vbc i & ii rate analysis rev
TRANSCRIPT
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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
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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
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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
Sr,No Description Unit Nos Length Width Depth Qty
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.
Total Gross Costing per Cum
Total Net Costing per Cum
Sr,No Description Unit Nos Length Width Depth Qty
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
Total Gross Costing per Cum
Total Net Costing per Cum
Sr,No Description Unit Nos Length Width Depth Qty
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
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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
Total Net Costing per Cum
Sr,No Description Unit Nos Length Width Depth Qty
E - 4
Earthwork in embankment using
selected soil,soft and hard morrum
from borrow area.
(b) with lead up to 2 km
1 Earth loading cum 10.00
2 Earth transporting Lead up to 2 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
Total Net Costing per Cum
Sr,No Description Unit Nos Length Width Depth Qty
E - 4
Earthwork in embankment using
selected soil,soft and hard morrum
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
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
Total Net Costing per Cum
Sr,No Description Unit Nos Length Width Depth Qty
E - 5 Compaction of Earth Work
1 Earth Work Watering cum 10.00
2 Earth Work Rolling cum 10.00
Actul Work Costing cum 10.00
6 ( + ) Section Cutting @ 20% cum 12.70
7 Total Gross Costing per Cum cum
Total Net Costing per Cum
II-LINING WORK
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Sr,No Description Unit Nos Length Width Depth Qty
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
Total Net 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
6 Extra for Mixture,fuel etc... cum 1.00
7 Membrane Curing) Ltr 4.76
8 Actul Work Costing per Cum. Cum
9 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 : 4
1 20mm metal cum 0.91
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
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5 Water Ltr 300.00
6 Extra for Mixture,fuel etc... cum 1.00
7 Actul Work Costing per Cum. Cum
8 Actul Work Costing per Sqmt Sqmt
Total Net Costing per Sqmt
Sr,No Description Unit Nos Length Width Depth Qty
B 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 150.00
6 Extra for Mixture,fuel etc... cum 1.00
7 Membrane Curing) Ltr 2.25
8 Actul Work Costing per Cum. Cum
9 Actul Work Costing per Sqmt Sqmt
Total Net Costing per Sqmt
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.
Total Net Costing per Sqmt
Sr,No Description Unit Qty Length Width Depth Qty
S-2 P C C 1 : 3 : 6
1 20mm metal cum 0.92
2 Sand cum 0.463 Cement bag 4.40
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.
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
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Sr,No Description Unit Nos Length Width Depth Qty
S - 3 P C C 1 : 2 : 4
1 20mm metal cum 0.91
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
7 Extra for Mixture,fuel etc... cum 1.00
8 Actul Work Costing per Cum. Cum
Total Net Costing per Cum.
Sr,No Description Unit Nos Length Width Depth Qty
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.
Sr,No Description Unit Nos Length Width Depth Qty
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
8 Actul Work Costing per Cum.
Total Net Costing per Cum.
Sr,No Description Unit Nos Length Width Depth Qty
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
8 Actul Work Costing per Cum.
Reinforcement work of TMT
Providing and laying burnt brick masonry i
Providing and laying burnt brick masonry i
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Total Net Costing per Cum.
Sr,No Description Unit Nos Length Width Depth Qty
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.
Sr,No Description Unit Nos Length Width Depth Qty
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
8 Actul Work Costing per Sqmt.
Total Net Costing per Rmt.
Sr,No Description Unit Nos Length Width Depth Qty
S - 8 NP-3 class reinforced pipesg) NP3 class 750mm 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
8 Actul Work Costing per Sqmt.
Total Net Costing per Rmt.
Sr,No Description Unit Nos Length Width Depth Qty
S - 8 NP-3 class reinforced pipes
e) NP3 class 900mm 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 ( 4 X 250) Rmt 4.00 30.00
8 Actul Work Costing per Sqmt.
Total Net Costing per Rmt.
NP-3 class reinforced pipes
NP-3 class reinforced pipes
Providing 12mm thick cement plaster in 1:
NP-3 class reinforced pipes
NP-3 class reinforced pipes
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Sr,No Description Unit Nos Length Width Depth Qty
S - 8 NP-3 class reinforced pipes
e) NP3 class 1050mm dia Rmt 1.00 1.00
1
Hydra Hire Charges (5000 per day pipe
lying minimum 30 Rmt.) Rmt 1.00 30.00
2Labour for Lying Pipe ( 4 X 250) Rmt 4.00
30.00
8 Actul Work Costing per Sqmt.
Total Net Costing per Rmt.
Sr,No Description Unit Nos Length Width Depth Qty
S - 8 NP-4 class reinforced pipes
e) NP4 class 600mm dia Rmt 1.00 1.00
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.
Sr,No Description Unit Nos Length Width Depth Qty
S - 8 NP-4 class reinforced pipes
e) NP4 class 900mm dia Rmt 1.00 1.00
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.
Total Net Costing per Rmt.
Sr,No Description Unit Nos Length Width Depth Qty
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.
Sr,No Description Unit Nos Length Width Depth Qty
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
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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
8 Actul Work Costing per Rmt.
Total Net Costing per No.
Sr,No Description Unit Nos Length Width Depth Qty
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
8 Actul Work Costing per Rmt.
Total Net Costing per No.
Sr,No Description Unit Nos Length Width Depth Qty
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.
Sr,No Description Unit Nos Length Width Depth Qty
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
8 Actul Work Costing per Rmt.
Total Net Costing per No.
Sr,No Description Unit Nos Length Width Depth Qty
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
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Sr,No Description Unit Qty Length Width Depth Qty
R-4
(a) with lead up to 1 km )
1 Earth loading cum 10.00
2 Earth transporting Lead up to 1 K.M cum 10.00
3 Earth spreading cum 10.004 Actul Work Costing cum 10.00
Total Net Costing per Cum.
Sr,No Description Unit Qty Length Width Depth Qty
R-5
1 Labour charge cum 1.00
2 Actul Work Costing cum 0.00
Total Net Costing per Cum.
Sr,No Description Unit Qty Length Width Depth Qty
R-6
1 Labour charge cum 1.00
2 Actul Work Costing cum 0.00
Total Net Costing per Cum.
Sr,No Description Unit Qty Length Width Depth Qty
R-7
1 Rollar charge cum 1.00
2 Actul Work Costing cum 0.00
Total Net Costing per Cum.
Sr,No Description Unit Qty Length Width Depth Qty
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
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9 Actul Work Costing per M.T
10 Actul Work Costing per Cum.
12 Total Net Costing per Cum.
13 Total Net Costing per Sqmt.
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Material Cost Rate Amount Remarks
7200.00 7200.00
7200.00 7200.00
7200.00 7200.00
Material Cost Rate Amount Remarks
6.00 9000.00
6.00 9000.00
6.00
Material Cost Rate Amount Remarks
83.86 83.86 J.C.B Cutting Rs.20.00 per Rmt.
71.20 71.20
77.53
77.53
Material Cost Rate Amount Remarks
18.00 180.00
r I & II
Labour Cutting & Trimming Charges
Rs.30.00 per Sqmt 01 Rmt = 2.55 Sqmt.
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22.50 225.00
3.00 30.00
43.50 435.00
8.70 117.45
52.20 552.45
52.20
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
3.00 30.00
4.00 40.00
7.00 70.00
0.00 0.00
7.00 70.00
7.00
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Material Cost Rate Amount Remarks
10.00 25.5010.00 25.50
10.00
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
970.00 882.70
500.00 225.00
261.00 1670.40
466.00 466.00
Curing)
e Curing)
uring)
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0.065 19.50
25.00 25.00
3288.60
493.78
493.78
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
35.00 4200.00
200.00 16.67 2000.00
51.67 6200.00
51.67
Material Cost Rate Amount Remarks
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)
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Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
56000.00 56000.001680.00 1680.00
5000.00 5000.00
60000.000 300.00
500.00 500.00
63480.00
63480.00
Material Cost Rate Amount Remarks
4.00 2000.00
500.00 110.00
261.00 326.25
400.00 400.00
0.065 32.50
2868.75
2868.75
Material Cost Rate Amount Remarks
4.00 2000.00
500.00 110.00
261.00 326.25
500.00 500.00
0.065 32.50
2968.75
foundation
foundation
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2968.75
Material Cost Rate Amount Remarks
275.00 35.75
450.00 5.40
75.00 75.00
0.065 9.75
125.90
125.90
Material Cost Rate Amount Remarks
1060.00 1060.00
166.00 166.00
25.00 25.00
1251.00 1251.00
1251.00
Material Cost Rate Amount Remarks
1800.00 1800.00
166.00 166.00
25.00 25.00
1991.00 1991.00
1991.00
Material Cost Rate Amount Remarks
2100.00 2100.00
166.00 166.00
33.33 33.33
2299.33 2299.33
2299.33
proportion
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Material Cost Rate Amount Remarks
3150.00 3150.00
166.00 166.00
33.33 33.33
3349.33 3349.33
3349.33
Material Cost Rate Amount Remarks
1120.00 1120.00
2800.00 2800.00
92.31 92.31
4012.31 4012.314012.31
Material Cost Rate Amount Remarks
2300.00 2300.00
3800.00 3800.00
92.31 92.31
6192.31 6192.31
6192.31
Material Cost Rate Amount Remarks
25.00
65.00
20.00
110.00110.00
Material Cost Rate Amount Remarks
50.00 1356.62 (7.50+0.23 = 7.73 Rmt X 3.51Kg
ethod)
ethod)
m x 2.54 cm
a boards
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60.00 274.20
3393.00 407.16
900.00 900.00
2937.98
2937.98
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
1295.00 1295.00
2868.75 5737.50
1000.00 1000.00
8032.508032.50
Material Cost Rate Amount Remarks
50.00 112.50 (7.50+0.23 = 7.73 Rmt X 3.51Kg
25.00 56.25
168.75
168.75
Material Cost Rate Amount Remarks
45.00 1440.00
12.00 384.00
a boards
dia for irrigation pipe
of 28mm dia bars
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1824.00
1824.00
Material Cost Rate Amount Remarks
45.00 1440.00
12.00 384.00
1824.00
1824.00
Material Cost Rate Amount Remarks
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
Material Cost Rate Amount Remarks
3.00 30.00
4.00 40.00
7.00 70.00
0.00 0.00
7.00 70.00
7.00
Material Cost Rate Amount Remarks
906.25 906.25
906.25
906.25
mm thick
rrum
ous sealing
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Material Cost Rate Amount Remarks
18.00 180.00
22.50 225.00
3.00 30.0043.50 435.00
43.50
Material Cost Rate Amount Remarks
This rate is include with R-6 Item rate
44.00 44.00
44.00 0.00
44.00
Material Cost Rate Amount Remarks
This rate is include with R-6 Item rate
44.00 44.00
44.00 0.00
44.00
Material Cost Rate Amount Remarks
2.00 2.00
2.00 0.00
2.00
Material Cost Rate Amount Remarks
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
-
7/31/2019 VBC I & II Rate Analysis Rev
25/25
3358.27
8059.85
8059.85
201.50