6) -One cum

25
 26

Rate Analysis
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.00 750.00 750.00 Cement Kg 220.00 16.03
Unskilled Labour 4.00 530.00 2120.00 sand Cum 0.47 868.162
Crushed Agg.-40mm Cum 0.65 3399.94
Crushed Agg.-20mm Cum 0.24 3470.57
Sub-Total 2870.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

26
 27

Rate Analysis
D1.7-2-gha. In (1:2:4) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.00 750.00 750.00 Cement Kg 320.00 16.03
Unskilled Labour 4.00 530.00 2120.00 sand Cum 0.45 868.16
Crushed Agg.-40mm Cum 0.52 3399.94
Crushed Agg.-20mm Cum 0.22 3470.57
Crushed Agg.-10mm Cum 0.11 3470.57
Sub-Total 2870.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete in Super Structure using Crushed Aggregate (By labour)
D1.7-4-Kha. In (1:2:4) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.80 750.00 600.00 Cement Kg 320.00 16.03
Unskilled Labour 7.00 530.00 3710.00 sand Cum 0.45 868.16
Crushed Agg.-40mm Cum 0.52 3399.94
Crushed Agg.-20mm Cum 0.22 3470.57
Crushed Agg.-10mm Cum 0.11 3470.57
Sub-Total 4310.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

27
 28

Rate Analysis

7-4-Kha. In (1:1.5:3) -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.80 750.00 600.00 Cement Kg 400.00 16.03
Unskilled Labour 7.00 530.00 3710.00 sand Cum 0.425 868.16
Crushed Agg.-20mm Cum 0.57 3470.57
Crushed Agg.-10mm Cum 0.29 3470.57
Sub-Total 4310.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete Foundation natural river aggregate (Using Mixer and Vibratotr)
7-4-Kha. In (1:3:6) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.50 750.00 375.00 Cement Kg 200.00 16.03
Unskilled Labour 3.50 530.00 1855.00 sand Cum 0.47 868.16
Natural Agg.-40mm Cum 0.65 2985.38
Natural Agg.-20mm Cum 0.24 3968.00
Disel liters 3.00 87.89
Petrol liters 0.10 0.00
Mixer hour 0.60 1000.00
Vibrator Needle hour 0.25 100.00
Sub-Total 2230.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete Foundation natural river aggregate (Using Mixer and Vibratotr)
7-4-Kha. In (1:2:4) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.50 750.00 375.00 Cement Kg 320.00 16.03
Unskilled Labour 3.50 530.00 1855.00 sand Cum 0.45 868.16
Natural Agg.-40mm Cum 0.52 2985.38
Natural Agg.-20mm Cum 0.22 3968.00
Natural Agg.-10mm cum 0.11 3968.00
Disel liters 3.00 87.89
Petrol liters 0.10 0.00
Mixer hour 0.60 1000.00
Vibrator Needle hour 0.25 100.00
Sub-Total 2230.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete Suprstructure natural river aggregate (Using Mixer and Vibratotr)
7-4-Kha. In (1:1.5:3) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.50 750.00 375.00 Cement Kg 400.00 16.03
Unskilled Labour 3.50 530.00 1855.00 sand Cum 0.43 868.16
Natural Agg.-40mm Cum 0.57 2985.38

28
 29

Rate Analysis
Natural Agg.-20mm Cum 0.29 3968.00
Disel liters 3.00 87.89
Petrol liters 0.10 0.00
Mixer hour 0.60 1000.00
Vibrator Needle hour 0.25 100.00
Sub-Total 2230.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete Foundation crushed aggregate (Using Mixer and Vibratotr)
7-4-Kha. In (1:3:6) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.50 750.00 375.00 Cement Kg 220.00 16.03
Unskilled Labour 3.50 530.00 1855.00 sand Cum 0.47 868.16
CrushedAgg.-40mm Cum 0.65 3399.94
Crushed Agg.-20mm Cum 0.24 3470.57
Disel liters 3.00 87.89
Petrol liters 0.10 0.00
Mixer hour 0.60 1000.00
Vibrator Needle hour 0.25 100.00
Sub-Total 2230.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete Foundation crushed aggregate (Using Mixer and Vibratotr)
7-4-Kha. In (1:2:4) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.50 750.00 375.00 Cement Kg 320.00 16.03
Unskilled Labour 3.50 530.00 1855.00 sand Cum 0.45 868.16
crushed Agg.-40mm Cum 0.52 3399.94
crushed Agg.-20mm Cum 0.22 3470.57
Crushed Agg.-10mm cum 0.11 3470.57
Disel liters 3.00 87.89
Petrol liters 0.10 0.00
Mixer hour 0.60 1000.00
Vibrator Needle hour 0.25 100.00
Sub-Total 2230.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Plain Cement Concrete Suprstructure crushed aggregate (Using Mixer and Vibratotr)
7-4-Kha. In (1:1.5:3) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.50 750.00 375.00 Cement Kg 400.00 16.03
Unskilled Labour 3.50 530.00 1855.00 sand Cum 0.43 868.16
Crushed Agg.-20mm Cum 0.57 3470.57
Crushed Agg.-10mm Cum 0.29 3470.57
Disel liters 3.00 87.89
Petrol liters 0.10 0.00
Mixer hour 0.60 1000.00

29
 30

Rate Analysis
Vibrator Needle hour 0.25 100.00
Sub-Total 2230.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

20 mm thick Cement Plaster work

12 -4 -Ka. In (1:3) cement Mortar -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.14 750.00 105.00 Cement Kg 9.600 16.03
Unskilled Labour 0.19 530.00 100.70 Sand Cum 0.020 868.16
Sub-Total 205.70
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

12 -4-Kha. In (1:4) cement Mortar -One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.14 750.00 105.00 Cement Kg 8.100 16.03
Unskilled Labour 0.19 530.00 100.70 Sand Cum 0.022 868.16
Sub-Total 205.70
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

12.5 mm thick Cement Plaster work

12 -1-Gha. In (1:3) cement Mortar -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.120 750.00 90.00 Cement Kg 6.250 16.03
Unskilled Labour 0.160 530.00 84.80 Sand Cum 0.0128 868.16
Sub-Total 174.80
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

I1.12 -1-Ga.In (1:4) cement Mortar -One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.120 750.00 90.00 Cement Kg 5.380 16.03
Unskilled Labour 0.160 530.00 84.80 Sand Cum 0.0146 868.16
Sub-Total 174.80
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

14-2-kha. Rulled Pointing (1:2) cement Mortar stone masonry -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.100 750.00 75.00 Cement Kg 4.08 16.03
Unskilled Labour 0.140 530.00 74.20 Sand Cum 0.0057 868.16
Sub-Total 149.20

30
 31

Rate Analysis
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

14-1-kha. Rulled Pointing (1:2) cement Mortar Brick masonry -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.105 750.00 78.75 Cement Kg 2.10 16.03
Unskilled Labour 0.120 530.00 63.60 Sand Cum 0.0029 868.16
Sub-Total 142.35
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

14-8 3mm thick punning - One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.100 750.00 75.00 Cement Kg 5.1800 16.03
Unskilled Labour 0.100 530.00 53.00
Sub-Total 128.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Formwork for beam and slab

8 -3-Ka. Localwood formwork-One sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.37 750.00 281.10 Local wood-6uses Cum 0.0012 42380.40
Unskilled Labour 0.56 530.00 297.97 Nails Kg 0.0417 110.23
Selvage Value 25%
Sub-Total 579.07
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

51Ka. 12mm thick Waterproof Plywood formwork for Beam up to 300mm deep-One sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Waterproof Plywood-6
Skilled labour 0.157 750.00 118.05 sqm 0.1830 990.15
uses
Unskilled Labour 0.236 530.00 125.13 Nails Cum 0.2500 110.23
Local wood - 6 uses Cum 0.0048 42380.40

Tubural Props-15 uses Pc 0.0530 1168.00

Selvage Value 25%

Sub-Total 243.18
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

51Ka. formwork for Beam up to 300mm deep-One sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

31
 32

Rate Analysis
Waterproof Plywood-6
Skilled labour 0.400 750.00 300.00 sqm 0.0000 0.00
uses
Unskilled Labour 0.600 530.00 318.00 Nails Cum 0.2500 110.23
Local wood - 6 uses Cum 0.0012 42380.40

Tubural Props-15 uses Pc 0.0000 1168.00

Selvage Value 25%

Sub-Total 618.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

8-4. 19mm thick Waterproof Plywood formwork for slab-One sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Waterproof Plyboard-
Skilled labour 0.267 750.00 200.25 sqm 0.1650 1312.95
6uses
Unskilled Labour 0.400 530.00 212.00 Nails Cum 0.2500 110.23
Local wood -6 uses Cum 0.0040 42380.40

Tubular props-15uses No 0.0040 1168.00

Selvage Value of 25%

Sub-Total 412.25
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Reinforcement for RCC Work-One Kg

7 - 5 .Cutting, Bending,Placing & Placing according to maps (5-7mm dia.)
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.012 750.00 9.00 Steel Kg 1.05 88.23
Unskilled Labour 0.012 530.00 6.36 Anneled Wire Kg 0.01 112.23
Sub-Total 15.36
Total of Labour and Material
Contractor's Overhead @15%
Rate per Kg

7-5. 8 mm diameter
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.012 750.00 9.00 Steel Kg 1.05 82.23
Unskilled Labour 0.012 530.00 6.36 Anneled Wire Kg 0.01 112.23
Sub-Total 15.36
Total of Labour and Material
Contractor's Overhead @15%
Rate per Kg

7-5Ga. 10 mm diameter
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.012 750.00 9.00 Steel Kg 1.05 81.23
Unskilled Labour 0.012 530.00 6.36 Anneled Wire Kg 0.01 112.23
Sub-Total 15.36
Total of Labour and Material
Contractor's Overhead @15%

32
 33

Rate Analysis
Rate per Kg

7-5Gha. 12 to 25 mm diameter
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.012 750.00 9.00 Steel Kg 1.05 81.23
Unskilled Labour 0.012 530.00 6.36 Anneled Wire Kg 0.01 112.23
Sub-Total 15.36
Total of Labour and Material
Contractor's Overhead @15%
Rate per Kg

Wood Works
10-1. Sal Wood work for chaukhat - One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 34.00 750.00 25500.00 Sal wood Cum 1.10 162458.20
Unskilled Labour 3.40 530.00 1802.00 Hold fast (250mm) Nos 92.00 21.67
Scew Nails Nos 184.00 1.26
Sub-Total 27302.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per cum

10-1. Shisam Wood work for chaukhat - One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 34.00 750.00 25500.00 Sal wood Cum 1.10 151863.10
Unskilled Labour 3.40 530.00 1802.00 Hold fast (250mm) Nos 92.00 21.67
Scew Nails Nos 184.00 1.26
Sub-Total 27302.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per cum

10-2. 38x100mm sal wood pannel door shutter - One Sqm (Size - 1.07x1.982=2.114)
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 10.00 750.00 7500.00 Sal wood Cum 0.084 162458.20
Unskilled Labour 1.00 530.00 530.00 100mm hinze Nos 6.000 31.08
150mm tower bolt Nos 1.000 110.00
300 mm tower bolt Nos 1.000 294.00
300mm Lucking set Set 1.000 420.00
Handel Set 2.000 320.00
Screw Nails LS 50.00
Sub-Total 8030.00
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm

10-2. 38x100mm Shisam Woodpannel door shutter - One Sqm (Size - 1.07x1.982=2.114)
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

33
 34

Rate Analysis
Skilled labour 10.00 750.00 7500.00 Shisam Wood Cum 0.084 151863.10
Unskilled Labour 1.00 530.00 530.00 100mm hinze Nos 6.000 31.08
150mm tower bolt Nos 1.000 110.00
300 mm tower bolt Nos 1.000 294.00
300mm Lucking set Set 1.000 420.00
Handel Set 2.000 320.00
Screw Nails LS 50.00
Sub-Total 8030.00
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm

10-4 38x75mm thick sal wood shutter work with 4mm thick glass- One Sqm (Size - 1.829x1.22=2.23)
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 9.00 750.00 6750.00 Sal wood Cum 0.049 162458.20
Unskilled Labour 0.90 530.00 477.00 75mm hinze Nos 8.000 18.42
3mm thick glass Sqm 1.085 850.27
100mm tower bolt Nos 4.000 53.00
Handel Set 2.000 190.00
Screw Nails LS 50.00
Sub-Total 7227.00
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm

10-9. 38mm thick Sal wood framed shutter with both side 26Gauge plain sheet for - One Sqm (Size -
1.092x2.058=2.245 sqm)
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 7.00 750.00 5250.00 Sal wood Cum 0.035 162458.20
Unskilled Labour 0.70 530.00 371.00 100mm hinze Nos 3.000 31.08
Plain sheet Sqm 4.650 530.14
150mm tower bolt Nos 2.000 110.00
Handel Set 1.000 190.00
Screw Nails LS 50.00
300mm Lucking set Set 1.00 420.00
Sub-Total 5621.00
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm

10-9. 38mm thick sisham wood framed shutter with both side 26Gauge plain sheet for - One Sqm (Size -
1.092x2.058=2.245 sqm)

Labour Material and Equipment

Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 7.00 750.00 5250.00 Sal wood Cum 0.035 151863.10
Unskilled Labour 0.70 530.00 371.00 100mm hinze Nos 3.000 31.08
Plain sheet Sqm 4.650 530.14
150mm tower bolt Nos 2.000 110.00

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Rate Analysis
Handel Set 1.000 190.00
Screw Nails LS 50.00
300mm Lucking set Set 1.00 420.00
Sub-Total 5621.00
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm

35
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Rate Analysis

10-10. 24Gauge wiremesh with Barfi wire in sal wood shutter 38x75mm - One Sqm (Size - 1.092x2.058=2.245 sqm)
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 5.00 750.00 3750.00 Sal wood Cum 0.026 162458.20
Unskilled Labour 0.50 530.00 265.00 100mm hinze Nos 3.000 31.08
24 Gauge wire mesh Sqm 2.130 452.15
150mm tower bolt Nos 2.000 110.00
Barfi zali Sqm 2.130 1183.83
Handel Set 2.000 190.00
Screw Nails LS 50.00
Door Spring Set 1.00 184.00
Sub-Total 4015.00
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm

10-11-Kha. 4mm thick glass fixing wooden listee - One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.06 750.00 45.00 4mm Glass Sqm 1.000 904.07
Unskilled Labour 0.006 530.00 3.18 Wooden Listee meter 4.050 12.00
Nails LS 3.00
Sub-Total 48.18
Total of Labour and Material
Contractor's Overhead @15%
Rate per sqm

Painting Work
13-5.Two cot enamel paint over one coat of primer - One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.12 750.00 90.00 Primer Lit. 0.081 363.23
Unskilled Labour 0.08 530.00 42.40 Enamel Lit. 0.160 513.23
Sub-Total 132.40
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

13-6.Two cot Almuniuml paint -One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.1075 750.00 80.63 Primer Lit. 0.081 323.23
Unskilled Labour 0.1075 530.00 56.98 Almunium paint Lit. 0.108 523.23
Sand paper Nos 0.040 0.60
Sub-Total 137.61
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

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Rate Analysis

13-4.KhaTwo cot watet proof cement paint on new surface -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.0500 750.00 37.50 Cement paint Kg 0.485 70.23
Unskilled Labour 0.0500 530.00 26.50
Sub-Total 64.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

13-4.Ka One coat watet proof cement paint on new surface -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.0170 750.00 12.75 Cement paint Kg 0.300 70.23
Unskilled Labour 0.0170 530.00 9.01
Sub-Total 21.76
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

13-3 GaTwo cot Distemper giving uniform colour on old surface -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.0180 750.00 13.50 Primer Kg 0.000 383.00
Unskilled Labour 0.0180 530.00 9.54 Distemper Kg 0.0500 245.00
Sub-Total 23.04
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

J5-13-5ka,kha,ga-.Two coat of whasable distemper paint over one coat of primer - One Sqm Norms 13-5Ka
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.120 750.00 90.00 cement Primer Lit. 0.081 383.23

Unskilled Labour 0.080 530.00 42.40 whashable distemper Lit. 0.160 248.23

Sub-Total 132.40
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

11-1kha . 38mm thick PCC in (1:2:4) with cement punning for flooring works - One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.125 750.00 93.75 Cement Kg 13.000 16.03
Unskilled Labour 0.200 530.00 106.00 Sand Cum 0.018 868.16
12mm Aggregate Cum 0.036 3470.57
Sub-Total 199.75
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

b) 50mm thick PCC (1:2:4) flooring work with neat cement finishing. - One sqm. G.Norms-11-1-ga
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.125 750.00 93.75 Cement Kg 17.000 16.03

37
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Rate Analysis
Unskilled Labour 0.250 530.00 132.50 sand Cum 0.023 868.16
Natural Agg.-20mm Cum 0.046 3399.94
Sub-Total 226.25
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

11-20. 120x6mm skirting in cement sand mortar (1:1} - One Rm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.100 750.00 75.00 Cement Kg 3.3600 16.03
Unskilled Labour 0.100 530.00 53.00 Sand Cum 0.0023 868.16
Sub-Total 128.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm
Rate per Rm 1m=2x.12=.24sqm

10-11-Kha. mosquito proof wiremesh fixing with wooden listee - One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
mosquito proof
Skilled labour 0.06 750.00 45.00 Sqm 1.000 452.15
wiremesh
Unskilled Labour 0.006 530.00 3.18 Wooden Listee meter 4.050 12.00
Nails LS 3.00
Sub-Total 48.18
Total of Labour and Material
Contractor's Overhead @15%
Rate per sqm

Dismentalling of structures
19.2 Dismentalling of cement mortared masonry and dispoal up to 10m- One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 2.120 530.00 1123.60 Tools and Plants- 3% 0.030
Sub-Total 1123.60
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

19.3 Dismentalling of RCC and RBC structure and dispoal up to 10m- One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 11.000 530.00 5830.00 Tools and Plants- 3% 0.030
Sub-Total 5830.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

19.4 Dismentalling of RCC and PCC structure and dispoal up to 10m - One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Unskilled Labour 4.00 530.00 2120.00 Tools and Plants- 3% 0.030

Sub-Total 2120.00
Total of Labour and Material

38
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Rate Analysis
Contractor's Overhead @15%
Rate per Cum

19.4 Dismentalling of Cement plaster structure and dispoal up to 10m - One sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.108 530.00 57.24 Tools and Plants- 3% 0.030
Sub-Total 57.24
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

19.4 Dismentalling of Brick soling up to 10m - One sqm.

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.16 530.00 84.80 Tools and Plants- 3% 0.030

Sub-Total 84.80
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

24-6. GI wire fixing with - One rm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.0108 750.00 8.07 GI wire rm 1.100 11.00
Unskilled Labour 0.0538 530.00 28.51 Nails,binder L.S
Sub-Total 36.58
Total of Labour and Material
Contractor's Overhead @15%
Rate per sqm

Providing and laying Glazed Ceramic tile(Skid) on wall 1:3cemet mortar base in perfect line and level all complete . Per sqm
Material and
Labour
Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.3 750.00 975.00 cement Kg 13.00 16.03
Unskilled Labour 0.45 530.00 238.50 sand Cum 0.029 609.72
White Glazed tile Sqm 1.1 656.36

Sub-Total 1213.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Construction of Sub-base (Loose Gravelling) For Manual works

Class I Grading [CBR=30%] - One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 868.16
Unskilled Labour 1.050 530.00 556.50

Sub-Total 560.25
Total of Labour and Material
Contractor's Overhead @15%

39
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Rate Analysis
Rate per Cum

37. Preparation of granular bedding for pipe with granular material-One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 Granular material Cum 1.10 868.16
Unskilled Labour 1.00 530.00 530.00 Water Cum 0.10 91.67
Sub-Total 530.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

41.Supply, Laying, Fitting, fixing of Hume pipe-one meter

41a. 300 mm dia
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Skilled labour 0.02 750.00 15.00 NP3 pipe-300 mm dia meter 1.00 3370.25

Unskilled Labour 0.10 530.00 53.00 Cement Kg 0.75 16.03

jute Kg 1.00 90.23
Sub-Total 68.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm
41b. 450 mm dia
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.02 750.00 15.00 NP3 pipe-450 mm dia meter 1.00 5236.85
Unskilled Labour 0.10 530.00 53.00 Cement Kg 0.75 16.03
jute Kg 1.00 90.23
Sub-Total 68.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

41c. 600 mm dia

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.05 750.00 37.50 NP3 pipe-600 mm dia meter 1.00 6896.05
Unskilled Labour 0.20 530.00 106.00 Cement Kg 2.00 16.03
jute Kg 2.00 90.23
Sub-Total 143.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

41e. 900 mm dia

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.15 750.00 112.50 NP3 pipe-900 mm dia meter 1.00 11510.70
Unskilled Labour 0.50 530.00 265.00 Cement Kg 4.50 16.03
jute Kg 3.00 90.23
Sub-Total 377.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

Porsilina glazed tile in (1:4) Cement sand G.Norms-11-7

a) For Floor - One sqm.
Labour Material and Equipment

40
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Rate Analysis
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.30 750.00 975.00 Porsilina glazed tile Sqm 1.100 688.87
Unskilled Labour 0.45 530.00 238.50 Cement Kg 5.600 16.03
sand Cum 0.015 868.16
White Cement Cum 0.323 35.23
Sub-Total 1213.50

Rate per Cum

Porsilina glazed tile in (1:4) Cement sand G.Norms-11-7

a) For Wall - One sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.30 750.00 975.00 Porsilina glazed tile Sqm 1.100 742.67
Unskilled Labour 0.45 530.00 238.50 Cement Kg 5.600 16.03
sand Cum 0.015 868.16
White Cement Cum 0.323 35.23
Sub-Total 1213.50

Rate per Cum

a) 26 gauge ,37mm thickMedium class CGI Sheet for roof Sada sheet - for One Sqm
G. Norms-9 -1

Labour Material and Equipment

Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.110 750.00 82.50 CGI sheet (24 - 26 guage) Sqm. 1.20 402.85
Unskilled Labour 0.125 530.00 66.25 Nutbolt 8 mm. No. 3.00 2.60
J-hook Nos. 2.50 11.21
Bituminwasher Nos. 5.50 0.89

Sub-Total 148.75
Contractor's Overhead @15%
Rate per Sqm.

b) CGI Sada plane Sheet for Ridge - sqm G. Norms-9 -2

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.110 750.00 82.50 CGI plane Sheet Sqm 1.20 475.88
Unskilled Labour 0.125 530.00 66.25 Nutbolt 8 mm. No. 3.00 2.60

Sub-Total 148.75
Rate per Rm.

a) 26 gauge ,37mm thickMedium class CGI Sheet for roof colour sheet - for One Sqm G. Norms-9 -1

Labour Material and Equipment

Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.110 750.00 82.50 CGI sheet (24 - 26 guage) Sqm. 1.20 544.65
Unskilled Labour 0.125 530.00 66.25 Nutbolt 8 mm. No. 3.00 2.60
J-hook Nos. 2.50 11.21
Bituminwasher Nos. 5.50 0.89
Sub-Total 148.75

Contractor's Overhead @15%

41
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Rate Analysis
Rate per Sqm.

b) CGI colour plane Sheet for Ridge - sqm G. Norms-9 -2

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.110 750.00 82.50 CGI plane Sheet Sqm 1.20 610.09
Unskilled Labour 0.125 530.00 66.25 Nutbolt 8 mm. No. 3.00 2.60

Sub-Total 148.75

Contractor's Overhead @15%

Rate per Rm.

Boring of Tube well with 40 mm GI pipe- By Hammwring method

0 to 2.5 meter Depth
Labour Material
Category Mandays Rate Amount Type Unit Quantity Rate
Head Mistry 0.25 750.00 187.50
Mistry 0.50 750.00 375.00 Tools and Plants 5%
Helper 1.00 530.00 530.00
Labour for pumping 4.00 0.00
Sub-Total 1092.50
Total of Labour and Material Cost
Overhead cost @15%
Total NRs
Per Metetr Cost NRs

2.5 to 5.0 meter Depth

Labour Material
Category Mandays Rate Amount Type Unit Quantity Rate
Head Mistry 0.25 750.00 187.50
Mistry 0.75 750.00 562.50 Tools and Plants 5%
Helper 1.50 530.00 795.00
Labour for pumping 3.00 0.00
Sub-Total 1545.00
Total of Labour and Material Cost
Overhead cost @15%
Total NRs
Per Metetr Cost NRs

5 to 7.5 meter Depth

Labour Material
Category Mandays Rate Amount Type Unit Quantity Rate
Head Mistry 0.25 750.00 187.50
Mistry 1.00 750.00 750.00 Tools and Plants 5%
Helper 2.00 530.00 1060.00
Labour for pumping 4.00 0.00
Sub-Total 1997.50
Total of Labour and Material Cost
Overhead cost @15%
Total NRs
Per Metetr Cost NRs

Lowering,Jointing, Installation of casing Pipe,PVE pipe,well screen,sand trap,fitting head and packing with coarse sand around the well
Labour Material
Category Mandays Rate Amount Type Unit Quantity Rate

42
 43

Rate Analysis
Skilled labour 0.50 730.00 365.00 Sand cum 0.150 382.95
Unslilled labour 510.00 0.00 Aggregate cum 0.100 2817.01
Cement Kg 25.000 9.57
Sub-Total 365.00
Total of Labour and Material Cost
Overhead cost @15%
Total NRs

2. Earthwork in excavation for road way, Drain and structure Foundation

2a. Ordinary Soil-One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.5 530.00 265.00 T&P 3%
Sub-Total 265.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

2. Earthwork in excavation for Embankment road way, Filling work

2a. Ordinary Soil-One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.7 530.00 371.00 T&P 3%
Sub-Total 371.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

2c. Marshy Soil -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 1.00 530.00 530.00 T&P 3%
Sub-Total 530.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Construction of Roadway Embankment by local fill material

Soft Soil Excavating and loading by Excavator -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Hudraulic Excavator UP
Skilled labour 0.00
to 0.63 m3 Capacity
Hour 0.0116 1800.00
Unskilled Labour 0.25 530.00 132.50 Fuel (Diesel) Lit. 0.1160 0.00
Sub-Total 132.50
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

3. Earthwork in Back filling behind structure with compaction

3a. Ordinary Soil with compaction by rammer-One cum DoR 2.12-(2

43
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Rate Analysis
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.50 530.00 265.00 T&P 3%
Sub-Total 265.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

4. Dry Stone Soling on prepared bedding -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 Boulder Cum 1.1 885.84
Unskilled Labour 1.00 530.00 530.00
Sub-Total 530.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

5. Stone Soling with spalls/sand -One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 Stone Cum 1.10 885.84
Unskilled Labour 1.25 530.00 662.50 River spalls/sand Cum 0.25 838.36
Sub-Total 662.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

6. Construction of Roadway Embankment by local fill material

6a. With compaction by 8-10 Roller -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 T&P 3%
Unskilled Labour 0.75 530.00 397.5 Roller Hour 0.017 550.00
Fuel (DoR) Hour 0.120 100.50
Water (DoR) Kl 0.080 91.67
Sub-Total 397.50
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

6b Natural compaction-One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 T&P 3%
Unskilled Labour 0.75 530.00 397.50
Sub-Total 397.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

44
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Rate Analysis
6c Roadway construction with imported fill material (natural Compaction)-One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 Imported fill material cum 1.10 271.74
Unskilled Labour 0.25 530.00 132.50
Sub-Total 132.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

6d Roadway construction with imported fill material Compaction by roller)-One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 Imported fill material cum 1.100 271.74
Unskilled Labour 0.25 530.00 132.50 Roller hour 0.017 550.00
Fuel (DoR) Hour 0.12 100.50
Water (DoR) Kl 0.080 91.67
Sub-Total 132.50
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

17. 20mm thick Cement Plaster work

17a.In (1:4) cement Mortar -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.14 750.00 105.00 Cement Kg 8.100 0.00
Unskilled Labour 0.19 530.00 100.70 Sand Cum 0.022 838.36
Sub-Total 205.70
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

18. 12.5 mm thick Cement Plaster work

118a.In (1:3) cement Mortar -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.135 750.00 101.25 Cement Kg 4.630 0.00
Unskilled Labour 0.150 530.00 79.50 Sand Cum 0.0138 838.36
Sub-Total 180.75
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

18b.In (1:4) cement Mortar -One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.136 750.00 102.00 Cement Kg 3.630 0.00
Unskilled Labour 0.150 530.00 79.50 Sand Cum 0.0146 838.36
Sub-Total 181.50
Total of Labour and Material
Contractor's Overhead @15%

45
 46

Rate Analysis
Rate per Sqm

20.Formwork for beam and slab erection and removal -One sqm
20a. Local wood
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.125 750.00 93.75 Local wood Cum 0.0125 42384.00
Unskilled Labour 0.175 530.00 92.75 Nails kg 0.2500 124.58
Selvage Value 25%
Sub-Total 186.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

20b. 19mm Water proof plywoodl -One sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Skilled labour 0.125 750.00 93.75 water proof ply-12mm Cum 0.2000 0.00

Unskilled Labour 0.175 530.00 92.75 Nails kg 0.3500 124.58

Local wood Cum 0.0083 42384.00
Selvage Value 25%
Sub-Total 186.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

22. Reinforcement for RCC Work-One Kg

22a. 4.75 and 7 mm dia
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.007 750.00 5.25 Steel Kg 1.05 99.72
Unskilled Labour 0.007 530.00 3.71 Anneled Wire Kg 0.01 126.84
Sub-Total 8.96
Total of Labour and Material
Contractor's Overhead @15%
Rate per Kg

22ba. 8 m diameter
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.007 750.00 5.25 Steel Kg 1.05 97.46
Unskilled Labour 0.007 530.00 3.71 Anneled Wire Kg 0.01 126.84
Sub-Total 8.96
Total of Labour and Material
Contractor's Overhead @15%
Rate per Kg

22c.. 10 mm diameter
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.007 750.00 5.25 Steel Kg 1.05 95.20
Unskilled Labour 0.007 530.00 3.71 Anneled Wire Kg 0.01 126.84
Sub-Total 8.96
Total of Labour and Material

46
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Rate Analysis
Contractor's Overhead @15%
Rate per Kg

22c. 12 to 25 mm diameter
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.007 750.00 5.25 Steel Kg 1.05 95.20
Unskilled Labour 0.007 530.00 3.71 Anneled Wire Kg 0.01 126.84
Sub-Total 8.96
Total of Labour and Material
Contractor's Overhead @15%
Rate per Kg

23. Preparation of subgrade

23a. New Subgrade- One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.050 530.00 26.50 T&P 3%
Sub-Total 26.50 3%
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

23b. Existing Subgrade including Rolling - One Cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 0.100 530.00 53.00 T&P 3%
Sub-Total 53.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

24. Construction of Sub-base with watering and Rolling

24a. Class I Grading [CBR=30%] - One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 0.00
Unskilled Labour 0.040 530.00 21.20 Grader Hour 0.02 0.00
Loader Hour 0.01 0.00
binding clay/ laterite Cum 0.12 271.74
Water Bowser Hour 0.038 0.00
Vibrater Rollar Hour 0.022 0.00
Diesel @ 7 lit/Hour Liter 0.792 100.50
Sub-Total 24.95
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

24b. Class II Grading [CBR=25%] - One Cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 830.05

47
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Rate Analysis
Unskilled Labour 0.040 530.00 21.20
binding clay/ laterite Cum 0.12 271.74
Water Cum 0.070 91.67
8-10 Ton Roller Hour 0.09 550.00
Diesel @7lit/Hour Liter 0.792 100.50
Sub-Total 24.95
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum
24c. Class III Grading [CBR=20%] - One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 830.05
Unskilled Labour 0.040 530.00 21.20
binding clay/ laterite Cum 0.120 271.74
Water Cum 0.070 91.67
8-10 Ton Roller Hour 0.090 550.00
Diesel @7lit/Hour Liter 0.792 100.50
Sub-Total 24.95
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

25. Construction of Sub-base (Loose Gravelling)

25a. Class I Grading [CBR=30%] - One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 830.05
Unskilled Labour 1.050 530.00 556.50

Sub-Total 560.25
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

25b. Class II Grading [CBR=25%] - One Cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 830.05
Unskilled Labour 1.050 530.00 556.50

Sub-Total 560.25
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

25c. Class III Grading [CBR=20%] - One Cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

48
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Rate Analysis
Skilled labour 0.005 750.00 3.75 Gravel-(40-70mm) Cum 1.28 830.05
Unskilled Labour 1.050 530.00 556.50

Sub-Total 560.25
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

25d. Loosening of existing Sub-base and Recambering - One sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 Tools and Plants 3%
Unskilled Labour 0.200 530.00 106.00
Sub-Total 106.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

26.Construction of Water Bound Macadam (GradingIII)-One Cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.250 750.00 187.50 Aggregate-40mm Cum 1.20 0.00
Unskilled Labour 2.150 530.00 1139.50 Aggregate-5-10mm Cum 0.11 0.00
screenings/dust Cum 0.20 0.00
8-10 ton Roller hour 0.09 0.00
Diesel- @ 7 lit/hr lit 0.63 100.50
Water Cum 0.09 91.67
Sub-Total 1327.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

24. Construction of Sub-base with watering and Rolling

24a. Class I Grading [CBR=30%] - One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.0050 750.00 3.75 Subbase-(40-70mm) Cum 1.2800 0.00
Unskilled Labour 0.0400 530.00 21.20 Grader Cum 0.0220 0.00
Loder Cum 0.0110 0.00
Water bouser Cum 0.0380 0.00
Vibrating Roller Cum 0.0220 0.00
Diesel Hour 0.7920 0.00
Binding clay Cum 0.1200 0.00
Sub-Total 24.95
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

Scarifying graveled Road surface up to depth of 270 mm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

49
 50

Rate Analysis
Unskilled Labour 0.000 530.00 0.00 Deisel (DOR) Ltrs 0.0544 0.00
Sub-Total 0.00 Motor Grader Hrs 0.0034 0.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

10. Square Rubble-Coursed Rubble masonry (First sort)

10b. In (1:4) cement Mortar-One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 2.75 750.00 2062.50 Cement Kg 116.00 0.00
Unskilled Labour 6.24 530.00 3307.2 sand Cum 0.47 0.00
stone Cum 1.30 0.00
Sub-Total 5369.70
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

16. Plain Cement Concrete in Super structure using natural river aggregate
16a. In (1:2:4) -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.66 750.00 495.00 Cement Kg 320.00 0.00
Unskilled Labour 3.31 530.00 1754.3 sand Cum 0.44 0.00
Natural Agg.-40mm Cum 0.52 0.00
Natural Agg.-20mm Cum 0.22 0.00
Natural Agg.-10mm Cum 0.11 0.00
Sub-Total 2249.30
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

31. 50 mm Semigrouting for patchwork - One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.150 750.00 112.50 Bitumen Kg 3.500 70.28
Unskilled Labour 530.00 0.00 Firewood kg 7.200 10.00
12-38mm down agg Cum 0.075 3005.31
Roller Hr 0.010 550.00
Diesel- @ 7 lit/hr Lit 14.000 100.50
Kerosin oil ls 0.700 94.00
Sub-Total 112.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

32.100 mm Semigrouting for patchwork - One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.200 750.00 150.00 Bitumen Kg 6.000 70.28
Unskilled Labour 530.00 0.00 Firewood kg 10.800 10.00

50
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Rate Analysis
12-38mm down agg Cum 0.075 3005.31
Roller Hr 0.010 550.00
Diesel- @ 7 lit/hr Lit 14.000 100.50
Kerosin oil ls 1.200 94.00
Sub-Total 150.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

33.Supply and Laying of bitumenous binder for first layer of Otta seal- 10 Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 Bitumen Kg 16.510 70.28
Unskilled Labour 0.15 530.00 79.50 Firewood kg 7.000 10.00
Bitumen distributor Hr 0.037 1300.00
kerosene oil lit 1.990 94.00
Diesel- @ 7lit/hr Lit 0.259 100.50
Sub-Total 79.50
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per Sqm
Rate per Kg
Binder for first coat Otta Seal is taken as 18 L/10 sqm inclusing westage
For MC 3000 add 9% in average kerosene on 80/100 grade bitumen +0.50 liter additional

34.Supply and Laying of bitumenous binder for seal coat for single seal Otta seal- 10 Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 Bitumen Kg 7.340 70.28
Unskilled Labour 0.15 530.00 79.50 Firewood kg 3.000 10.00
Bitumen distributor Hr 0.015 1300.00
kerosene oil lit 0.910 94.00
Diesel- @ 7 lit/hr Lit 0.090 100.50
Sub-Total 79.50
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm
Rate per Kg
Binder for first coat Otta Seal is taken as 8 L/10 sqm inclusing westage
For MC 3000 add 9% in average kerosene on 80/100 grade bitumen +0.25 liter additional
35.Supply, Laying and compaction of aggregate 16mm down for single seal of Otta seal-10Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 16mm down aggregate Cum 0.160 2661.89
Unskilled Labour 0.25 530.00 132.50 PT Roller >12 Ton Hr 0.131 1200.00
Diesel- @ 7 lit/hr Lit 0.917 100.50
Sub-Total 132.50
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm
Rate per Kg

51
 52

Rate Analysis
For DBST 6 passes is required for two days=12 passes (Roller input 0.07 hour as per Norms 15(20)
For Otta Seal 15 passes is required for 3 days=45 passes
Hence Roller input for first coat of Otta Seal=0.07/12x45=.131 hour
dendity og river bed aggrigate16 mm down=2000 kg per cum

36.Supply, Laying and compaction of sand/crusher dust for seal coat of Otta seal-10Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 6mm down aggregate Cum 0.120 2661.89
Unskilled Labour 0.25 530.00 132.50 PT Roller >12 Ton Hr 0.131 1200.00
Diesel- @ 7 lit/hr Lit 0.917 100.50
Sub-Total 132.50
Total of Labour and Material
Contractor's Overhead @15%
Total
Rate per sqm
Rate per Kg
For DBST 6 passes is required for two days=12 passes (Roller input 0.07 hour as per Norms 15(20)
For Otta Seal 15 passes is required for 3 days=45 passes
Hence Roller input for first coat of Otta Seal=0.07/12x45=.131 hour
dendity og river bed aggrigate16 mm down=2000 kg per cum

37. Fabrication of Gabion Boxes Medium Zinc Coater GI Wire Hexagonal Mesh 100x120 Including rolling, cutting, weaving, assembling, placing in p
stretching, packing with stone and binding all complete
37a. Box Size-2x1x1 44-1-Bii/4
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.39 750.00 292.50 Mesh Wire-10SWG Kg 23.43 108.76

Unskilled Labour 0.20 530.00 106.00 Selvage Wire-8 SWG Kg 2.40 108.76
Assembling- [44.2-i]
Unskilled Labour 0.09 530.00 47.70 Binding wire-12SWG Kg 0.95 107.63
Stone Packing -[45]
Skilled labour 0.60 750.00 450.00 Stone Cum 2.20 885.84
Unskilled Labour 1.50 530.00 795.00
Sub-Total 1691.20
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

37b. Box Size-3x1x1 44-1-Bii/4

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.57 750.00 427.50 Mesh Wire-10SWG Kg 34.08 108.76

Unskilled Labour 0.28 530.00 148.40 Selvage Wire-8 SWG Kg 3.36 108.76
Assembling- [44.2-i]
Unskilled Labour 0.13 530.00 68.90 Binding wire-12SWG Kg 1.30 107.63
Stone Packing -[45]
Skilled labour 0.90 750.00 675.00 Stone Cum 3.30 885.84
Unskilled Labour 2.25 530.00 1192.50
Sub-Total 2512.30 42.04 1210.99

52
 53

Rate Analysis
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

37c. Box Size-2x1x0.5 44-1-Bii/4

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.27 750.00 202.50 Mesh Wire-10SWG Kg 15.97 108.76

Unskilled Labour 0.13 530.00 68.90 Selvage Wire-8 SWG Kg 2.04 108.76
Assembling- [44.2-i]
Unskilled Labour 0.07 530.00 37.10 Binding wire-12SWG Kg 0.70 107.63
Stone Packing -[45]
Skilled labour 0.30 750.00 225.00 Stone Cum 1.10 885.84
Unskilled Labour 0.75 530.00 397.50
Sub-Total 931.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

37d. Box Size-3x1x0.5 44-1-Bii/4

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.39 750.00 292.50 Mesh Wire-10SWG Kg 23.43 108.76

Unskilled Labour 0.20 530.00 106.00 Selvage Wire-8 SWG Kg 2.88 108.76
Assembling- [44.2-i]
Unskilled Labour 0.09 530.00 47.70 Binding wire-12SWG Kg 0.95 107.63
Stone Packing -[45]
Skilled labour 0.45 750.00 337.50 Stone Cum 1.65 885.84
Unskilled Labour 1.13 530.00 596.25
Sub-Total 1379.95
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

27h. Box Size-1.5x1x1 44-1-Bii/44-2-i/45+Inter

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.39 750.00 292.50 Mesh Wire-10SWG Kg 21.09 108.76

Unskilled Labour 0.20 530.00 106.00 Selvage Wire-8 SWG Kg 2.58 108.76
Assembling- [44.2-i]
Unskilled Labour 0.07 530.00 37.10 Binding wire-12SWG Kg 0.83 107.63
Stone Packing -[45]
Skilled labour 0.45 750.00 337.50 Stone Cum 1.65 885.84
Unskilled Labour 1.13 530.00 596.25
Sub-Total 1369.35
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

27h. Box Size-3x1x0.30 44-1-Bii/4

Labour Material and Equipment

53
 54

Rate Analysis
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.32 750.00 240.00 Mesh Wire-10SWG Kg 19.17 108.76

Unskilled Labour 0.16 530.00 84.80 Selvage Wire-8 SWG Kg 2.69 108.76
Assembling- [44.2-i]
Unskilled Labour 0.09 530.00 47.70 Binding wire-12SWG Kg 0.90 107.63
Stone Packing -[45]
Skilled labour 0.27 750.00 202.50 Stone Cum 0.99 885.84
Unskilled Labour 0.68 530.00 357.75
Sub-Total 932.75
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

Box Size-2x1x0.30 44-1-Bii/4

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

Mesh Weaving-[44.1-B]

Skilled labour 0.22 750.00 165.00 Mesh Wire-10SWG Kg 21.09 108.76

Unskilled Labour 0.11 530.00 58.30 Selvage Wire-8 SWG Kg 2.58 108.76
Assembling- [44.2-i]
Unskilled Labour 0.06 530.00 31.80 Binding wire-12SWG Kg 0.83 107.63
Stone Packing -[45]
Skilled labour 0.18 750.00 135.00 Stone Cum 0.66 885.84
Unskilled Labour 0.45 530.00 238.50
Sub-Total 628.60
Total of Labour and Material
Contractor's Overhead @15%
Rate per Box

37. Preparation of granular bedding for pipe with granular material-One Cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 Granular material Cum 1.10 838.36
Unskilled Labour 1.00 530.00 530.00 Water Cum 0.10 91.67
Sub-Total 530.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

V. Cutting and Removing of Bomboo trees

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Unskilled Labour 2.800 530.00 1484.00 Tools and Plants 3.00%
Sub-Total 1484.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

3 mm. thick Cement punning work. G.Norms-11-(20)

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.10 750.00 75.00 Cement Kg 5.320 16.03
Unskilled Labour 0.10 530.00 53.00 sand Cum
Natural Agg.-20mm Cum

54
 55

Rate Analysis
Sub-Total 128.00
Rate per Cum

Roofing work
a) CGI Sheet for roof - for One Sqm G. Norms-9 -1
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.110 750.00 82.50 CGI sheet (24 - 26 guage) Sqm. 1.20 402.85
Unskilled Labour 0.125 530.00 66.25 Nutbolt 8 mm. No. 3.00 2.60
J-hook Nos. 2.50 22.21
Bituminwasher Nos. 5.50 1.01

Sub-Total 148.75
Contractor's Overhead @15%
Rate per Sqm.

b) CGI plane Sheet for Ridge - for One meter G. Norms-9 -2

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.200 750.00 150.00 CGI plane Sheet mtr. 1.20 392.15
Unskilled Labour 0.300 530.00 159.00 Nutbolt 8 mm. No. 8.00 9.81

Sub-Total 309.00
Rate per Rm.

a) Shisam wood work for doors and windows chaukhat - One cum.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 34.00 750.00 25500.00 Shisam wood Cum 1.100 151876.00
Unskilled Labour 3.40 530.00 1802.00 Hold fast Nos. 92.000 29.70
Screw nail Nos 184.000 1.30
Sub-Total 27302.00
Rate per Cum

b) 38mm Thick sal wood frame for panelld shutter size 1.08*1.982=2.114sqm. - One sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 4.73 750.00 3547.78 Sal wood Cum 0.040 162472.00
Unskilled Labour 0.47 530.00 250.71 100mm hings Nos. 2.838 35.12
150mm t/b stl (chheskinee) Nos. 0.473 124.30
300mm t/b stl (Chhiskinee) Nos. 0.473 332.22
250mm lc.set stl Nos. 0.473 474.60
Handle 6" stl Nos. 0.946 47.46
Screw nail Nos 23.652 1.30
Sub-Total 3798.49
Rate per Sqm.

b) 38mm thick shisam wood frame for panelld shutter size 1.08*1.982=2.114sqm.-Onesqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 4.73 750.00 3547.78 Shisam wood Cum 0.040 151876.00
Unskilled Labour 0.47 530.00 250.71 100mm hings Nos. 2.838 35.12

55
 56

Rate Analysis
150mm t/b stl (Chhiskinee) Nos. 0.473 124.30
300mm t/b stl Chhiskinee) Nos. 0.473 332.22
250mm lc.set stl Nos. 0.473 474.60
Handle 6" stl Nos. 0.946 47.46
Screw nail Nos 23.652 1.30
Sub-Total 3798.49
Rate per Sqm.

Plain Cement Concrete in D.P.C. work using natural river aggregate

a) 38mm Thick (1:2:4) casting work with DPC powder .One Sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.10 750.00 75.00 Cement Kg 12.000 0.00
Unskilled Labour 0.20 530.00 106.00 sand Cum 0.017 838.36
Natural Agg.-12mm Cum 0.034 3561.08
DPC powder Kg 0.288 275.28
Sub-Total 181.00
Rate per Cum
Plain Cement Concrete in Flooring work using natural river aggregate G.Norms-11-1-Kha
a) 38mm thick PCC (1:2:4) flooring work with neat cement finishing. - One sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.13 750.00 93.75 Cement Kg 13.000 16.03
Unskilled Labour 0.20 530.00 106.00 sand Cum 0.018 838.36
Natural Agg.-12mm Cum 0.036 3561.08
Sub-Total 199.75
Rate per Cum

b) 50mm thick PCC (1:2:4) flooring work with neat cement finishing. - One sqm. G.Norms-11-1-ga
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.13 750.00 93.75 Cement Kg 17.000 16.03
Unskilled Labour 0.25 530.00 132.50 sand Cum 0.023 838.36
Natural Agg.-20mm Cum 0.046 2661.89
Sub-Total 226.25
Rate per Cum

Water proof cement paint painting work G.Norms-13-4-ka&kha

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
for one coat
Skilled labour 0.017 750.00 12.75 W/P cement Kg 0.300 79.38
Unskilled Labour 0.017 530.00 9.01
Sub-Total 21.76
Rate per sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
for two coat
Skilled labour 0.05 750.00 37.50 W/P cement Kg 0.485 79.38
Unskilled Labour 0.05 530.00 26.50
Sub-Total 64.00
Rate per sqm.
Rate per sqm for 1 & 2 coat

56
 57

Rate Analysis
Ready made enamel paint painting work - One sqm.
a) One coat in old surface excluding primer coat. G.Norms-13-5-ka, kha & ga.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.05 750.00 37.50 Enamel paint Lit. 0.090 579.97
Unskilled Labour 0.02 530.00 10.60
Sub-Total 48.10
Rate per sqm.

b) Two coat in new surface including primer coat.

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.12 750.00 90.00 Wood primer Lit. 0.081 410.47
Unskilled Labour 0.08 530.00 42.40 Enamel paint Lit. 0.160 579.97
Sub-Total 132.40
Rate per sqm.

Two Coat aluminium paint over primer coat - One sqm. G.Norms-13-6
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.108 750.00 80.63 Metal primer Lit. 0.081 365.27
Unskilled Labour 0.108 530.00 56.98 Alumin.paint Lit. 0.108 591.27
Sand paper Nos 0.040 6.92
Sub-Total 137.60
Rate per sqm.

18. 12.5 mm thick Cement Plaster work for Celling

a) In (1:3) cement Mortar -One Sqm
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.120 750.00 90.00 Cement Kg 6.250 0.00
Unskilled Labour 0.160 530.00 84.80 Sand Cum 0.0128 838.36
Add25 % of Unskilled
0.040 530.00 21.20
Labour for Celling
Sub-Total 196.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

b) In (1:4) cement Mortar -One Sqm

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 0.120 750.00 90.00 Cement Kg 5.380 0.00
Unskilled Labour 0.160 530.00 84.80 Sand Cum 0.0146 838.36
Add25 % of Unskilled
0.040 530.00 21.20
Labour for Celling
Sub-Total 196.00
Total of Labour and Material
Contractor's Overhead @15%
Rate per Sqm

2-42. Sand filling with water & compaction by labour -One cum G-Norms-11
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate

57
 58

Rate Analysis
Unskilled Labour 0.65 530.00 344.50 Sand Cum 1.10 838.36
Sub-Total 344.50
Total of Labour and Material
Contractor's Overhead @15%
Rate per Cum

Porsilina glazed tile in (1:4) Cement sand G.Norms-11-7

a) For Floor - One sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.30 750.00 975.00 Porsilina glazed tile Sqm 1.100 742.72
Unskilled Labour 0.45 530.00 238.50 Cement Kg 5.600 16.03
sand Cum 0.015 868.16
White Cement Cum 0.323 35.23
Sub-Total 1213.50
Rate per Cum

Porsilina glazed tile in (1:4) Cement sand G.Norms-11-7

a) For Wall - One sqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 1.30 750.00 975.00 Porsilina glazed tile Sqm 1.100 688.92
Unskilled Labour 0.45 530.00 238.50 Cement Kg 5.600 16.03
sand Cum 0.015 838.36
White Cement Cum 0.323 35.28
Sub-Total 1213.50
Rate per Cum

b) 38mm Thick sal wood frame for G.I. plane Sheet shutter size 1.092x2.058=2.245sqm. - Onesqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 3.12 750.00 2338.53 Sal wood Cum 0.015 162472.00
Unskilled Labour 0.31 530.00 165.26 100mm hings Nos. 1.336 35.12
150mm t/b stl (chheskinee) Nos. 0.891 124.30
Mortis lock Nos. 0.445 332.22
G.I. plane sheet Sqm 2.071 433.49
Handle 6" stl Nos. 0.445 47.46
Screw nail Nos 22.272 1.30
Sub-Total 2503.79
Rate per Sqm.

C) 38mm Shisam wood frame for G.I. plane Sheet shutter size 1.092x2.058=2.245sqm. - Onesqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 3.12 750.00 2338.53 Shisam wood Cum 0.015 0.00
Unskilled Labour 0.31 530.00 165.26 100mm hings Nos. 1.336 35.12
150mm t/b stl (chheskinee) Nos. 0.891 124.30
Mortis lock Nos. 0.445 332.22
G.I. plane sheet Sqm 2.071 433.49
Handle 6" stl Nos. 0.445 47.46
Screw nail Nos 22.272 1.30
Sub-Total 2503.79
Rate per Sqm.

58
 59

Rate Analysis

b) 38mm Thick sal wood frame for 19mm thick water proof Plywood shutter size 1.092x2.058=2.245sqm. - Onesqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 3.12 750.00 2338.53 Sal wood Cum 0.015 162472.00
Unskilled Labour 0.31 530.00 165.26 100mm hings Nos. 1.336 35.12
150mm t/b stl (chheskinee) Nos. 0.891 124.30
Mortis lock Nos. 0.445 332.22
19mm thick Water proof
Plywood Sqm 2.071 0.00
Handle 6" stl Nos. 0.445 47.46
Screw nail Nos 22.272 1.30
Sub-Total 2503.79
Rate per Sqm.

b) 38mm sisham wood frame for 12mm thick water proof Plywood shutter 1.092x2.058=2.245sqm. - Onesqm.
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 3.12 750.00 2338.53 sishim wood Cum 0.015 0.00
Unskilled Labour 0.31 530.00 165.26 100mm hings Nos. 1.336 35.12
150mm t/b stl (chheskinee) Nos. 0.891 124.30
Mortis lock Nos. 0.445 332.22
19mm thick Water proof
Plywood Sqm 2.071 0.00
Handle 6" stl Nos. 0.445 47.46
Screw nail Nos 22.272 1.30
Sub-Total 2503.79
Rate per Sqm.

For Road
Rate Analysis
Soft Soil Excavating and loading by Excavator -One cum
Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Hudraulic Excavator
UP to 0.63 m3
Skilled labour 750.00 Capacity Hour 0.0116 1800.00
Unskilled Labour 0.25 530.00 132.50 Fuel (Diesel) Lit. 0.1160 87.89
Sub-Total 132.50
Total of Labour and Material
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

6d Roadway construction with imported fill material Compaction by roller)-One cum

Labour Material and Equipment
Category MD Rate Amount Type Unit Quantity Rate
Skilled labour 750.00 0.00 Imported fill material cum 1.100 350.00
Grader hr 0.005 1600.00
Unskilled Labour 0.250 530.00 132.50 Roller hour 0.017 500.00
Fuel (DoR) Hour 0.12 87.89
Water (DoR) Kl 0.100 0.00
Sub-Total 132.50
Total of Labour and Material

59
 60

Rate Analysis
Quality Control @2% (Norms-Page viii)
Total
Contractor's Overhead @15%
Rate per Cum

Description of works: Providing, laying, spreading, watering, levelling and compaction of natural sand gra
Spec. cl. No: 1201 specification lead upto 10m.
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit
12.01 Skilled md 0.0050 750.00 3.75 Subbase agg. cu.m.
Unskilled md 0.0400 530.00 21.20 Diesel lit

Sub total of A = 24.95 Sub tota

Sub total of A +B + C = #VALUE! Contractor's overhea

Description of works: Providing, laying, spreading, watering, levelling and compaction of crusher run mat
(a) Machine works
Spec. cl. No: 1202
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit
12.07 Skilled md 0.0050 750.00 3.75 Base aggregate cu.m.
Unskilled md 0.0200 530.00 10.60 Diesel lit

Sub total of A = 14.35 Sub tota

Sub total of A +B + C = #VALUE! Contractor's overhea

Description of works: Providing and spraying bituminous prime coat of bitumen penetration grade 80/100
broom etc. before applying prime coat, using manual methods.
Spec. cl. No: 1301,1302
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit

Bitumen Penetration grade

Skilled md 0.0030 750.00 2.25 80/100
lit.
13.04
Unskilled md 0.0460 530.00 24.38 kerosene lit
Sub total of A = 26.63 Sub tota
Sub total of A +B + C = #VALUE! Contractor's overhea

Description of works: Providing and spraying bituminous tack coat of bitumen penetration grade 80/100 in
etc. before applying tack coat, using manual methods.
Spec. cl. No: 1301,1302
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit
13.02 Bitumen Penetration
Skilled md 0.0030 750.00 2.25 lit.
grade 80/100
Unskilled md 0.0460 530.00 24.38 kerosene lit
Sub total of A = 26.63 Sub tota
Sub total of A +B + C = #VALUE! Contractor's overhea

Description of works: Providing, mixing, laying and compaction of premix carpet.

Spec. cl. No: 1307,1308
Labour (A) Material (B)
Norms No.

60
 61

Rate Analysis
Norms No.
Type Unit Qty. Rate Amount Type Unit
13.09 Bitumen Penetration
Skilled md 0.45 750.00 337.50 lit
grade 80/100
Unskilled md 4.50 530.00 2385.00 Kerosene lit
Aggregates m3
Sub total of A = 2722.50 Sub tota
Sub total of A +B + C = #VALUE! Contractor's overhea

Description of works: Providing and laying sand seal.

Spec. cl. No: 1301,1305
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit
13.07 Bitumen Penetration
Skilled md 0.1000 750.00 75.00 lit
grade 80/100
Unskilled md 0.1400 530.00 74.20 Kerosene lit
Diesel lit
Fine agg. m3
Sub total of A = 149.20 Sub tota
Sub total of A +B + C = #VALUE! Contractor's overhea

Description of works: Preparation of sub-grade for rehabilitation or other similar works (filling or cutting de
Spec. cl. No: 1003
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit
10.05.a Unskilled md 0.05 530.00 26.50
Sub total of A = 26.50 Sub tota
Sub total of A +B + C = 27.30 Contractor's overhea
Community rate

Description of works: Providing and mixing and laying asphalt concrete with compaction
Spec. cl. No: 1307,1308
Labour (A) Material (B)
Norms No.
Type Unit Qty. Rate Amount Type Unit
13.10 Bitumen Penetration
Skilled md 0.03 750.00 22.50 lit
grade 80/100
Unskilled md 0.13 530.00 68.90 Cement Ton
Foreman md 0.01 530.00 5.30 Diesel litre
Aggregates m3

Sub total of A = 96.70 Sub tota

Sub total of A +B + C = #VALUE! Contractor's overhea

61
 62

Rate Analysis

Norms-1-2ka-A3
Material and Equipment
Amount
0.37
0.37
12.56
14.44
14.44

Norms-B1-2-1
Material and Equipment
Amount
11.13
11.13
382.13
439.45
439.45

Norms-B1-2-2
Material and Equipment
Amount
12.72
12.72
436.72

436.72

Material and Equipment

Amount

29.34
11.43

40.77
40.77

40.77
6.12
46.89

Material and Equipment

Amount
7.95
7.95
272.95
40.94
313.89

62
 63

Rate Analysis
2-25-Kha
Material and Equipment
Amount
317.94
317.94
450.44
67.57
518.01

2-42- B3
Material and Equipment
Amount
954.98
954.98
1325.98

1325.98

63
 64

Rate Analysis

Norms 6-5-C-10
Material and Equipment
Amount
852.34
170.47
1022.81
1817.81
2090.48
2090.48

Norms-H-15-11-15 ka
Material and Equipment
Amount
571.62
61.64
633.26
723.76
108.56
832.32

Norms H-15-11-15 Kha

Material and Equipment
Amount
1020.75
61.64
1082.39
1329.64

1329.64

Norms-6-ka-1-2
Material and Equipment
Amount
2548.77
390.67
937.57
3877.01
7652.01
8799.81
8799.81

Norms C1-5(1) Ka-2

Material and Equipment
Amount
2083.90
234.40
7213.30

34.98

9566.58
11857.58

11857.58

64
 65

Rate Analysis

Norms C1-5(1) Ka-2

Material and Equipment
Amount
1603.00
234.40
7621.60

34.98

9493.98
11784.98
1767.75
13552.73

Material and Equipment

Amount
1122.10
260.45
7621.60

34.98

9039.13
11330.13
1699.52
13029.65

Material and Equipment

Amount
1603.00
243.09
7621.60

46.11

9513.80
12175.80
1826.37
14002.17

Material and Equipment

Amount
1122.10
260.45
7621.60

34.98

9039.13
11330.13

11330.13

65
 66

Rate Analysis
Norms 7-2-Ga
Material and Equipment
Amount
3526.60
408.04
0.00
1940.50
716.49
6591.63
9461.63

9461.63

Norms 7-2-Gha.
Material and Equipment
Amount
5129.60
386.33
1296.92
656.78
436.48
7906.11
10776.11
12392.53
12392.53

Material and Equipment

Amount
5129.60
386.33
1296.92
656.78
436.48
7906.11
12216.11

12216.11

Norms 7-4-Kha.
Material and Equipment
Amount
6412.00
368.97
1701.67
1150.72
9633.36
13943.36

13943.36

Norms 7-2-Ga.

66
 67

Rate Analysis
Material and Equipment
Amount
3526.60
408.04
2209.96
832.94
6977.54
9847.54
1477.13
11324.67

67
 68

Rate Analysis
Norms D1.7-2-gha.
Material and Equipment
Amount
5129.60
386.33
1767.97
763.53
381.76
8047.43
10917.43

10917.43

Norms D1.7-4-Kha.
Material and Equipment
Amount
5129.60
386.33
1767.97
763.53
381.76
8047.43
12357.43

12357.43

68
 69

Rate Analysis

Norms 7-4-Kha.
Material and Equipment
Amount
6412.00
368.97
1978.23
1006.47
9765.67
14075.67

14075.67

Norms 7-4-Kha.
Material and Equipment
Amount
3206.00
408.04
1940.50
952.32
263.67
0.00
600.00
25.00
7395.53
9625.53
1443.83
11069.36

Norms 7-4-Kha.
Material and Equipment
Amount
5129.60
386.33
1552.40
872.96
436.48
263.67
0.00
600.00
25.00
9266.44
11496.44
1724.47
13220.91

Norms 7-4-Kha.
Material and Equipment
Amount
6412.00
368.97
1701.67

69
 70

Rate Analysis
1150.72
263.67
0.00
600.00
25.00
10522.03
12752.03
1912.80
14664.83

Norms 7-4-Kha.
Material and Equipment
Amount
3526.60
408.04
2209.96
832.94
263.67
0.00
600.00
25.00
7866.21
10096.21
1514.43
11610.64

Norms 7-4-Kha.
Material and Equipment
Amount
5129.60
386.33
1767.97
763.53
381.76
263.67
0.00
600.00
25.00
9317.86
11547.86
1732.18
13280.04

Norms 7-4-Kha.
Material and Equipment
Amount
6412.00
368.97
1978.23
1006.47
263.67
0.00
600.00

70
 71

Rate Analysis
25.00
10654.34
12884.34
1932.65
14816.99

Norms 12 -4 -Ka.
Material and Equipment
Amount
153.89
16.93
170.82
376.52
56.48
433.00

Norms 12 -4-Kha.
Material and Equipment
Amount
129.84
19.10
148.94
354.64

354.64

Norms 12 -1-Gha.
Material and Equipment
Amount
100.19
11.11
111.30
286.10
42.92
329.02

Norms I1.12 -1-Ga

Material and Equipment
Amount
86.24
12.68
98.92
273.72
41.06
314.78

Norms 14-2-kha
Material and Equipment
Amount
65.40
4.95
70.35

71
 72

Rate Analysis
219.55
252.48
252.48

Norms 14-1-kha
Material and Equipment
Amount
33.66
2.52
36.18
178.53

178.53

Norms 14-8
Material and Equipment
Amount
83.04

83.04
211.04
31.66
242.70

Norms 8 -3-Ka.
Material and Equipment
Amount
49.44
4.59
-12.36
41.67
620.74
713.85
713.85

51-Kha
Material and Equipment
Amount

181.20

27.56
203.43

-50.86
361.33
604.51
90.68
695.19

51-Kha
Material and Equipment
Amount

72
 73

Rate Analysis
0.00

27.56
49.44

-12.36
64.64
682.64

682.64

8.-4
Material and Equipment
Amount

216.64

27.56
169.52

4.67

-43.55

374.84
787.09
118.06
905.16

Norms 7-5
Material and Equipment
Amount
92.64
1.12
93.76
109.12

109.12

Norms 7-5
Material and Equipment
Amount
86.34
1.12
87.46
102.82
15.42
118.24

Norms 7-5
Material and Equipment
Amount
85.29
1.12
86.41
101.77
15.27

73
 74

Rate Analysis
117.04

Norms 7-5
Material and Equipment
Amount
85.29
1.12
86.41
101.77
15.27
117.04

Norms 10-1.
Material and Equipment
Amount
178704.02
1993.33
232.26
180929.61
208231.61
31234.74
239466.35

Norms10-1.
Material and Equipment
Amount
167049.41
1993.33
232.26
169275.00
196577.00
29486.55
226063.55

Norms10-2
Material and Equipment
Amount
13646.49
186.50
110.00
294.00
420.00
640.00
50.00
15346.99
23376.99
3506.55
26883.54
12716.91

Norms10-2
Material and Equipment
Amount

74
 75

Rate Analysis
12756.50
186.50
110.00
294.00
420.00
640.00
50.00
14457.00
22487.00
3373.05
25860.05
12232.76

Norms10-4
Material and Equipment
Amount
7960.45
147.33
922.54
212.00
380.00
50.00
9672.32
16899.32

16899.32
7994.00

Norms10-9
de 26Gauge plain sheet for - One Sqm (Size -

Material and Equipment

Amount
5621.05
93.25
2465.17
220.00
190.00
50.00
420.00
9059.47
14680.47

14680.47
6539.18

th side 26Gauge plain sheet for - One Sqm (Size -

Material and Equipment

Amount
5254.46
93.25
2465.17
220.00

75
 76

Rate Analysis
190.00
50.00
420.00
8692.88
14313.88

14313.88
6375.89

76
 77

Rate Analysis

Norms10-10
Material and Equipment
Amount
4223.91
93.25
963.08
220.00
2521.56
380.00
50.00
184.00
8635.80
12650.80

12650.80
5635.10

Norms 10-11-Kha.
Material and Equipment
Amount
904.07
48.60
3.00
955.67
1003.85

1003.85

Norms 13-5
Material and Equipment
Amount
29.42
82.12
111.54
243.94
36.59
280.53

Norms 13-6
Material and Equipment
Amount
26.18
56.30
0.02
82.50
220.11

220.11

77
 78

Rate Analysis

Norms 13-4 Kha

Material and Equipment
Amount
34.06

34.06
98.06
14.71
112.77

Norms 13-4 Ka
Material and Equipment
Amount
21.07

21.07
42.83
6.42
49.25

Norms 13-3 Ga
Material and Equipment
Amount

12.25
12.25
35.29

35.29

Norms 13-5Ka,Kha,Ga
Material and Equipment
Amount
31.04

39.72

70.76
203.16
30.47
233.63

Norms 11-1Kha
Material and Equipment
Amount
208.39
15.63
124.94
348.96
548.71
82.31
631.02

G.Norms-11-1-ga
Material and Equipment
Amount
272.51

78
 79

Rate Analysis
19.97
156.4
448.88
675.13

675.13

Norms 11-20
Material and Equipment
Amount
53.86
2.00
55.86
183.86

183.86
44.13

Norms 10-11 Kha

Material and Equipment
Amount

452.15

48.60
3.00
503.75
551.93

551.93

Norms 19-2
Material and Equipment
Amount
33.71
33.71
1157.31
173.60
1330.90

Norms 19-3
Material and Equipment
Amount
174.90
174.90
6004.90
900.73
6905.63

Norms 19-4
Material and Equipment
Amount

63.60

63.60
2183.60

79
 80

Rate Analysis
327.54
2511.14

Norms L5-19-4
Material and Equipment
Amount
1.72
1.72
58.96

58.96

Norms L5-19-4
Material and Equipment
Amount
2.54

2.54
87.34

87.34

Norms M9- 24-6

Material and Equipment
Amount
12.10
1.00
13.10
49.68

49.68

cemet mortar base in perfect line and level all complete . Per sqm

Amount
208.39
17.68
722.00

948.07
2161.57

2161.57

Norms-1201
Material and Equipment
Amount
1111.25
0.00
0.00

1111.25
1671.50

80
 81

Rate Analysis
1671.50

Norms-46
Material and Equipment
Amount
954.98
9.17
964.15
1494.15

1494.15

Norms-47
Material and Equipment
Amount

3370.25

12.02
90.23
3472.50
3540.50
53.11
3593.61
Norms-47
Material and Equipment
Amount
5236.85
12.02
90.23
5339.10
5407.10
811.07
6218.17

Norms-47
Material and Equipment
Amount
6896.05
32.06
180.46
7108.57
7252.07
1087.81
8339.88

Norms-47
Material and Equipment
Amount
11510.70
72.14
270.69
11853.53
12231.03
1834.65
14065.68

G.Norms-11-7

Material and Equipment

81
 82

Rate Analysis
Amount
757.76
89.77
13.2
11.37
872.10
2085.60
208.56
2294.16

G.Norms-11-7

Material and Equipment

Amount
816.94
89.77
13.2
11.37
931.28
2144.78
321.72
2466.50

Material and Equipment

Amount
483.42
7.81
28.04
4.90

524.17

524.17

Material and Equipment

Amount
571.05
7.81
0.00
0.00

578.86
727.61

Material and Equipment

Amount
653.58
7.81
28.04
4.90
694.33
843.08
126.46

82
 83

Rate Analysis
969.54

Material and Equipment

Amount
732.11
7.81
0.00
0.00

739.92
888.67
133.30
1021.97

ell with 40 mm GI pipe- By Hammwring method

Material
Amount

54.63

54.63
1147.13

1147.13
458.85

Material
Amount

77.25

77.25
1622.25

1622.25
648.90

Material
Amount

99.88

99.88
2097.38

2097.38
838.95

screen,sand trap,fitting head and packing with coarse sand around the well
Material
Amount

83
 84

Rate Analysis
57.4425
281.701
239.25
578.39
943.39
141.51
1084.90

Norms-05

Material and Equipment

Amount
7.95
7.95
272.95

272.95

Norms-05

Material and Equipment

Amount
11.13
11.13
382.13

382.13

Material and Equipment

Amount
15.90
15.90
545.90

545.90

Material and Equipment

Amount

20.88
0.00
20.88
153.38
0.00
153.38

153.38

DoR 2.12-(2-25Kha)

84
 85

Rate Analysis
Material and Equipment
Amount
7.95
7.95
272.95

272.95

Norms-49
Material and Equipment
Amount
974.42

974.42
1504.42

1504.42

Norms-49
Material and Equipment
Amount
974.42
209.59
1184.01
1846.51

1846.51

Norms-10
Material and Equipment
Amount
11.93
9.35
12.06
7.33
33.34
430.84
8.62
439.46

430.84

Norms-10
Material and Equipment
Amount
11.93

11.93
409.43

409.43

85
 86

Rate Analysis

Material and Equipment

Amount
298.92

298.92
431.42

431.42

Material and Equipment

Amount
298.92
9.35
12.06
7.33
327.66
460.16
9.20
469.36
70.40
539.77

DoR-12-4-Kha
Material and Equipment
Amount
0.00
18.44
18.44
224.14

224.14

Norms-37-B-b
Material and Equipment
Amount
0.00
11.57
11.57
192.32

192.32

Norms-37-B-c
Material and Equipment
Amount
0.00
12.24
12.24
193.74

86
 87

Rate Analysis
193.74

Material and Equipment

Amount
529.80
31.15
-132.45
428.50
615.00

615.00

Material and Equipment

Amount

0.00

43.60
353.20
-88.30
308.50
495.00

495.00

Norms-40
Material and Equipment
Amount
104.71
1.27
105.98
114.94

114.94

Norms-40
Material and Equipment
Amount
102.33
1.27
103.60
112.56

112.56

Norms-40
Material and Equipment
Amount
99.96
1.27
101.23
110.19

87
 88

Rate Analysis

110.19

Norms-40
Material and Equipment
Amount
99.96
1.27
101.23
110.19

110.19

Norms-6a
Material and Equipment
Amount
0.79
0.79
27.30

27.30

Norms-6a
Material and Equipment
Amount
1.59
1.59
54.59

54.59

Norms-26a
Material and Equipment
Amount
0.00
0.00
0.00
32.61
0.00
0.00
79.60
112.21
137.16

137.16

137.16

Norms-26b
Material and Equipment
Amount
1062.47

88
 89

Rate Analysis
0.00
32.61
6.42
49.50
79.60
1230.60
1255.55
25.11
1280.66

1280.66
Norms-26c
Material and Equipment
Amount
1062.47
0.00
32.61
6.42
49.50
79.60
1230.60
1255.55
25.11
1280.66

1280.66

Norms-26a
Material and Equipment
Amount
1062.47
0.00
0.00

1062.47
1622.72

1622.72

Norms-26b
Material and Equipment
Amount
1062.47
0.00
0.00

1062.47
1622.72

1622.72

Norms-26c
Material and Equipment
Amount

89
 90

Rate Analysis
1062.47
0.00
0.00

1062.47
1622.72

1622.72

Norms-15c
Material and Equipment
Amount
3.18

3.18
109.18

109.18

Norms-27c
Material and Equipment
Amount
0.00
0.00
0.00
0.00
63.32
8.25
71.57
1398.57

1398.57

Norms-DoR12.01
Material and Equipment
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
24.95
0.00
24.95

24.95

Norms-DOR
Material and Equipment
Amount

90
 91

Rate Analysis
0.00
0.00
0.00

0.00

Norms-38-B

Material and Equipment

Amount
0.00
0.00
0.00
0.00
5369.70

5369.70

Norms-41-B

Material and Equipment

Amount
0.00
0
0
0
0
0.00
2249.30
337.40
2586.70
2586.70

2586.70

DOR-15-24
Material and Equipment
Amount
245.98
72.00
225.40
5.50
1407.00
65.80
2021.68
2134.18

2134.18

DOR-15-24
Material and Equipment
Amount
421.68
108.00

91
 92

Rate Analysis
225.40
5.50
1407.00
112.80
2280.38
2430.38

2430.38

DOR-15-20+
Material and Equipment
Amount
1160.32
70.00
48.10
187.06
26.03
1491.51
1571.01

1571.01
157.10
87.28
sing westage
e bitumen +0.50 liter additional

DOR-15-20+
Material and Equipment
Amount
515.86
30.00
19.50
85.54
9.05
659.95
739.45

739.45
73.95
59.160
using westage
ade bitumen +0.25 liter additional
DOR-15-20+
Material and Equipment
Amount
425.90
157.20
92.16
675.26
807.76

807.76
80.78
2.524

92
 93

Rate Analysis
es (Roller input 0.07 hour as per Norms 15(20)
sses
45=.131 hour
per cum

DOR-15-20+
Material and Equipment
Amount
319.43
157.20
92.16
568.79
701.29

701.29
70.13
2.922
es (Roller input 0.07 hour as per Norms 15(20)
sses
45=.131 hour
per cum

GI Wire Hexagonal Mesh 100x120 Including rolling, cutting, weaving, assembling, placing in position

44-1-Bii/44-2-i/45
Material and Equipment
Amount

2548.25
261.02

102.25

1948.84

4860.36
6551.56
982.73
7534.29

44-1-Bii/44-2-i/45
Material and Equipment
Amount

3706.54
365.43

139.92

2923.26

7135.15

93
 94

Rate Analysis
9647.45

9647.45

44-1-Bii/44-2-i/45
Material and Equipment
Amount

1736.90
221.87

75.34

974.42

3008.53
3939.53

3939.53

44-1-Bii/44-2-i/45
Material and Equipment
Amount

2548.25
313.23

102.25

1461.63

4425.36
5805.31

5805.31

44-1-Bii/44-2-i/45+Interpolation
Material and Equipment
Amount

2293.42
280.60

89.33

1461.63

4124.98
5494.33
824.15
6318.48

44-1-Bii/44-2-i/45
Material and Equipment

94
 95

Rate Analysis
Amount

2084.93
292.56

96.87

876.98

3351.34
4284.09

4284.09

44-1-Bii/44-2-i/45
Material and Equipment
Amount

2293.42
280.60

89.33

584.65

3248.00
3876.60

3876.60

Norms-46
Material and Equipment
Amount
922.19
9.17
931.36
1461.36

1461.36

Norms-2-1-1.5-c
Material and Equipment
Amount
44.52
44.52
1528.52

1528.52

G.Norms-11-(20)
Material and Equipment
Amount
85.28
0
0

95
 96

Rate Analysis
85.28
213.28

Material and Equipment

Amount
483.42
7.81
55.53
5.56

552.32

552.32

Material and Equipment

Amount
470.58
78.50
0.00
0.00

549.08
858.08

G. Norms-10-1
Material and Equipment
Amount
167063.60
2732.40
239.20
170035.20
197337.20

G. Norms-10-2
Material and Equipment
Amount
6455.84
99.68
58.80
157.15
224.50
44.90
30.75
7071.62
10870.11

G.Norms-10-2
Material and Equipment
Amount
6034.81
99.68

96
 97

Rate Analysis
58.80
157.15
224.50
44.90
30.75
6650.59
10449.08

G.Norms-18-9

Material and Equipment

Amount
0.00
14.25
121.08
79.28
214.61
395.61
G.Norms-11-1-Kha

Material and Equipment

Amount
208.39
15.09
128.2
351.68
551.43

G.Norms-11-1-ga
Material and Equipment
Amount
272.51
19.28
122.45
414.24
640.49

G.Norms-13-4-ka&kha
Material and Equipment
Amount

23.81
0
23.81
45.57
Material and Equipment
Amount

38.50
0
38.50
102.50
148.07

97
 98

Rate Analysis

Material and Equipment

Amount
52.20
0
52.20
100.30

Material and Equipment

Amount
33.25
92.8
126.05
258.45

G.Norms-13-6
Material and Equipment
Amount
29.59
63.62
0.28
93.49
231.09

G-Norms-12 -1- (kha)

Material and Equipment
Amount
0.00
10.73

10.73
206.73

206.73

G-Norms-12 -1 (ga)
Material and Equipment
Amount
0.00
12.24

12.24
208.24

208.24

G-Norms-11 -19 (ka)

Material and Equipment
Amount

98
 99

Rate Analysis
922.1927
922.1927
1266.69

1266.69

G.Norms-11-7

Material and Equipment

Amount
816.99
89.77
13.2
11.37
931.33
2144.83

G.Norms-11-7

Material and Equipment

Amount
757.81
89.77
12.74
11.39
871.71
2085.21

G. Norms-10-2
Material and Equipment
Amount
2504.02
46.93
110.73
147.98
897.86
21.14
28.95
3757.61
6261.40

G. Norms-10-2
Material and Equipment
Amount
0.00
46.93
110.73
147.98
897.86
21.14
28.95
1253.59
3757.38

99
 100

Rate Analysis

G. Norms-10-2
Material and Equipment
Amount
2504.02
46.93
110.73
147.98
0.00
21.14
28.95
2859.75
5363.54

G. Norms-10-2
Material and Equipment
Amount
0.00
46.93
110.73
147.98
0.00
21.14
28.95
355.73
2859.52

Rate Analysis
Material and Equipment
Amount

20.88
10.20
31.08
163.58
0.00
163.58
24.54
188.11

Material and Equipment

Amount
385.00
8.00
8.50
10.55
0.00
412.05
544.55

100
 101

Rate Analysis

544.55
81.68
626.23
0

aying, spreading, watering, levelling and compaction of natural sand gravel subbase grading as per table 12.1 of standard
n lead upto 10m.
Material (B)
Qty.
1.2800
0.7900

Sub total of B =
Contractor's overhead expenses 15% =

aying, spreading, watering, levelling and compaction of crusher run materials for base course lead upto 10m.
e works
Material (B)
Qty.
1.200
0.990

Sub total of B =
Contractor's overhead expenses 15% =

nd spraying bituminous prime coat of bitumen penetration grade 80/100 including cleaning the road surface using wire, brushes,
before applying prime coat, using manual methods.
Material (B)
Qty.

1.0500

0.1000
Sub total of B =
Contractor's overhead expenses 15% =

nd spraying bituminous tack coat of bitumen penetration grade 80/100 including cleaning the road surface using wire, brushes, broo
applying tack coat, using manual methods.
Material (B)
Qty.
1.0500
0.1000
Sub total of B =
Contractor's overhead expenses 15% =

mixing, laying and compaction of premix carpet.

Material (B)

101
 102

Rate Analysis
Qty.
77.00
7.70
1.20
Sub total of B =
Contractor's overhead expenses 15% =

nd laying sand seal.

Material (B)
Qty.
6.6000
0.1000
0.8100
0.1200
Sub total of B =
Contractor's overhead expenses 15% =

of sub-grade for rehabilitation or other similar works (filling or cutting depth of 10 to 20 cm) in common soil.

Material (B)
Qty.

Sub total of B =
Contractor's overhead expenses 15% =
Community rate

nd mixing and laying asphalt concrete with compaction

Material (B)
Qty.
117.00
0.022
10.45
1.20

Sub total of B =
Contractor's overhead expenses 15% =

102
 103

103
 104

1.6

104
 105

105
 106

106
 107

107
 108

108
 109

20.88
10.19524

109
 110

#VALUE!
#VALUE!
#VALUE!

compaction of natural sand gravel subbase grading as per table 12.1 of standard Unit : 1
m3
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount
#VALUE! Grader hr 0.022 1600.00 35.20
#VALUE! Vibrator Rolller hr 0.022 475.00 10.45
Water bowser hr 0.038 550.00 20.90
Loader hr 0.011 1000.00 11.00
#VALUE! Sub total of C = 77.55
Contractor's overhead expenses 15% = #VALUE! Unit Rate = #VALUE!

compaction of crusher run materials for base course lead upto 10m. Unit : 1
m3
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount
#VALUE! Grader hr 0.033 1600.00 52.80
#VALUE! Vibrator Rolller hr 0.033 475.00 15.68
Water Bowser hr 0.033 550.00 18.15
Loader hr 0.011 1000.00 11.00
#VALUE! Sub total of C = 97.63
Contractor's overhead expenses 15% = #VALUE! Unit Rate = #VALUE!

men penetration grade 80/100 including cleaning the road surface using wire, brushes, Unit : 1
methods. lit.
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount

#VALUE! Boiler hr 0.0140 180.00 2.52

#VALUE! Hand Sprayer hr 0.0140 160.00 2.24

#VALUE! Sub total of C = 4.76
Contractor's overhead expenses 15% = #VALUE! Unit Rate = #VALUE!

en penetration grade 80/100 including cleaning the road surface using wire, brushes, broom Unit : 1
s. lit.
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount
#VALUE! Boiler hr 0.0140 180.00 2.52
#VALUE! Hand Sprayer hr 0.0140 160.00 2.24
#VALUE! Sub total of C = 4.76
Contractor's overhead expenses 15% = #VALUE! Unit Rate = #VALUE!

arpet. Unit : 1
m3
Material (B) Equipment (C)

110
 111

Amount Type Unit Qty. Rate Amount

#VALUE! Roller hr 0.50 500.00 250.00
#VALUE! Sprayer hr 0.50 260.00 130.00
#VALUE!
#VALUE! Sub total of C = 380.00
Contractor's overhead expenses 15% = #VALUE! Unit Rate = #VALUE!

Unit : 10
m2.
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount
#VALUE! Boiler hr 0.040 180.00 7.20
#VALUE! Roller hr 0.040 500.00 20.00
#VALUE! Sprayer hr 0.010 160.00 1.60
#VALUE!
#VALUE! Sub total of C = 28.80
Contractor's overhead expenses 15% = #VALUE! Rate (10m2) = #VALUE!
Unit Rate(1 m2) = #VALUE!

milar works (filling or cutting depth of 10 to 20 cm) in common soil. Unit : 1

m2
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount
Tools and Plant 3% of LC 0.79
0.00 Sub total of C = 0.79
Contractor's overhead expenses 15% = 4.09 Unit Rate = 31.39
Community rate Unit Rate = 31.39

h compaction Unit : 1
m3
Material (B) Equipment (C)
Amount Type Unit Qty. Rate Amount
Asphalt mixing
#VALUE! hr 0.044 1000.00 44.00
plant
#VALUE! Wheel loader hr 0.66 1000.00 660.00
#VALUE! Asphalt Paver hr 0.22 1400.00 308.00
#VALUE! Steel Tyre roller hr 0.55 500 275.00
Pneumatic Roller hr 0.55 1000.00 550.00
Tipper Truck hr 0.32 450.00 144.00
#VALUE! Sub total of C = 1981.00
Contractor's overhead expenses 15% = #VALUE! Unit Rate = #VALUE!

111
 Summary of Unit Rates

SN Description of Items Unit Unit Rate Remarks

1 Site Clearance-One sqm Sqm 14.44
2 Earthwork in excavation for road way
a. Ordinary Soil Cum 439.45
3 Earthwork in Back filling behind structure with compaction
a. Ordinary Soil Cum 313.89
c. fillinng with inported fill material Cum 518.01
4 Soling work
a. Stone soling in foundation with sand Cum 2090.48
b. Brick soling on edge Sqm 832.32
c. Brick solling flat Sqm 1329.64
Providing and fixing expanded wire mesh (Barffi jali)and mosquito proof net including
5 labour, material, necessary hardwares, fixing in position and other incidential all Sqm 443.97
complete
Providing and fixing Mosquito proof net for windows including labour, material,
6 386.35
necessary hardwares, fixing in position with listy and other incidential all complete

Geotextile (Ts- 30) Sqm 137

Geotextile (Ts- 50) Sqm 235
Geotextile (Ts- 60) Sqm 293

112
 154.81
265.55
331.09

113
 SHREE KARNALI SECONDARY SCHOOL
TIKAPUR MUNICIPALITY
SUDURPASHCHIM PROVINCE
Detail Estimate

Name of project : Academic Science building construction

Types of work :- Earth work, Brick Massonary,RCC work,PCC work,Wood work,etc
Project site :- Tikapur Muncipality-1,Kailali
Length Breadth Depth
S. No. Description of Works No Quantity Unit Remark
meter meter meter
Writing delivery of sign board 120*90cm size fitting
1 making fixing all complete work. 1.00 1.00 job

Earthwork in Excavation in soft soil in foundation for

2 structures including removal of unsatisfactory materials
including .
Grid A-A,B-B,C-C 3 28.56 1.67 1.52 217.49
,Grid 1-1,2-2,3-3,4-4,5-5,6-6 6 9.60 1.67 1.52 146.21
step 1 22.55 0.91 0.35 7.18
Sub Total 370.88 cum

3 Ordinary Soil Filling with compaction rammer

Room 2 6.88 5.76 0.65 51.52
chemistry lab 1 6.88 8.10 0.65 36.22
Staircase 1 6.88 4.41 0.65 19.72
Toilet 1 6.88 3.26 0.65 14.58
Veranda 1 28.80 2.62 0.65 49.05
s cum
a Backfilling 1 370.88 cum
b Imported Fill materials 1 ### cum
Stone Soling with sand spal on Prepered bending work
4

Grid A-A,B-B 3 28.56 1.67 0.12 17.17

Grid 1-1,2-2,3-3,4-4 6 9.60 1.67 0.12 11.54
Hall Room 2 6.88 5.76 0.12 9.51
Room 1 6.88 8.10 0.12 6.69
step 1 22.55 0.90 0.10 2.03
Sub Total 46.94 cum
Plain cement concrete work of 1:2:4 used Natural
Aggregate including material and labour required for
5 mixing, placing in position, vibrating, compacting,
finishing, curing and all other incidentals required to
produce concrete of specified strength.

Grid A-A,B-B 3 28.56 1.67 0.075 10.73

Grid 1-1,2-2,3-3,4-4 6 9.60 1.67 0.075 7.21
Hall Room 2 6.88 5.76 0.075 5.94
Room 1 6.88 8.10 0.075 4.18
step 1 22.55 0.90 0.075 1.52
Sub Total 29.59 cum
Plain cement concrete for RCC work of grade M20 used
Natural Aggregate including material and labour required
6 for mixing, placing in position, compacting, finishing,
curing and all other incidentals required to produce
concrete of specified strength.

Plinth Beam
Grid A-A,B-B 3 11.30 0.35 0.15 1.78
Grid 1-1,2-2,3-3,4-4 6 4.15 0.35 0.15 1.31
Sill Band
Grid A-A,B-B 2 11.30 0.23 0.10 0.52
Grid 1-1,3-3,4-4 3 4.15 0.23 0.10 0.29
Lintle Band
Grid A-A,B-B 2 11.30 0.23 0.10 0.52
Grid 1-1,3-3,4-4 3 4.15 0.23 0.10 0.29
top of wall
 Grid A-A,B-B 2 11.30 0.23 0.08 0.42
Grid 1-1,3-3,4-4 3 4.15 0.23 0.08 0.23
Deduction
Door -1 1.07 0.23 0.10 -0.02
Door -1 0.90 0.23 0.10 -0.02
Sub Total 5.30 cum
Used mild steel bar supply including material and labour
7 required for cutting plasing binding all complite work.

For Column
12mm dia vertical bar for column 8 5.05 0.89 35.91
For Beam
12mm dia Throuh out for Grid Grid A-A,B-B 8.0 11.90 0.89 84.62
12mm dia bar Through for Grid Grid 1-1,2-2,3-3,4-4 16 5.45 0.89 77.51
8mm dia strioups 150mm c/c 280 0.90 0.39 98.28
Sill Band
Grid A-A,B-B 4.0 11.30 0.89 40.23
Grid 1-1,3-3,4-4 4.0 4.85 0.89 17.27
Lintle Band
Grid A-A,B-B 4.0 11.30 0.89 40.23
Grid 1-1,3-3,4-4 4.0 4.85 0.89 17.27
Deduction
Door 2 1.07 0.89 1.90
Door 2 0.90 0.89 1.60
Sub Total 414.82 k.g
local wood formwork including materials, labour and
8 other incidentals required for construction, erection in `
level and position and removal form its position.
Tie Beam
Grid A-A,B-B 4 11.30 0.15 6.78
Grid 1-1,2-2,3-3,4-4 8 4.15 0.15 4.98
Sill Band
Grid A-A,B-B 6 11.30 0.10 6.78
Grid 1-1,3-3,4-4 6 4.15 0.10 2.49
Lintle Band
Grid A-A,B-B 4 11.30 0.10 4.52
Grid 1-1,3-3,4-4 6 4.15 0.10 2.49
top of wall
Grid A-A,B-B 4 11.30 0.08 3.62
Grid 1-1,3-3,4-4 6 4.15 0.08 1.99
Deduction
Door 2 1.07 0.10 0.21
Door 2 0.90 0.10 0.18
Sub Total 34.04 sqm
Supplying Placing Curing 1st class Cimni Brick
9 Masonary work 1:4 cement ratio
Below Plinth Level
1st Footing Grid A-A,B-B 2 11.55 0.45 0.45 4.68
1st Footing Grid 1-1,2-2,3-3,4-4 4 4.40 0.45 0.45 3.56
2nd Footing Grid A-A,B-B 2 11.30 0.35 0.60 4.75
2nd Footing Grid 1-1,2-2,3-3,4-4 4 4.15 0.35 0.60 3.49
Above Plinth Level
Grid B-B,C-C 2 9.90 0.23 2.75 12.52
Grid 1-1,3-3,4-4 3 4.15 0.23 2.75 7.87
Column 8 0.35 0.35 2.75 2.69
Chuli Wall
Column 3 0.35 0.35 0.75 0.28
Grid 1-1,4-4 2 4.85 0.23 0.38 0.84
Step 1 1 3.68 0.90 0.15 0.50
Step 2 1 3.68 0.60 0.15 0.33
Step 3 1 3.68 0.30 0.15 0.17
Deduction
Door(D1) -1 1.07 0.23 2.00 -0.49
Door(D2) -1 0.90 0.23 2.00 -0.41
Windows -6 1.50 0.23 1.20 -2.48
 Sub Total 38.28 cum
12.5 mm thick Cement Plaster work in 1:4 Cement Ratio
10

Below Plinth Level

Outer Side
Long Side 2 11.30 0.90 20.34
Short Side 2 4.85 0.90 8.73
Above Plinth Level
Outer Side
Long Side 2 11.30 2.75 62.15
Short Side 2 4.85 2.75 26.67
Inner Part
Hall Room 1 22.88 2.75 62.92
Room 1 15.59 2.75 42.87
Chuli Wall 4 4.85 0.38 7.27
Step 1 5.48 0.23 1.23
Deduction
Door(D1) -2 1.07 2.00 -4.28
Door(D2) -2 0.90 2.00 -3.60
Windows -12 1.50 1.20 -21.60
Sub Total 202.72 Sqm
Two Coat Plastic Emulsion paint over one coat of primer
11

As per Plaster Area 202.72

Sub Total 202.72 Sqm
12 Shisam wood for door and windows Chaukhat
Door D 1 5.07 0.10 0.080 0.04
Door D1 1 4.90 0.10 0.080 0.04
Wondows 6 6.60 0.10 0.080 0.32
0.40 cum
13 38mm thick shisam wood panal Shurter
Door D 1 0.95 1.95 1.85
Door D1 1 0.78 1.95 1.52
Windows 6 1.34 1.08 8.68
12.06 Sqm
Radymade grill Solid squire ms rod including eraction
14 Position with one coat Primer Area of windows Kg/m

Windows 8.68 24.00 208.40 Kg

15 Two coat enalmel paint over one coat of primer
12.06 Sqm
26 guage CGI Sheet for Roofing work with J hook and
16 all complete work 2 12.2 3.14 76.62 Sqm
17 plain CGI Sheet for ridge 1 12.2 12.20 Rm
40mm dia medium ms black pipe for purline &
18 rafter3.61kg/m
purline 8 12.1 3.61 349.45
Rafters 1 16.178 3.61 58.40
Total= 407.85
 GERUWA RURAL MUNICIPILITY
OFFICE OF THE MUNICIPAL EXECUTIVE
PASUPATINAGAR ,BARDIYA
LUMBUNI PROVINCE
Abstract cost of quantity

Name of project : Academic Science building construction F.Y.:-077/078

Types of work :- Earth work, Brick Massonary,RCC work,PCC work,Wood work,etc Date :- 2077-12-25
Project site :- Tikapur Muncipality-1,Kailali
S. No. Description of Works unit Quantity Rate Amount Remark
Writing delivery of sign board 120*90cm size fitting making
1 fixing all complete work. nos 1.000 2500.00 2500.00
Earthwork in Excavation in soft soil in foundation for structures
2 including removal of unsatisfactory materials including . cum 370.884 439.45 162985.03

3 Ordinary Soil with compaction by rammer

a Backfilling cum 370.884 156.95 58210.26
b ( Inported fill material ) cum #VALUE! 584.49 #VALUE!
4 Stone Soling with sand spal on Prepered bending work cum 46.941 2090.48 98129.40
Plain cement concrete work of 1:2:4 used Natural Aggregate
including material and labour required for mixing, placing in
5 position, vibrating, compacting, finishing, curing and all other cum 29.592 13232.62 391577.90
incidentals required to produce concrete of specified strength.

Plain cement concrete for RCC work of grade M20 (1:1.5:3) used
Natural Aggregate including material and labour required for
6 mixing, placing in position, compacting, finishing, curing and all cum 5.299 14676.55 77769.72
other incidentals required to produce concrete of specified
strength.

Used mild steel bar supply including material and labour

7 required for cutting plasing binding all complite work. kg/m 414.819 117.64 48799.31
formwork including materials, labour and other incidentals
8 required for construction, erection in level and position and sqm 34.042 666.71 22696.14
removal form its position.
Supplying Placing Curing 1st class Cimni Brick Masonary work
9 1:6 cement ratio cum 38.283 13029.65 498807.90
10 12.5 mm thick Cement Plaster work in 1:4 Cement Ratio sqm 202.716 314.78 63810.79
11 Two Coat Plastic Emulsion paint over one coat of primer sqm 202.716 110.81 22462.90
12 Shisam wood for door and windows Chaukhat cum 0.397 226063.55 89647.76
13 38mm thick shisam wood panal Shurter sqm 12.057 12232.76 147486.72
Radymade grill Solid squire ms rod including eraction Position
14 with one coat Primer kg/m 208.397 151.80 31634.63
15 Two coat enalmel paint over one coat of primer sqm 12.057 280.53 3382.27
26 guage CGI Sheet for Roofing work with J hook and all
16 sqm 76.616 969.54 74282.28
complete work
17 plain CGI Sheet for ridge Rm 12.200 1023.71 12489.26
18 40mm dia medium ms black pipe for purline & rafter3.61kg/m kg/m 407.851 151.80 61911.72
Total Estimate Amount with out Vat #VALUE!
Vat 13% #VALUE!
Total Estimate Amount with Vat and Ps #VALUE!
Contengency 3% #VALUE!
Total Amount of This Project #VALUE!
 GERUWA RURAL MUNICIPILITY
OFFICE OF THE MUNICIPAL EXECUTIVE
PASUPATINAGAR ,BARDIYA
LUMBUNI PROVINCE
BOQ

Name of project : Academic Science building construction

Types of work :- Earth work, Brick Massonary,RCC work,PCC work,Wood work,etc
Project site :- Tikapur Muncipality-1,Kailali

S. No. Detail of Work Unit Quantity

Writing delivery of sign board 120*90cm size fitting making

1 fixing all complete work. nos 1.00
Earthwork in Excavation in soft soil in foundation for structures
2 including removal of unsatisfactory materials including . cum 370.88

Ordinary Soil with compaction by rammer( Inported fill

3 material ) cum 0.00
4 Stone Soling with sand spal on Prepered bending work cum 46.94
Plain cement concrete work of 1:2:4 used Natural Aggregate
including material and labour required for mixing, placing in
5 position, vibrating, compacting, finishing, curing and all other cum 29.59
incidentals required to produce concrete of specified strength.

Plain cement concrete for RCC work of grade M15 used Natural
Aggregate including material and labour required for mixing,
6 placing in position, compacting, finishing, curing and all other cum 5.30
incidentals required to produce concrete of specified strength.

Used mild steel bar supply including material and labour

7 required for cutting plasing binding all complite work. kg/m 414.82
local wood formwork including materials, labour and other
8 incidentals required for construction, erection in level and sqm 34.04
position and removal form its position.
Supplying Placing Curing 1st class Cimni Brick Masonary work
9 1:4 cement ratio cum 38.28
10 12.5 mm thick Cement Plaster work in 1:4 Cement Ratio sqm 202.72
11 Two Coat Plastic Emulsion paint over one coat of primer sqm 202.72
12 Shisam wood for door and windows Chaukhat cum 0.40
13 38mm thick shisam wood panal Shurter sqm 12.06
Radymade grill Solid squire ms rod including eraction Position
14 with one coat Primer kg/m 208.40
15 Two coat enalmel paint over one coat of primer sqm 12.06
26 guage CGI Sheet for Roofing work with J hook and all
16 sqm 76.62
complete work
17 plain CGI Sheet for ridge Rm 12.20
18 kg/m 407.85
40mm dia medium ms black pipe for purline & rafter3.61kg/m
Total Amount with out Vat
VAT @13%
Grand Total Amount
AL MUNICIPILITY
UNICIPAL EXECUTIVE
AGAR ,BARDIYA
NI PROVINCE
BOQ

Rate Total Amount

Rate in figure Rate in words
Total Amount with out Vat
VAT @13%
Grand Total Amount
SHREE KARNALI SECONDARY SCHOOL
TIKAPUR MUNICIPALITY
SUDURPASHCHIM PROVINCE
Detail Estimate & Abstract of cost

Name of project : Academic Science building construction

Project site : Tikapur Muncipality-1,kailali

F.Y
2080/081
 #REF!
#REF!
#REF!
#REF!
Final Valuation Quantity & Cost
Running Bill

#REF!
#REF!

F.Y
2076/077