vbc i & ii rate analysis rev

7/31/2019 VBC I & II Rate Analysis Rev

1/25


2/25

2 g) NP3 class 750mm dia RM 885.00 2411.62 2134287 1991.00 1762035.00 372252.24

3 h) NP-3 class 900mm dia RM 737.50 3246.16 2394039 2299.33 1695758.33 698281.15

4 i) NP-3 class 1050mm dia RM 37.50 4719.79 176992 3349.33 125600.00 51392.10

S-9 Providing and fixing marble plate 20cm x 100 M2 16159.00 138.39 2236177 110.00 1777490.00 458686.82

S-10 Providing and fixing in position canal data No 1197.00 1021.47 1222701 2937.98 3516756.08 -2294054.76

S-11 Providing and laying heavy duty PVC pipe No 396.00 9910.45 3924538 8032.50 3180870.00 743668.20

S-12 providing and fixing in position 450mm No 7671.00 260.06 1994905 168.75 1294481.25 700423.67

S-13 MS steel gril with angle frame Sq.m 2019.78 1238.93 2502362 1824.00 3684078.72 -1181716.72S-14 providing and laying water proofing m 6441.52 186.03 1198342 1824.00 11749332.48 -10550990.75

S-15 Providing diversion of road during

a) for WBM road KM 0.80 856108.03 684886 0.00 684886.42

b) for asphalt Road KM 1.00 1712698.87 1712699 0.00 1712698.87

S-16 dismantling the asphalt existing road Sq.m 1179.60 24.35 28723 0.00 28723.26

S-17 Providing 300mm thick pucca rubble Sq.m 4821.76 492.84 2376375 0.00 2376375.49

S-18 Construction of kundi at the head of sub No 815.00 7081.33 5771281 0.00 5771280.82

S-19 Providing and fixing 160mm wide 5mm m 21.00 275.90 5794 0.00 5793.81

S-20 providing and fabricating and erection of job 1.00 27370.62 27371 0.00 27370.62

S-21 providing and laying uncoarsed rubble Cum 34.56 3264.77 112830 0.00 112830.36

S-22 Stone spalls of minimum 25 mm size Sq.m 208.24 492.84 102630 0.00 102629.83

S-23 providing and laying precast RCC NP4

a) 600mm dia m 423.00 4018.72 1699920 4012.31 1697206.15 2714.10

b) 900mm dia m 190.00 7752.07 1472893 6192.31 1176538.90 296353.64

192830274 196490181.10 -3659906.85

R. APPROACH WORKS

R-1 Earth work in Embankment using selected M3 40897.27 46.97 1920862 43.50 1779031.25 141830.90

R-2 Compaction of Earth Work M3 40897.27 8.87 362680 7.00 286280.89 76399.38

R-3 Collecting, carting & stacking 40mm to M3 1828.00 1203.86 2200663 906.25 1656625.00 544038.39

R-4 Collecting, carting & stacking soft murrum M3 441.05 158.76 70022 43.50 19185.68 50836.31

R-5 Labour charges for spreading 40mm to M3 1807.00 37.01 66881 44.00 79508.00 -12627.32

R-6 labour charges for spreading soft M3 441.05 12.66 5585 44.00 19406.20 -13821.62

R-7 Consolidation WBM surface with roller Sq.m 14780.00 2.90 42881 2.00 29560.00 13321.00

R-8 providing 25mm thick dense carpet using Sq.m 6093.34 220.11 1341233 201.50 1227784.86 113447.67

6010807 5097382 913424.70

Total for Execution 583966901 626936205 -42969304

M1 Maintenance for 5 years

i) first year job 1.00 12206620.00 12206620 0.00


3/25

ii) second year job 1.00 12206620.00 12206620 0.00

iii) third year job 1.00 12206620.00 12206620 0.00

iv) fourth year job 1.00 12206620.00 12206620 0.00

v) fifth year job 1.00 12206620.00 12206620 0.00

61033100 0.00

TOTAL 645000001 626936205.26


4/25

Sr,No Description Unit Nos Length Width Depth Qty

E - 1 Clearing & jungle cutting Hect 1 1000.00 10.00 1.00

Note :- One J.C.B working for Jungle

cutting Required minimum 12 hours per

hect.and 0ne hour's J.C.B charges is RS.

600.00 Per hrs.

Total Gross Costing per Cum

Total Net Costing per Cum


E - 2 Stripping the canl constructions Cum 1.00 1000.00 10.00 0.15 1500.00

Note :- One J.C.B working for stripping

in 1 K.M Required minimum 15 hours

per K.M.and 0ne hour's J.C.B charges is

RS. 600.00 Per hrs.(Expenditure

Rs.9000/Qty .1500 = Rs.6.00 per Cum.




E - 3

Excavation of canal in all sorts of soils

incl soft and hard morrum

Section Cutting (Top 2.040 X Bottom

0.45 X 0.60 Height X 1.20 Slop X 2.55

Perifiery excluding 0.07 trimming)

1 Box Cutting Cum 1.00 1.00 0.45 0.53 0.2385

2 Slop Cutting Cum 2.00 1.00 0.40 0.53 0.4214

0.4214




E - 4

Earthwork in embankment using

selected soil,soft and hard morrum

from borrow area.

(a) with lead up to 1 km )

1 Earth loading cum 10.00

A.D.Rathod

Rate Calculations of VBC Mino

I-EARTH WORK


5/25

2 Earth transporting Lead up to 1 K.M cum 10.00

3 Earth spreading cum 10.00

Actul Work Costing cum 10.00

6 ( + ) Section Cutting @ 20% cum 12.70

7 Total Gross Costing per Cum cum



E - 4



from borrow area.

(b) with lead up to 2 km









E - 4



from borrow area.

( C ) with lead up to 3 km

1 Earth loading cum 10.002 Earth transporting Lead up to 3 K.M cum 10.00







E - 5 Compaction of Earth Work

1 Earth Work Watering cum 10.00

2 Earth Work Rolling cum 10.00





II-LINING WORK


6/25


L-1 Mechanised trimming of the canal

section for preparing sub grade for

laying

Sq.m

3 Trimming of Canal Sqm 1.00 1.00 2.55 0.00 2.5500

2.5500Total Gross Costing per Cum


Sr,No Description Unit Qty Length Width Depth Qty.

L-2 P C C 1 : 2 : 4

1 20mm metal cum 0.91

2 Sand cum 0.45

3 Cement bag 6.40

4 Labour cum 1.00

5 Water Ltr 300.00

6 Extra for Mixture,fuel etc... cum 1.00

7 Actul Work Costing per Cum.

8 Actul Work Costing per Sqmt Sqmt

Total Net Costing per Sqmt

Sr,No Description Unit Qty Length Width Depth Qty

B P C C 1 : 2 : 41 20mm metal cum 0.91

2 Sand cum 0.45

3 Cement bag 6.40

4 Labour cum 1.00

5 Water Ltr 150.00


7 Membrane Curing) Ltr 4.76

8 Actul Work Costing per Cum. Cum




B P C C 1 : 2 : 4


2 Sand cum 0.45

3 Cement bag 6.40

4 Labour cum 1.00

Lining Rate 0.070 mm Thk. (With Wate

Lining Rate 70 mm Thk. (With Membran

Lining Rate 15 cm Thk. (With Water C


7/25

5 Water Ltr 300.00






B P C C 1 : 2 : 4


2 Sand cum 0.45

3 Cement bag 6.40

4 Labour cum 1.00

5 Water Ltr 150.00


7 Membrane Curing) Ltr 2.25




Sr,No

Description

Unit Nos Length Width Depth Qty

S-1 Excavation for foundation in all sorts of

soils

Cum

1.00 120.00

Avrage 120.00 Cum.excavation per

Structure X 7 hrs.of J.C.B working XRs.600.00 per Hrs.

1 Dressing with Labour Nos 1.00 10.00

Actul Work Costing per Cum.



S-2 P C C 1 : 3 : 6


2 Sand cum 0.463 Cement bag 4.40

4 Labour cum 1.00

5 Water Ltr 300.00



Total Net Costing per Cum.

M-10 grade concrete foundation

M-15 grade concrete with Raft,bottom slab barrel, bottom sl

III-STRUCTURES

Lining Rate 15 cm Thk. (With Membran


8/25


S - 3 P C C 1 : 2 : 4


2 Sand cum 0.45

3 Cement bag 6.40

4 Form Work Sqmt 1.005 Labour cum 1.00

6 Water Ltr 300.00





S - 4 Steel

1 Coast of Steel M.T 1.002 3 % Westage M.T 1.00

3 Cutting & Binding M.T 1.00

4 Binding Wire M.T 0.005

5 Transportation of Steel M.T 1.00

8 Actul Work Costing per M.T. M.T

Total Net Costing per M.T.


S - 5 Brick - Masnory

1 Cost of bricks Nos 500.00

2 Sand Cum 0.22

3 Cement Bags 1.25

5 Labour Cum 1.00

5 Water Ltr 500.00




S - 6 Brick - Masnory

1 Cost of bricks Nos 500.00

2 Sand Cum 0.22

3 Cement Bags 1.25

5 Labour Cum 1.00

5 Water Ltr 500.00


Reinforcement work of TMT

Providing and laying burnt brick masonry i

Providing and laying burnt brick masonry i


9/25



S - 7 12 mm thick Plastring (1:4)

1 12 mm thick Plastring (1:4)

2 Cement Bags 0.13

3 Sand Cum 0.01

5 Mason & Helpr Sqm 1.00

5 Water Ltr 150.00

8 Actul Work Costing per Sqmt.

Total Net Costing per Sqmt.


S - 8 NP-3 class reinforced pipese) NP3 class 600mm dia Rmt 1.00 1.00

1

Hydra Hire Charges (5000 per day pipe

lying minimum 30 Rmt.) Rmt 1.00 30.00

2 Labour for Lying Pipe ( 3 X 250) Rmt 3.00 30.00


Total Net Costing per Rmt.


S - 8 NP-3 class reinforced pipesg) NP3 class 750mm dia Rmt 1.00 1.00

1







S - 8 NP-3 class reinforced pipes

e) NP3 class 900mm dia Rmt 1.00 1.00

1






NP-3 class reinforced pipes


Providing 12mm thick cement plaster in 1:




10/25




1



2Labour for Lying Pipe ( 4 X 250) Rmt 4.00

30.00






2 Labour Charges for Lying Pipe Rmt 1.00 1.00

3 Excavation (5 Hour's J.C.B) Rmt 32.50

8 Actul Work Costing per Rmt.Total Net Costing per Rmt.




2 Labour Charges for Lying Pipe Rmt 1.00 1.00

3 Excavation (5 Hour's J.C.B) Rmt 1.00 32.50

8 Actul Work Costing per Rmt.



S - 9

Providing and fixing marble plate 20cm

x 15cm x 2.54 cm

1 Marble Coasting 100 cm 1.00 1.00

2 Engraving & Led Charges. 100 cm 1.00

2 Labour Charges & Fixing etc. 100 cm 1.00 1.00

8 Actul Work Costing per Rmt.Total Net Costing per 100 cm2.


S - 10

Providing and fixing in position canal

data boards

1 M.S Angle 40 X 40 X 6 Kg 1.00 27.13

NP-4 class reinforced pipes (Pushing

NP-4 class reinforced pipes (Pushing

Providing and fixing marble plate 20cm x 15

Providing and fixing in position canal da


11/25

2 3mm M.S Steel Plates Kg 1.00 4.57

M : 150 Concrete Cum 1.00 0.12

2 Painting & Labour Charges & Fixing etc.L.S 1.00 1.00


Total Net Costing per No.


S - 10

Providing and fixing in position canal

data boards

1 M.S Angle 40 X 40 X 6 Kg 1.00 27.13

2 3mm M.S Steel Plates Kg 1.00 4.57

M : 150 Concrete Cum 1.00 0.12

2 Painting & Labour Charges & Fixing etc.L.S 1.00 1.00




S - 11

Providing and laying heavy duty PVC

pipe of 110mm dia for irrigation pipe

1 Supply of 110 mm PVC Pipe No 1.00 1.00

2 Construction of well Both side Cum 2.00 2.00

3 Plaster both side L.S 2.00 1.00

Actul Work Costing per Nos.Total Net Costing per No.


S - 12

Providing and fixing in position 450mm

wide steps of 28mm dia bars

1 M.S 28 mm Round Bar Kg 1.00 2.25

2 Painting & Labour Charges & Fixing etc.Kg 1.00 2.25




S - 13 MS steel gril with angle frame

1 M.S 28 mm Round Bar Kg 1.00 32.00

2 Labour Charges & Fixing etc. Kg 1.00 32.00

MS steel gril with angle frame

Providing and fixing in position canal da

Providing and laying heavy duty PVC pipe of 110mm

Providing and fixing in position 450mm wide step


12/25


13/25


R-4

(a) with lead up to 1 km )



3 Earth spreading cum 10.004 Actul Work Costing cum 10.00



R-5

1 Labour charge cum 1.00

2 Actul Work Costing cum 0.00



R-6

1 Labour charge cum 1.00




R-7

1 Rollar charge cum 1.00




R-8

1 Asphalt 4.00% M.T 0.04002 20 mm Aggrigate 33.33% M.T 0.33

3 10 mm Aggrigate 33.33% M.T 0.33

4 Dust below 6mm 33.33% M.T 0.33

5 L.D.O (5 to 6 ltr per M.T) Ltr 5.00

6 Mixing Charges M.T 1.00

7 Carting M.T 1.00

8 Laying Charges with Paver,compection

& Rolling Watering. M.T 1.00

labour charges for spreading soft mu

Labour charges for spreading 40mm to 63m

Consolidation WBM surface with r

providing 25mm thick dense carpet using crus


14/25

9 Actul Work Costing per M.T


12 Total Net Costing per Cum.

13 Total Net Costing per Sqmt.


15/25

Material Cost Rate Amount Remarks

7200.00 7200.00

7200.00 7200.00

7200.00 7200.00


6.00 9000.00

6.00 9000.00

6.00


83.86 83.86 J.C.B Cutting Rs.20.00 per Rmt.

71.20 71.20

77.53

77.53


18.00 180.00

r I & II

Labour Cutting & Trimming Charges

Rs.30.00 per Sqmt 01 Rmt = 2.55 Sqmt.


16/25

22.50 225.00

3.00 30.00

43.50 435.00

8.70 117.45

52.20 552.45

52.20


18.00 180.00

29.50 295.00

3.00 30.00

50.50 505.00

10.10 136.35

60.60 641.35

60.60


18.00 180.0036.50 365.00

4.00 40.00

58.50 585.00

11.70 157.95

70.20 742.95

70.20


3.00 30.00

4.00 40.00

7.00 70.00

0.00 0.00

7.00 70.00

7.00


17/25


10.00 25.5010.00 25.50

10.00


970.00 882.70

500.00 225.00

261.00 1670.40

571.00 571.00

0.065 19.50

25.00 25.00

2327.07 3393.60

237.65

237.65


970.00 882.70

500.00 225.00

261.00 1670.40

571.00 571.00

0.065 9.75

25.00 25.00

21.23 101.05

3484.90

244.04

244.04


970.00 882.70

500.00 225.00

261.00 1670.40

466.00 466.00

Curing)

e Curing)

uring)


18/25

0.065 19.50

25.00 25.00

3288.60

493.78

493.78


970.00 882.70

500.00 225.00

261.00 1670.40

466.00 466.00

0.065 9.75

25.00 25.00

21.23 47.7675

3326.62

499.49

499.49


35.00 4200.00

200.00 16.67 2000.00

51.67 6200.00

51.67


970.00 892.40

500.00 230.00261.00 1148.40

400.00 400.00

0.065 19.50

25.00 25.00

2715.30

2715.30

s

b of sump and approach slab

Curing)


19/25


970.00 882.70

500.00 225.00

261.00 1670.40

165.00 165.00450.00 450.00

0.065 19.50

25.00 25.00

3437.60

3437.60


56000.00 56000.001680.00 1680.00

5000.00 5000.00

60000.000 300.00

500.00 500.00

63480.00

63480.00


4.00 2000.00

500.00 110.00

261.00 326.25

400.00 400.00

0.065 32.50

2868.75

2868.75


4.00 2000.00

500.00 110.00

261.00 326.25

500.00 500.00

0.065 32.50

2968.75

foundation

foundation


20/25

2968.75


275.00 35.75

450.00 5.40

75.00 75.00

0.065 9.75

125.90

125.90


1060.00 1060.00

166.00 166.00

25.00 25.00

1251.00 1251.00

1251.00


1800.00 1800.00

166.00 166.00

25.00 25.00

1991.00 1991.00

1991.00


2100.00 2100.00

166.00 166.00

33.33 33.33

2299.33 2299.33

2299.33

proportion


21/25


3150.00 3150.00

166.00 166.00

33.33 33.33

3349.33 3349.33

3349.33


1120.00 1120.00

2800.00 2800.00

92.31 92.31

4012.31 4012.314012.31


2300.00 2300.00

3800.00 3800.00

92.31 92.31

6192.31 6192.31

6192.31


25.00

65.00

20.00

110.00110.00


50.00 1356.62 (7.50+0.23 = 7.73 Rmt X 3.51Kg

ethod)

ethod)

m x 2.54 cm

a boards


22/25

60.00 274.20

3393.00 407.16

900.00 900.00

2937.98

2937.98


50.00 1356.62 (7.50+0.23 = 7.73 Rmt X 3.51Kg

60.00 274.20

3393.00 407.16

900.00 900.00

2937.98

2937.98


1295.00 1295.00

2868.75 5737.50

1000.00 1000.00

8032.508032.50


50.00 112.50 (7.50+0.23 = 7.73 Rmt X 3.51Kg

25.00 56.25

168.75

168.75


45.00 1440.00

12.00 384.00

a boards

dia for irrigation pipe

of 28mm dia bars


23/25

1824.00

1824.00


45.00 1440.00

12.00 384.00

1824.00

1824.00


18.00 180.00

22.50 225.00

3.00 30.00

43.50 435.00

0.00 117.45

43.50 552.45

43.50


3.00 30.00

4.00 40.00

7.00 70.00

0.00 0.00

7.00 70.00

7.00


906.25 906.25

906.25

906.25

mm thick

rrum

ous sealing


24/25


18.00 180.00

22.50 225.00

3.00 30.0043.50 435.00

43.50


This rate is include with R-6 Item rate

44.00 44.00

44.00 0.00

44.00


This rate is include with R-6 Item rate

44.00 44.00

44.00 0.00

44.00


2.00 2.00

2.00 0.00

2.00


50000.00 2000.00725.00 241.64

625.00 208.31

550.00 183.32

60.00 300.00

150.00 150.00

75.00 75.00

200.00 200.00

rrrum

m size metal

ller

ed stone chips


25/25

3358.27

8059.85

8059.85

201.50

vbc i & ii rate analysis rev

Documents