ratebook-2012_miwrm (1)
TRANSCRIPT
MINISTRY OF IRRIGATION AND WATER RESOURCES MANAGEMENT
ENGINEER’S UNIT RATES
FOR
CONSTRUCTION WORKS
Rates Committee ;
Ministry of Irrigation and Water Resources Management,
No. 500, T.B. Jayah Mawatha,
Colombo -10,
Sri Lanka.
New Rates are applicable from
01 January 2012
- 1 -
ABBREVIATIONS
A - Ampere ac - Acres avg - Average C.I. - Cast iron CIF - Cost, Insurance and Freight CT - Crawler Tractor cu - Cube (100 cubic feet) cu.ft - Cubic feet cu.yd - Cubic yard cwt - Hundredweight D-Box - Distribution box dia. - Diameter DPC - Damp Proof Coarse ft. - Feet G.I. - Galvanized Iron gl - Gallon gpm - Gallons per minute ha - Hectare HP - Horse Power hrs - Hours kg - Kilo gramme kVA - Kilo Volt Ampere lb - Pound l - Litre m - Metre m2 - Square metre m3 - Cubic metre max. - Maximum mm - Milli metre M.S. - Mild steel Nos. - Numbers PVC - Poly Vinyl Chloride RCC - Reinforced Cement Concrete r/f - Reinforcement Rs. - Rupees sq - Square (100 square feet) sq.ft - Square feet W - Watt yd - Yard
- 2 -
PREAMBLE 1. SCOPE
The rates listed here are to enable preparation of "Engineer's Estimates" for irrigation and settlement projects. The total specifications for the rates herein are described in "Technical Specifications".
2. CONSTRUCTION AGENCIES
As purchase of Machinery and equipment will be made by State or Private sector and as Sri Lankan labour will be employed, the basic unit rates are applicable for domestic construction Agencies in the Public sector and Private sectors, according to the classification given below. Class A - Large firms bound by "Collective Agreement" and State Corporations operating
on a commercial basis. Class B - Medium firms not bound by "Collective Agreement" generally executing with
casual labour except for permanent operators for heavy equipment and small scale contractors with earth moving machinery.
Class C - Government Departments & non-commercial State Corporations executing on
force account with casual labour except for permanent operators for heavy equipment and Small Scale Contractors largely supplying casual labour.
3. ASSIGNMENT OF WORKS
It is recommended that Machinery intensive jobs be assigned to Class "A" and labour intensive works to Class "C" construction agencies respectively. Class "B" construction agencies may be assigned jobs requiring less Machinery power and more manpower.
Conversion Factors
1m = 3.2808 ft 1 ft = 0.3048 m
1 Kg = 2.2046 lb 1 lb = 0.4536 kg
1 ha = 2.47 ac 1 ac = 0.4048 ha
1 cu.m = 0.353 cu 1 cu = 2.833 cu.m
1 sq.m = 0.1076 sq 1 sq = 9.2937 sq.m
1 M.ton = 0.9842 ton 1 ton = 1.016 M.ton
1 lit = 0.22 gl 1 gl = 4.54 lit
1 bushel = 1.2844 cu.ft 1 cu.ft = 0.7786 bushel
- 3 -
4. OVERHEADS AND PROFIT FACTOR (OH & PF)
The overheads and profit factor by which the Basic Unit Rate is multiplied to obtain the Unit Rates for the above classes of construction agencies is as follows.
CLASS OF
CONSTRUCTION AGENCY
OVERHEADS & PROFIT FACTOR
Civil Works (Canals, Roads etc) Building
Works
A
B C
1.23 1.17 1.14
1.36 1.18 1.18
Note:
(i) VAT is not included in the overheads & profit factor. (ii) The rates are based on basic prices prevalent in January 2012. (iii) The calculated unit rates have been rounded off as follows: When Unit Rate amount is, Between 0 to Rs. 100, to nearest 5 cts. Over Rs. 100 to Rs. 500, to nearest 25, 50, 75 cts. Over Rs. 500 to Rs.1000, to nearest 50 cts 5 VALUE ADDED TAX (VAT)
VAT has not been included in the unit rates, in order to avoid complications arising from the fact that only contractors who have registered themselves at the Department of Inland Revenue for VAT are eligible for claims on VAT. To include VAT in the Engineer’s estimate, it could be added as a sum (12% of the estimate without VAT) to the estimate prepared based on the appropriate unit rates.
Engineer's Unit Rates - Applicable from 01 January 2012
No. Category
1 Unskilled labour
2 Semi-skilled labour
3 Skilled (ordinary)
4 Skilled (carpenters, masons)
5 Skilled (heavy equipment operators)
6 Mechanics, electricians and welders
No. Item Unit Price (Rs.)
1 Lanka Auto diesel l 84.00
2 Lanka Petrol l 137.00
3 Gelignite 60-80% lb 338.00
4 Electric detonators each 98.21
5 Jumper steel, 7/8" dia.(2.5 lb/ft) ft 125.00
6 Set Exploder, Ohm meter & Hand siren 10000cu 322,000.00
7 Bitumen 80/100 gl 460.00
8 R/F bars, mild steel (all sizes) lb 49.61
9 R/F bars, tor steel (all sizes) lb 50.41
10 Class II shuttering planks, 1"x12" m 114.00
11 Wire nails kg 352.00
12 4" dia.Round timber for scaffolding (0.2 cu.ft/ft.) ft 12.50
13 Portland cement - 50 kg bags each 660.00
14 Pre-stressed conc. Bridge Beam 53'x5.07 ton each 126,000.00
15 -do- 44'x4.22 t each 93,000.00
16 -do- 40'x3.80 t each 84,500.00
17 -do- 35'x2.86 t each 73,000.00
18 -do- 32'x2.59 t each 62,000.00
19 -do- 23'x2.26 t each 46,000.00
20 -do- 20'x2.08 t each 40,700.00
21 -do- 17'x1.57 t each 31,000.00
22 -do- 14'x1.13 t each 24,000.00
23 -do- 11'x0.89 t each 21,000.00
24 12" dia.Polythene displacer with sawdust & tie rods per beam 2,250.00
25 3"x1/2" Neoprene pad and Dowels per beam 1,130.00
26 Kerb slab 3'x91.64 Kg each 1,200.00
27 Fascia slab 1 1/2"x3'x4'x105.89 Kg with tie wires each 2,700.00
28 -do- 1 1/2"x2'x4'x46.32 Kg with tie wires each 2,200.00
29 Upright for hand rail 3'3"x71.93 Kg each 1,450.00
30 Hand rail 3"dia.x7' 8 1/2"x 84.37 Kg each 1,500.00
31 Rainwater channel 3"x6"x24"x 14.25 Kg each 200.00
32 Steel plates & anchors in expansion joints lb 120.00
33 9" dia.C.I gate & screw lift hoist with spindles each 24,438.00
34 12" dia. -do- each 26,800.00
35 15" dia. -do- each 46,058.00
36 18" dia. -do- each 52,786.00
660.00
1,050.00
1,075.00
1,100.00
PRICES OF CONSTRUCTION MATERIALS FOR CIVIL WORKS USED IN THE
ANALYSIS OF RATES
LABOUR WAGES USED IN THE ANALYSIS OF RATES
900.00
725.00
Wages per 9 hrs day (Rs.)
- 4 -
Engineer's Unit Rates - Applicable from 01 January 2012
No. Item Unit Price (Rs.)
37 24" dia. -do- each 72,490.00
38 30" dia. -do- each 120,253.00
39 6" dia. RCC spun pipes ft 362.50
40 9" dia. -do- ft 525.00
41 12" dia. -do- ft 625.00
42 15" dia. -do- ft 737.50
43 18" dia. -do- ft 868.75
44 24" dia. -do- ft 1,100.00
45 30" dia. -do- ft 1,343.75
46 36" dia. -do- ft 1,700.00
47 42" dia. -do- ft 2,182.00
48 48" dia. -do- ft 2,550.00
49 54" dia. -do- ft 2,915.00
50 6" Collar for RCC pipes each 325.00
51 9" dia. -do- each 400.00
52 12" dia. -do- each 550.00
53 15" dia. -do- each 600.00
54 18" dia. -do- each 750.00
55 24" dia. -do- each 900.00
56 30" dia. -do- each 975.00
57 36" dia. -do- each 1,150.00
58 42" dia. -do- each 1,550.00
59 48" dia. -do- each 1,800.00
60 54" dia. -do- each 2,200.00
No. Item Unit Price (Rs.)
1 Burnt Clay Bricks 8 5/8" x 4 1/8" x 2 5/8" 1000 Nos. 6500.00
2 Slaked lime (wt= 50 lb/cu.ft) cu ft 450.00
3 Portland cement ( 50 kg bags) each 660.00
4 DPC tar gl 757.10
5 150x150mm Glazed wall tiles each 42.00
6 200x200mm .floor tiles each 65.00
7 300x300 Floor tiles each 116.00
8 Class 1 timber 4"x3" m 738.00
9 -do- 3"x1" m 246.00
10 -do- 9"x1" m 750.00
11 -do- 4"x1" m 328.00
12 -do- 4"x2" m 505.00
13 -do- 6"x1" m 500.00
14 -do- 12"x3/4" Planks m 625.00
15 Ordinary Plywood door 2'9"x6'9" each 2200.00
16 PVC Toilet door including door frames each 4950.81
17 Brass butt hinges 4"x3" or 4"x2 1/2" each 130.00
18 Hold fasts 9"x1"x1/8" each 25.00
19 Brass barrel bolts 10" each 260.00
20 -do- 6" each 240.00
21 -do- 4" each 160.00
PRICES OF CONSTRUCTION MATERIALS FOR BUILDING WORKS USED IN THE
ANALYSIS OF RATES
- 5 -
Engineer's Unit Rates - Applicable from 01 January 2012
No. Item Unit Price (Rs.)
22 Nickel door handle each 175.00
23 Mortice door lock each 3900.00
24 Brass screws, assorted sizes in 100/pkt pkt 660.00
25 3 mm thick figured glass sheet sq.ft 50.00
26 Brass centre pivot (Hinge), 2 1/2" each 60.00
27 Door rings each 85.00
28 Hasp & staple, GI 4" each 110.00
29 Pad lock, Brass 2"(Viro) each 550.00
30 Brass casement stays, 10" each 130.00
31 Brass casement fastners 4" each 100.00
32 Brass window rings each 75.00
33 Panel pins (3/4") 100 g 190.00
34 Brass fanlight catch each 120.00
35 G.I.(2"x2") Welded mesh (12'x7') sheet 3125.00
36 Class 1 timber 6"x2" m 853.00
37 -do- 4"x4" m 1150.0038 -do- 6"x4" m 1805.00
39 -do- 5"x4" m 1250.00
40 -do- 5"x3" m 875.00
41 -do- 2"x1" (Reepers) m 75.00
42 -do- 2"x2" m 135.00
43 -do- 10"x1" m 830.00
44 -do- 8"x1" m 558.00
45 Lunumidella ceiling planks 8"x3/4" m 165.00
46 1 1/2"x3/8" Beading m 91.86
47 1 1/4"x3/4" Moulding m 137.80
48 Wood preservative, clear l 290.00
49 Calicut pattern tiles - Gr.1 each 38.00
50 Calicut ridge tiles each 50.00
51 Corrugated Asbestos sheets 10'x3'7" sheet 1665.00
52 Corrugated Asbestos Ridge sheet pair 600.00
53 4 1/2" GI roofing nuts, bolts & washers 50 Nos. 400.00
54 6" dia. half©round, country tiles each 20.00
55 Boiled lime (wt 50 lb/cu.ft) cu.ft 680.00
56 Flat Asbestos sheets 4'x4' sheet 460.00
57 Aluminium Plain sheet (gauge 17) sq ft 45.00
58 6" dia.half round/4 1/2" square PVC eaves gutter. ft 73.33
59 PVC gutter joiners each 111.00
60 PVC gutter end caps each 92.00
61 Gutter brackets each 24.00
62 3 1/2" dia.PVC down pipe (in 12' length) ft 51.00
63 -do- elbow each 156.00
64 -do- joiners each 115.00
65 Down pipe clips (straps) each 24.00
66 Roll Plugs to fix screws each 1.50
67 4 1/2" PVC running gutter head each 256.00
68 -do- gutter box each 609.00
69 Glue for binding lime/samara kg 150.00
- 6 -
Engineer's Unit Rates - Applicable from 01 January 2012
No. Item Unit Price (Rs.)
70 Coir brush for cleaning ext. walls each 65.00
71 3 knot wash brush for lime/samara each 100.00
72 Wall filler kg 135.00
73 Weather shield 4l 3360.00
74 Emulsion paint 4l 2600.00
75 Sand paper sheets (assorted sizes) each 45.00
76 Distemper brush 5" each 620.00
77 Enamel paint 4l 3142.00
78 Floor paint l 964.00
79 Thinner 4l 760.00
80 Paint brush (3") each 420.00
81 Varnish (external) 4l 3265.00
82 Aluminum paint 4l 3152.00
83 4" dia. PVC pipes (type 400) ft 166.00
84 -do- bends each 1280.00
85 -do- pipe junction each 1553.00
86 Ceramic low level commode with all fittings each 12860.00
87 Ceramic squatting pan (large) with "P"/"S" trap each 1850.00
88 Foot rests pair 450.00
89 Plastic High level cistern & down pipe each 2150.00
90 1000x500mm s/s kitchen sink complete with flushing
plug & strainer
each 2925.00
91 22"x15" Ceramic wash basin with tap, flushing plug &
strainer
each 3200.00
92 Solvent cement for joining PVC g 2.25
93 1/2" PVC pipe ft 12.92
94 -do- elbow each 16.00
95 -do- faucet socket each 22.00
96 3/4" PVC pipe ft 36.38
97 -do- elbow each 30.00
98 -do- faucet socket each 31.00
99 1" PVC pipe ft 57.23
100 -do- elbow each 43.00
101 -do- faucet socket each 40.00
102 1 1/2" PVC pipe ft 70.76
103 -do- elbow each 95.07
104 -do- faucet socket each 75.10
105 2" PVC pipe ft 124.58
106 -do- elbow each 148.84
107 -do- faucet socket each 115.16
108 PVC shower rose 1/2" each 110.00
109 PVC valve socket 1/2" each 22.00
110 1/2" globe valve, PVC each 154.00
111 1/2" bib cock , brass each 420.00
112 3/4" globe valve, PVC each 235.00
113 3/4" bib cock, brass each 800.00
114 1" globe valve, PVC each 315.00
115 1 1/2" gate valve, brass each 1700.00
- 7 -
Engineer's Unit Rates - Applicable from 01 January 2012
No. Item Unit Price (Rs.)
116 2" gate valve, brass each 2400.00
117 Ceramic urinal pan each 2400.00
118 Roll plugs each 1.50
119 Chromium plated soap holder each 325.00
120 Chromium plated tooth brush holder each 550.00
121 Chromium plated towel holder (pair) each 1200.00
122 Bathroom mirror, size 500x400 mm. each 1990.00
123 Nikel plated Glass tray holders (pair) each 500.00
124 5 mm thick glass tray (16"x5") each 650.00
125 Chromium plated 6"x6" toilet paper holder each 1200.00
126 Ceramic 4"x4" robe hook each 1250.00
127 6"x6" PVC grating each 150.00
128 PVC gulley each 575.00
129 2" dia.,6' long, PVC pipes , 400 each 425.00
130 4" dia.,6' -do- each 995.00
131 Fixing brackets 2" - PVC each 60.00
132 -do- 4" - PVC each 100.00
133 2" dia. pipe clips each 29.00
134 4" dia. PVC pipe (type 400) ft 166.00
135 4" dia. pipe clips each 110.00
136 Copper wiredome for vent pipe each 250.00
137 Electric cable 1/044 EPL-single m 19.85
138 5/8" conduit ft 6.30
139 Wiring clips 1 1/4" to 2" in 100/pkt pkt 25.00
140 Panel pins 3/4" kg 190.00
141 Round blocks each 20.00
142 Embedded mounting box (Plastic) each 20.00
143 Brass screws pkt 930.00
144 Surface switch each 125.00
145 Lamp shade - plastic each 120.00
146 60 W electric bulb (230 V) each 71.00
147 Batten lamp holder each 80.00
148 Ceiling rose each 60.00
149 Pendant lamp holder each 60.00
150 Electric cable 14/0076 twin - (2 core cable) m 48.66
151 -do- 7/044 twin - service mains m 290.63
152 6-way MCB encloser each 375.00
153 Electric cable 7/029 single (earth) m 66.00
154 5A,3 pin plug base with switch each 295.00
155 10-way MCB encloser each 375.00
156 6A MCBs each 183.04
157 10A MCBs each 183.04
158 16A MCBs each 183.04
159 20A MCBs each 183.04
160 32A MCBs each 183.04
161 40A MCBs each 183.04
- 8 -
Engineer's Unit Rates - Applicable from 01 January 2012
No. Item Unit Price (Rs.)
162 12-way MCB encloser each 758.92
163 63A Isolator (2 Pole) each 776.79
164 40A Isolator (2 Pole) each 656.25
165 8-way MCB encloser each 450.00
166 40A 30mA 2 Pole RCD (ELCB) each 2205.36
167 63A 30mA 2 Pole RCD (ELCB) each 2366.07
168 Roll plugs each 1.50
169 2" dia. G.I. pipe for earth electrode ft 140.00
170 G.I. bracket with insulator etc. (3") each 420.00
171 Swan neck holder each 125.00
172 Ceiling lamp fittings (without bulb) each 550.00
173 Suspension chains m 105.00
174 Hooks & eyes (set) each 35.00
175 Florescent lamp fittings 2' (set) each 550.00
176 -do- 4' (set) each 625.00
177 Florescent lamp tube (20 W) each 90.00
178 -do- (40 W) each 80.00
179 15 A, 3 pin plug base with switch each 430.00
180 Ceiling fan with regulator each 4500.00
181 Hook to hang ceiling fan 3/4" dia. T.S. each 110.00
182 Electric bell each 295.00
183 4-way MCB encloser each 375.00
184 Bell push each 285.00
185 Lamp ballast each 285.00
186 125W Mercury bulb each 187.50
187 40/0076 Flexible cable (2 core) m 78.00
188 3/4" G.I. pipe ft 60.00
189 G.I. bracket with insulator etc. ( 3/4") each 300.00
190 Aluminium connectors each 65.00
191 13 A, Squire pin plug base with switch each 330.36
192 6"x8"x15" cement blocks each 48.00
193 River Sand Cu 4500.00
194 Electric cable 7/0036 Twin m 199.20
195 Electric cable 7/0029 Twin m 126.40
Plant Hourly Plant
RN Rate (Rs.)
1A 11,772.03
2A 19,518.46
3A 638.18
4A 446.72
5 223.36
6 325.60
7 9,540.35
8 6,603.02
10 5,666.01
11A 3,461.45
11B 765.37
13 2,481.81
14A 19,606.33
Back-Hoe cum hydraulic excavator (1 cu.yd)
Rear Dumper - 15 t (working)
Crawler tractor 180-200 HP (10000 hrs Dep.)
Machinery/Equipment
HOURLY PLANT RATES
Motor grader, 120-150 HP
CT 300 HP (10000 hrs Dep.)
Straight blade dozer attachment for CT (10000hrs Dep.)
Ripper attachment to CT (10000 hrs Dep.)
Pusher cap attachment (10000 hrs Dep.)
SFR attachment, twin drum(10000 hrs Dep.)
Motorized scraper, 14/20 cu.yd
-do- (idle)
Water bowser with sprinkler attachment (1200 gal)
Mobile crane 10 t, wheel mounted (working) - 9 -
Engineer's Unit Rates - Applicable from 01 January 2012
14B 9,182.13
16 2,289.61
17 1,610.10
18 213.11
24 5,463.18
25A 5,040.22
25B 5,781.62
26 597.27
27 391.72
29 102.36
30A 1,873.34
30B 2,302.79
30C 412.97
31A 1,924.87
31B 2,354.32
31C 732.24
32A 1,647.42
32B 1,933.02
32C 642.70
33A 7,938.56
33B 8,891.96
33C 2,637.58
37 2,941.24
38 496.66
43 2,962.94
44 586.29
45 9,771.30
Air compressor (600 cfm)
-do- (300 cfm)
Secondary stone crusher (15 t/hr)
Note: The above hourly plant rates are used in the analysis of rates in this report. These are
not meant to be used for hiring of plants. But these plant rates can be used to prepare estimates for
evaluation of Tenders or Quotations for hiring of plants on hourly basis.
However, under special cases where m/c & equipment has to be hired on hourly basis such as
very urgent needs & where works cannot be quantified, these plant rates could be used with
the prior approval of the head of the organization.
Pneumatic jack hammer (1 1/2" bit,50 lb) or Rock drill (w/o AC)
35 t Low Bed Trailer with prime mover (without load)
Tractor(60 HP) & trailer (without load)
Front end loader 1.5-2.5 cu.yd
-do- 2.5-3.5 cu.yd
Concrete mixer 14/10 cu.ft
-do- 5/3 cu.ft
Pneumatic vibrator - 2" dia. (without AC)
-do- (idle)
-do- (idle)
Explosives van - 3 t (without load)
-do- (with load)
-do- (idle)
-do- (with load)
-do- (idle)
Lorry - 5 t (without load)
-do- (with load)
Dump truck - 5 cu.yd (working)
-do- (idle)
220 HP crawler excavator (2-3m3)
-do- (with load)
-do- (idle)
Road roller (10-15 t)
4" dia. centrifugal pump (450 gpm)
- 10 -
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0.95
82.5
01,
763.
45
16 R
CC
Pip
es u
pto
15"
dia
.
ft
L
orr
y
22
415
011
4.10
T
ract
or
Tra
iler
126
822
.79
136.
894.
5814
1.47
17 R
CC
Pip
es o
ver
15
up
to 2
4" d
ia.
ft
Lo
rry
8815
029
0.44
T
ract
or
Tra
iler
488
59.8
235
0.26
10.3
136
0.57
18 R
CC
Pip
es o
ver
24
up
to 3
6" d
ia.
ft
Lo
rry
4815
053
2.47
T
ract
or
Tra
iler
328
89.7
362
2.20
20.6
364
2.82
19 R
CC
Pip
es o
ver
36
up
to 5
4" d
ia.
ft
Lo
rry
2415
010
64.9
4
Tra
cto
r T
rail
er
16
817
9.46
1,24
4.41
41.2
51,
285.
66
20W
ater
fo
r co
nst
ruct
ion
g
l
-
-
-
Tra
cto
r T
rail
er
70
01.
52.
422.
420.
923.
34
21B
itu
men
gl
L
orr
y
90
015
028
.40
T
ract
or
Tra
iler
520
87.
2035
.60
1.38
36.9
8
22H
eav
y L
oad
s
to
n
Lo
w B
ed T
rail
er
-
200
7086
.63
-
-
-
7,08
6.63
neg
lig
ible
-
23
-d
o-
ton
L
ow
Bed
Tra
iler
-
(
load
ing
& u
nlo
adin
g b
y C
ran
e )
-
138.
16 n
egli
gib
le
-
24A
sbes
tos
shee
ts
cu
.ft
L
orr
y
20
015
012
7.79
T
ract
or
Tra
iler
100
837
.46
165.
2520
1.08
366.
33
25O
ther
co
nst
ruct
ion
mat
eria
ls
-
-
-
-
-
-
-
-
-
-
-
(2
5% o
f th
e
Mat
eria
l
Co
st )
- 11
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
(1
) C
LE
AR
ING
AN
D G
RU
BB
ING
1.1
Cle
ari
ng a
nd
Gru
bb
ing H
eavy J
un
gle
ha
CT
30
0H
P
12
0,6
95
.00
1
48
,45
5.0
0
14
1,2
13
.00
1
37
,59
2.0
0
-
-
-
-
1.1
1.2
-d
o-
Com
mon
Ju
ngle
ha
-d
o-
11
3,7
98
.00
1
39
,97
2.0
0
13
3,1
44
.00
1
29
,73
0.0
0
-
-
-
-
1.2
1.3
-d
o-
Med
ium
Ju
ngle
ha
CT
20
0H
P
81
,74
1.0
0
1
00
,54
2.0
0
95
,63
7.0
0
9
3,1
85
.00
-
-
-
-
1.3
1.4
-d
o-
Lig
ht
Jun
gle
ha
-d
o-
61
,30
6.0
0
7
5,4
06
.00
71
,72
8.0
0
6
9,8
89
.00
61
,30
6.0
0
75
,40
6.0
0
7
1,7
28
.00
69
,88
9.0
0
1
.4
1.5
Sec
on
dary
Gro
wth
Ju
ngle
cle
ari
ng
ha
-d
o-
30
,65
3.0
0
3
7,7
03
.00
35
,86
4.0
0
3
4,9
44
.00
30
,65
3.0
0
37
,70
3.0
0
3
5,8
64
.00
34
,94
4.0
0
1
.5
(2
) R
IPP
ING
, C
RO
SS
RIP
PIN
G,
LA
ND
LE
VE
LL
ING
& S
OIL
CO
NS
ER
VA
TIO
N B
UN
DS
2.1
Rip
pin
g f
or
lan
d l
evel
lin
g o
f fa
rms
ha
CT
30
0H
P
54
,79
3.0
0
6
7,3
95
.00
64
,10
8.0
0
6
2,4
64
.00
-
-
-
-
2.1
2.2
Rip
pin
g a
nd
cro
ss-r
ipp
ing f
or
lan
d l
evel
lin
g o
f fa
rms
ha
-d
o-
10
7,2
04
.00
1
31
,86
1.0
0
12
5,4
29
.00
1
22
,21
2.0
0
-
-
-
-
2.2
2.3
Lan
d l
evel
lin
g o
f fa
rms
ha
-d
o-
16
,59
5.0
0
2
0,4
12
.00
19
,41
6.0
0
1
8,9
19
.00
-
-
-
-
2.3
2.4
Form
ing s
oil
con
serv
ati
on
bu
nd
s in
farm
sh
a C
T2
00
HP
8
,88
4.0
0
10
,92
8.0
0
1
0,3
95
.00
10
,12
8.0
0
-
-
-
-
2
.4
2.5
Rip
pin
g,
level
lin
g a
nd
form
ing S
CB
in
farm
sh
a C
T3
00
HP
&
CT
20
0H
P
80
,27
3.0
0
9
8,7
36
.00
93
,92
0.0
0
9
1,5
12
.00
-
-
-
-
2.5
(3
) E
AR
TH
EX
CA
VA
TIO
N
3.1
A
Eart
h e
xca
vati
on
or
borr
ow
an
d s
poil
to w
ast
e or
fill
mate
rial,
cu
t 0
-
3 f
t li
ft u
pto
3ft
, sp
read
10
0ft
.m
3 B
-Ho
e 1
85
.75
22
8.5
0
21
7.5
0
2
11
.75
5
17
.50
63
7.0
0
6
05
.50
59
0.0
0
3
.1A
3.1
As
in R
ate
3.1
A b
ut
cut
3-5
', li
ft u
pto
5
', sp
read
10
0'
m3
-d
o-
18
5.7
5
2
28
.50
2
17
.50
21
1.7
5
61
3.0
0
7
54
.00
71
7.5
0
6
99
.00
3.1
3.2
As
in R
ate
3.1
A b
ut
cut
5-1
0',
lift
up
to 1
0',
spre
ad
10
0'
m3
-d
o-
18
9.5
0
2
33
.00
2
21
.75
21
6.0
0
97
1.5
0
1
,19
5.0
0
1,1
37
.00
1
,10
8.0
0
3.2
3.3
As
in R
ate
3.1
A b
ut
cut
10
-15
', li
ft u
pto
1
5',
spre
ad
10
0'
m3
-d
o-
19
4.2
5
2
38
.75
2
27
.25
22
1.2
5
1,0
01
.00
1,2
32
.00
1
,17
2.0
0
1,1
42
.00
3
.3
3.4
As
in R
ate
3.1
A b
ut
cut
15
-20
', li
ft u
pto
20
', sp
read
10
0'
m3
-d
o-
19
8.7
5
2
44
.25
2
32
.50
22
6.5
0
1,0
37
.00
1,2
75
.00
1
,21
3.0
0
1,1
82
.00
3
.4
3.5
As
in R
ate
3.1
A b
ut
cut
20
-25
', li
ft u
pto
25
', sp
read
10
0'
m3
B
-Ho
e/ R
ear
Dum
per
27
4.7
5
3
38
.00
3
21
.50
31
3.2
5
1,0
79
.00
1,3
27
.00
1
,26
3.0
0
1,2
30
.00
3
.5
3.6
As
in R
ate
3.1
A b
ut
cut
25
-30
', li
ft u
pto
30
', sp
read
10
0'
m3
-d
o-
28
0.0
0
3
44
.50
3
27
.75
31
9.2
5
1,1
31
.00
1,3
91
.00
1
,32
3.0
0
1,2
89
.00
3
.6
3.7
As
in R
ate
3.1
A b
ut
cut
30
-35
', li
ft u
pto
35
', sp
read
10
0'
m3
-d
o-
28
6.5
0
3
52
.50
3
35
.25
32
6.7
5
1,1
65
.00
1,4
33
.00
1
,36
3.0
0
1,3
28
.00
3
.7
3.8
As
in R
ate
3.1
A b
ut
cut
35
-40
', li
ft u
pto
40
', sp
read
10
0'
m3
-d
o-
29
3.0
0
3
60
.50
3
43
.00
33
4.2
5
1,2
10
.00
1,4
89
.00
1
,41
6.0
0
1,3
80
.00
3
.8
3.9
As
in R
ate
3.1
A b
ut
cut
40
-45
', li
ft u
pto
45
', sp
read
10
0'
m3
-d
o-
30
7.7
5
3
78
.50
3
60
.00
35
1.0
0
1,2
54
.00
1,5
42
.00
1
,46
7.0
0
1,4
29
.00
3
.9
3.1
0A
s in
Rate
3.1
A b
ut
cut
45
-50
', li
ft u
pto
50
', sp
read
10
0'
m3
-d
o-
31
3.5
0
3
85
.75
3
66
.75
35
7.5
0
-
-
-
-
3.1
3.1
1A
s in
Rate
3.1
A b
ut
cut
50
-55
', li
ft u
pto
55
', sp
read
10
0'
m3
-d
o-
32
0.7
5
3
94
.50
3
75
.25
36
5.7
5
-
-
-
-
3.1
1
3.1
2A
s in
Rate
3.1
A b
ut
cut
55
-60
', li
ft u
pto
60
', sp
read
10
0'
m3
-d
o-
32
7.7
5
4
03
.25
3
83
.50
37
3.7
5
-
-
-
-
3.1
2
3.2
5H
au
l ea
rth
1/4
mil
em
3 R
ear
Dum
per
7
7.0
0
94
.70
90
.10
8
7.8
0
-
-
-
-
3
.25
3.2
6H
au
l ea
rth
1/2
mil
em
3 R
ear
Dum
per
9
7.5
5
11
9.7
5
11
4.0
0
1
11
.00
-
-
-
-
3
.26
3.2
7H
au
l ea
rth
3/4
mil
em
3 R
ear
Dum
per
1
18
.75
14
6.0
0
13
9.0
0
1
35
.25
-
-
-
-
3
.27
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
- 1
2 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
3.2
8H
au
l ea
rth
1 m
ile
m3
Rea
r D
um
per
1
38
.75
17
0.7
5
16
2.2
5
1
58
.25
-
-
-
-
3
.28
3.2
9H
au
l ea
rth
1/4
mil
e in
each
ste
p b
eyon
d 1
mil
e(A
dd
l. t
o R
ate
Nu
mb
er 3
.28
)m
3 R
ear
Dum
per
1
9.9
5
24
.55
23
.35
2
2.7
5
3
.29
3.4
3H
au
l E
art
h 1
00
ft
in e
ach
ste
p u
pto
maxim
um
of
30
0 f
tm
3
-
-
-
-
-
1
29
.25
15
9.2
5
1
51
.25
14
7.5
0
3
.43
(4
) C
OM
MO
N E
XC
AV
AT
ION
4.1
A
Com
mon
exca
vati
on
an
d s
poil
to w
ast
e or
fill
mate
rial,
cu
t 0
-3 f
t, l
ift
up
to 3
ft,
sp
read
10
0 f
t.m
3 B
-Ho
e 2
07
.00
25
4.7
5
24
2.2
5
2
36
.00
5
82
.50
71
6.5
0
6
81
.50
66
4.0
0
4
.1A
4.1
As
in R
ate
4.1
A b
ut
cut
3-5
', li
ft u
pto
5',
spre
ad
10
0'
m3
-d
o-
20
7.0
0
2
54
.75
2
42
.25
23
6.0
0
68
5.5
0
8
43
.00
80
2.0
0
7
81
.00
4.1
4.2
As
in R
ate
4.1
A b
ut
cut
5-1
0',
lift
up
to 1
0',
spre
ad
10
0'
m3
-d
o-
21
1.2
5
2
59
.75
2
47
.00
24
0.7
5
1,0
44
.00
1,2
84
.00
1
,22
1.0
0
1,1
90
.00
4
.2
4.3
As
in R
ate
4.1
A b
ut
cut1
0-1
5',
lift
up
to 1
5',
spre
ad
10
0'
m3
-d
o-
21
6.2
5
2
66
.00
2
53
.00
24
6.5
0
1,0
73
.00
1,3
20
.00
1
,25
6.0
0
1,2
24
.00
4
.3
4.4
As
in R
ate
4.1
A b
ut
cut1
5-2
0',
lift
up
to 2
0',
spre
ad
10
0'
m3
-d
o-
22
1.5
0
2
72
.50
2
59
.00
25
2.5
0
1,1
09
.00
1,3
64
.00
1
,29
7.0
0
1,2
64
.00
4
.4
4.5
As
in R
ate
4.1
A b
ut
cut
20
-25
', li
ft u
pto
25
', sp
read
10
0'
m3
B-H
oe/
Rea
r
Dum
per
29
9.2
5
3
68
.00
3
50
.00
34
1.0
0
1,1
51
.00
1,4
16
.00
1
,34
7.0
0
1,3
12
.00
4
.5
4.6
As
in R
ate
4.1
A b
ut
cut
25
-30
', li
ft u
pto
30
', sp
read
10
0'
m3
-d
o-
30
4.7
5
3
75
.00
3
56
.75
34
7.5
0
1,2
03
.00
1,4
80
.00
1
,40
8.0
0
1,3
71
.00
4
.6
4.7
As
in R
ate
4.1
A b
ut
cut
30
-35
', li
ft u
pto
35
', sp
read
10
0'
m3
-d
o-
31
1.7
5
3
83
.50
3
64
.75
35
5.5
0
1,2
37
.00
1,5
22
.00
1
,44
7.0
0
1,4
10
.00
4
.7
4.8
As
in R
ate
4.1
A b
ut
cut
35
-40
', li
ft u
pto
40
', sp
read
10
0'
m3
-d
o-
31
9.2
5
3
92
.50
3
73
.50
36
3.7
5
1,2
83
.00
1,5
78
.00
1
,50
1.0
0
1,4
62
.00
4
.8
4.9
As
in R
ate
4.1
A b
ut
cut
40
-45
', li
ft u
pto
45
', sp
read
10
0'
m3
-d
o-
33
4.5
0
4
11
.25
3
91
.25
38
1.2
5
1,3
26
.00
1,6
31
.00
1
,55
1.0
0
1,5
12
.00
4
.9
4.1
0A
s in
Rate
4.1
A b
ut
cut
45
-50
', li
ft u
pto
50
', sp
read
10
0'
m3
-d
o-
34
0.7
5
4
19
.00
3
98
.50
38
8.2
5
-
-
-
-
4.1
4.1
1A
s in
Rate
4.1
A b
ut
cut
50
-55
', li
ft u
pto
55
', sp
read
10
0'
m3
-d
o-
34
8.2
5
4
28
.50
4
07
.50
39
7.0
0
-
-
-
-
4.1
1
4.1
2A
s in
Rate
4.1
A b
ut
cut
55
-60
', li
ft u
pto
60
', sp
read
10
0'
m3
-d
o-
35
6.2
5
4
38
.25
4
17
.00
40
6.2
5
-
-
-
-
4.1
2
4.2
5 H
au
l co
mm
on
exca
vati
on
m3
Rea
r D
um
per
4
.25
4.2
6C
om
mon
exca
vati
on
an
d s
poil
to w
ast
e or
fill
mate
rial,
cu
t 0
-5 f
t, l
ift
5 f
t, h
au
l 1
/4 m
ile.
m3
Scr
aper
1
67
.50
20
6.0
0
19
6.0
0
1
91
.00
-
-
-
-
4
.26
4.2
7 A
s in
Rate
4.2
6,
bu
t h
au
l 1
/2 m
ile
m3
-d
o-
23
6.2
5
2
90
.75
2
76
.50
26
9.2
5
-
-
-
-
4.2
7
4.2
8 A
s in
Rate
4.2
6,
bu
t h
au
l 3
/4 m
ile
m3
-d
o-
30
6.2
5
3
76
.75
3
58
.25
34
9.0
0
-
-
-
-
4.2
8
4.2
9A
s in
Rate
4.2
6,
bu
t cu
t 5
-10
', li
ft 1
0',
hau
l 1
/4 m
ile
m3
-d
o-
17
1.2
5
2
10
.75
2
00
.50
19
5.2
5
-
-
-
-
4.2
9
4.3
0A
s in
Rate
4.2
6,
bu
t cu
t 5
-10
', li
ft 1
0',
hau
l 1
/2 m
ile
m3
-d
o-
24
1.7
5
2
97
.25
2
82
.75
27
5.5
0
-
-
-
-
4.3
4.3
1A
s in
Rate
4.2
6,
bu
t cu
t 5
-10
', li
ft 1
0',
hau
l 3
/4 m
ile
m3
-d
o-
31
3.2
5
3
85
.25
3
66
.50
35
7.2
5
-
-
-
-
4.3
1
4.3
2A
s in
Rate
4.2
6,
bu
t cu
t 1
0-1
5',
lift
15
', h
au
l 1
/4 m
ile
m3
-d
o-
17
5.2
5
2
15
.50
2
05
.00
19
9.7
5
-
-
-
-
4.3
2
4.3
3A
s in
Rate
4.2
6,
bu
t cu
t 1
0-1
5',
lift
15
', h
au
l 1
/2 m
ile
m3
-d
o-
24
7.5
0
3
04
.25
2
89
.50
28
2.0
0
-
-
-
-
4.3
3
4.3
4A
s in
Rate
4.2
6,
bu
t cu
t 1
0-1
5',
lift
15
', h
au
l 3
/4 m
ile
m3
-d
o-
32
0.5
0
3
94
.50
3
75
.25
36
5.5
0
-
-
-
-
4.3
4
4.3
5A
s in
Rate
4.2
6,
bu
t cu
t 1
5-2
0',
lift
20
', h
au
l 1
/4 m
ile
m3
-d
o-
17
9.5
0
2
20
.75
2
10
.00
20
4.5
0
-
-
-
-
4.3
5
4.3
6A
s in
Rate
4.2
6,
bu
t cu
t 1
5-2
0',
lift
20
', h
au
l 1
/2 m
ile
m3
-d
o-
25
3.2
5
3
11
.75
2
96
.50
28
8.7
5
-
-
-
-
4.3
6
4.3
7A
s in
Rate
4.2
6,
bu
t cu
t 1
5-2
0',
lift
20
', h
au
l 3
/4 m
ile
m3
-d
o-
32
8.2
5
4
03
.75
3
84
.25
37
4.2
5
-
-
-
-
4.3
7
As
in R
ate
3.2
5 t
o 3
.29
& R
ate
3.4
3
- 1
3 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
4.3
8A
s in
Rate
4.2
6,
bu
t cu
t 2
0-2
5',
lift
25
', h
au
l 1
/4 m
ile
m3
-d
o-
18
8.2
5
2
31
.75
2
20
.25
21
4.7
5
-
-
-
-
4.3
8
4.3
9A
s in
Rate
4.2
6,
bu
t cu
t 2
0-2
5',
lift
25
', h
au
l 1
/2 m
ile
m3
-d
o-
26
5.7
5
3
26
.75
3
11
.00
30
3.0
0
-
-
-
-
4.3
9
4.4
0A
s in
Rate
4.2
6,
bu
t cu
t 2
0-2
5',
lift
25
', h
au
l 3
/4 m
ile
m3
-d
o-
34
5.0
0
4
24
.25
4
03
.50
39
3.2
5
-
-
-
-
4.4
4.4
1A
s in
Rate
4.2
6,
bu
t cu
t 2
5-3
0',
lift
30
', h
au
l 1
/4 m
ile
m3
Scr
aper
1
93
.25
23
7.5
0
22
6.0
0
2
20
.25
-
-
-
-
4
.41
4.4
2A
s in
Rate
4.2
6,
bu
t cu
t 2
5-3
0',
lift
30
', h
au
l 1
/2 m
ile
m3
-d
o-
27
2.5
0
3
35
.25
3
19
.00
31
0.7
5
-
-
-
-
4.4
2
4.4
3A
s in
Rate
4.2
6,
bu
t cu
t 2
5-3
0',
lift
30
', h
au
l 3
/4 m
ile
m3
-d
o-
35
3.7
5
4
35
.25
4
14
.00
40
3.5
0
-
-
-
-
4.4
3
4.4
4A
s in
Rate
4.2
6,
bu
t cu
t 3
0-3
5',
lift
35
', h
au
l 1
/4 m
ile
m3
-d
o-
19
5.5
0
2
40
.75
2
29
.00
22
3.0
0
-
-
-
-
4.4
4
4.4
5A
s in
Rate
4.2
6,
bu
t cu
t 3
0-3
5',
lift
35
', h
au
l 1
/2 m
ile
m3
-d
o-
27
6.5
0
3
40
.00
3
23
.50
31
5.2
5
-
-
-
-
4.4
5
4.4
6A
s in
Rate
4.2
6,
bu
t cu
t 3
0-3
5',
lift
35
', h
au
l 3
/4 m
ile
m3
-d
o-
35
8.5
0
4
41
.00
4
19
.50
40
8.7
5
-
-
-
-
4.4
6
4.4
7A
s in
Rate
4.2
6,
bu
t cu
t 3
5-4
0',
lift
40
', h
au
l 1
/4 m
ile
m3
-d
o-
20
0.7
5
2
47
.00
2
35
.00
22
9.0
0
-
-
-
-
4.4
7
4.4
8A
s in
Rate
4.2
6,
bu
t cu
t 3
5-4
0',
lift
40
', h
au
l 1
/2 m
ile
m3
-d
o-
28
3.2
5
3
48
.50
3
31
.50
32
3.0
0
-
-
-
-
4.4
8
4.4
9A
s in
Rate
4.2
6,
bu
t cu
t 3
5-4
0',
lift
40
', h
au
l 3
/4 m
ile
m3
-d
o-
36
8.2
5
4
52
.75
4
30
.75
41
9.7
5
-
-
-
-
4.4
9
4.5
0A
s in
Rate
4.2
6,
bu
t cu
t 4
0-4
5',
lift
45
0',
hau
l 1
/4 m
ile
m3
-d
o-
20
9.5
0
2
57
.75
2
45
.00
23
8.7
5
-
-
-
-
4.5
4.5
1A
s in
Rate
4.2
6,
bu
t cu
t 4
0-4
5',
lift
45
0',
hau
l 1
/2 m
ile
m3
-d
o-
29
5.5
0
3
63
.75
3
46
.00
33
7.0
0
-
-
-
-
4.5
1
4.5
2A
s in
Rate
4.2
6,
bu
t cu
t 4
0-4
5',
lift
45
0',
hau
l 3
/4 m
ile
m3
-d
o-
38
3.7
5
4
72
.00
4
49
.00
43
7.5
0
-
-
-
-
4.5
2
4.5
3A
s in
Rate
4.2
6,
bu
t cu
t 4
5-5
0',
lift
50
', h
au
l 1
/4 m
ile
m3
-d
o-
21
2.2
5
2
61
.25
2
48
.50
24
2.0
0
-
-
-
-
4.5
3
4.5
4A
s in
Rate
4.2
6,
bu
t cu
t 4
5-5
0',
lift
50
', h
au
l 1
/2 m
ile
m3
-d
o-
29
9.5
0
3
68
.50
3
50
.50
34
1.5
0
-
-
-
-
4.5
4
4.5
5A
s in
Rate
4.2
6,
bu
t cu
t 4
5-5
0',
lift
50
', h
au
l 3
/4 m
ile
m3
-d
o-
38
9.2
5
4
78
.75
4
55
.25
44
3.7
5
-
-
-
-
4.5
5
(5
) G
RA
VE
L E
XC
AV
AT
ION
5.1
A
Gra
vel
exca
vati
on
an
d s
poil
to w
ast
e or
use
as
con
stru
ctio
n m
ate
rial,
cut
0-3
ft,
lif
t u
pto
5
ft,
sp
read
10
0 f
t.m
3 B
-Ho
e 2
15
.25
26
4.7
5
25
1.7
5
2
45
.25
5
82
.50
71
6.5
0
6
81
.50
66
4.0
0
5
.1A
5.1
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 3
-5',
lift
up
to 5
', sp
read
10
0'
m3
-d
o-
21
5.2
5
2
64
.75
2
51
.75
24
5.2
5
68
5.5
0
8
43
.00
80
2.0
0
7
81
.00
5.1
5.2
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 5
-10
', li
ft u
pto
10
', sp
read
10
0'
m3
-d
o-
21
9.0
0
2
69
.50
2
56
.25
24
9.7
5
1,0
44
.00
1,2
84
.00
1
,22
1.0
0
1,1
90
.00
5
.2
5.3
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 1
0-1
5',
lift
up
to 1
5',
spre
ad
10
0'
m3
-d
o-
22
3.7
5
2
75
.25
2
61
.75
25
5.0
0
1,0
73
.00
1,3
20
.00
1
,25
6.0
0
1,2
24
.00
5
.3
5.4
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 1
5-2
0',
lift
up
to 2
0',
spre
ad
10
0'
m3
-d
o-
22
8.0
0
2
80
.50
2
67
.00
26
0.0
0
1,1
09
.00
1,3
64
.00
1
,29
7.0
0
1,2
64
.00
5
.4
5.5
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 2
0-2
5',
lift
up
to 2
5',
spre
ad
10
0'
m3
-d
o-
30
8.5
0
3
79
.25
3
60
.75
35
1.5
0
1,1
51
.00
1,4
16
.00
1
,34
7.0
0
1,3
12
.00
5
.5
5.6
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 2
5-3
0',
lift
up
to 3
0',
spre
ad
10
0'
m3
-d
o-
31
3.7
5
3
86
.00
3
67
.00
35
7.7
5
1,2
03
.00
1,4
80
.00
1
,40
8.0
0
1,3
71
.00
5
.6
5.7
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 3
0-3
5',
lift
up
to 3
5',
spre
ad
10
0'
m3
-d
o-
32
0.2
5
3
94
.00
3
74
.75
36
5.2
5
1,2
37
.00
1,5
22
.00
1
,44
7.0
0
1,4
10
.00
5
.7
5.8
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 3
5-4
0',
lift
up
to 4
0',
spre
ad
10
0'
m3
-d
o-
32
6.7
5
4
02
.00
3
82
.25
37
2.5
0
1,2
83
.00
1,5
78
.00
1
,50
1.0
0
1,4
62
.00
5
.8
5.9
As
in R
ate
Nu
mb
er 5
.1A
bu
t cu
t 4
0-4
5',
lift
up
to 4
5',
spre
ad
10
0'
m3
-d
o-
34
4.5
0
4
23
.75
4
03
.00
39
2.7
5
1,3
26
.00
1,6
31
.00
1
,55
1.0
0
1,5
12
.00
5
.9
5.1
0A
s in
Rate
Nu
mb
er 5
.1A
bu
t cu
t 4
5-5
0',
lift
up
to 5
0',
spre
ad
10
0'
m3
-d
o-
35
0.2
5
4
31
.00
4
10
.00
39
9.5
0
-
-
-
-
5.1
5.1
1A
s in
Rate
Nu
mb
er 5
.1A
bu
t cu
t 5
0-5
5',
lift
up
to 5
5',
spre
ad
10
0'
m3
-d
o-
35
7.7
5
4
40
.00
4
18
.50
40
7.7
5
-
-
-
-
5.1
1
- 1
4 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
5.1
2A
s in
Rate
Nu
mb
er 5
.1A
bu
t cu
t 5
5-6
0',
lift
up
to 6
0',
spre
ad
10
0'
m3
-d
o-
36
4.5
0
4
48
.50
4
26
.75
41
5.7
5
-
-
-
-
5.1
2
5.1
3 H
au
l G
ravel
Rea
r D
um
per
5
.13
(6
) S
OF
T R
OC
K E
XC
AV
AT
ION
6.1
Soft
rock
exca
vati
on
& s
poil
to w
ast
e, c
ut
0-5
', li
ft u
pto
5',
spre
ad
10
0'
m3
B-H
oe
31
6.5
0
3
89
.25
3
70
.25
36
0.7
5
1,0
59
.00
1,3
03
.00
1
,23
9.0
0
1,2
07
.00
6
.1
6.2
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
05
-10
', li
ft u
pto
10
', sp
read
10
0'
m3
-d
o-
32
1.7
5
3
96
.00
3
76
.50
36
7.0
0
1,4
18
.00
1,7
44
.00
1
,65
9.0
0
1,6
16
.00
6
.2
6.3
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
10
-15
', li
ft u
pto
15
', sp
read
10
0'
m3
-d
o-
32
7.5
0
4
02
.75
3
83
.00
37
3.2
5
1,4
47
.00
1,7
80
.00
1
,69
4.0
0
1,6
50
.00
6
.3
6.4
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
15
-20
', li
ft u
pto
20
', sp
read
10
0'
m3
-d
o-
33
3.7
5
4
10
.50
3
90
.50
38
0.5
0
1,4
83
.00
1,8
24
.00
1
,73
5.0
0
1,6
90
.00
6
.4
6.5
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
20
-25
', li
ft u
pto
25
', sp
read
10
0'
m3
B-H
oe/
Rea
r
Dum
per
42
4.0
0
5
21
.50
4
96
.25
48
3.5
0
1,5
25
.00
1,8
76
.00
1
,78
4.0
0
1,7
39
.00
6
.5
6.6
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
25
-30
', li
ft u
pto
30
', sp
read
10
0'
m3
-d
o-
43
1.2
5
5
30
.50
5
04
.50
49
1.7
5
1,5
77
.00
1,9
40
.00
1
,84
5.0
0
1,7
98
.00
6
.6
6.7
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
30
-35
', li
ft u
pto
35
', sp
read
10
0'
m3
-d
o-
43
9.0
0
5
39
.50
5
13
.50
50
0.0
0
1,6
11
.00
1,9
82
.00
1
,88
5.0
0
1,8
37
.00
6
.7
6.8
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
35
-40
', li
ft u
pto
40
', sp
read
10
0'
m3
-d
o-
44
7.5
0
5
50
.50
5
23
.50
51
0.0
0
1,6
57
.00
2,0
38
.00
1
,93
8.0
0
1,8
89
.00
6
.8
6.9
As
in R
ate
Nu
mb
er 6
.1 b
ut
cut
40
-45
', li
ft u
pto
45
', sp
read
10
0'
m3
-d
o-
47
1.0
0
5
79
.50
5
51
.00
53
7.0
0
1,7
00
.00
2,0
91
.00
1
,98
9.0
0
1,9
38
.00
6
.9
6.1
0A
s in
Rate
Nu
mb
er 6
.1 b
ut
cut
45
-50
', li
ft u
pto
50
', sp
read
10
0'
m3
-d
o-
47
9.0
0
5
89
.00
5
60
.00
54
6.0
0
-
-
-
-
6.1
6.1
1A
s in
Rate
Nu
mb
er 6
.1 b
ut
cut
50
-55
', li
ft u
pto
55
', sp
read
10
0'
m3
-d
o-
48
7.2
5
5
99
.50
5
70
.00
55
5.5
0
-
-
-
-
6.1
1
6.1
2A
s in
Rate
Nu
mb
er 6
.1 b
ut
cut
55
-60
', li
ft u
pto
60
', sp
read
10
0'
m3
-d
o-
49
6.7
5
6
11
.00
5
81
.00
56
6.0
0
-
-
-
-
6.1
2
6.1
3 H
au
l so
ft r
ock
m3
Rea
r D
um
per
6
.13
(7
) R
OC
K E
XC
AV
AT
ION
7.1
Rock
exca
vati
on
an
d s
poil
to w
ast
e/qu
arr
y p
rod
uct
s, c
ut
0-5
ft,
lif
t
up
to 5
ft.
m3
{A
ir C
om
pre
sso
r+
Jack
Ham
er+
Do
zer+
FE
L}
96
8.5
0
1
,19
1.0
0
1,1
33
.00
1
,10
4.0
0
1,5
92
.00
1,9
58
.00
1
,86
2.0
0
1,8
14
.00
7
.1
7.2
-d
o-
m3
-d
o-
69
1.5
0
8
51
.00
8
09
.50
78
8.5
0
1,1
37
.00
1,3
98
.00
1
,33
0.0
0
1,2
96
.00
7
.2
7.3
Ad
dit
ion
al
rate
for
cut
5-1
0',
lift
up
to 1
0'
m3
{-d
o-
+ R
ear
Dum
per
}
38
.85
4
7.8
0
4
5.5
0
44
.30
35
8.5
0
4
41
.00
41
9.5
0
4
08
.75
7.3
7.4
Ad
dit
ion
al
rate
for
cut
10
-15
', li
ft u
pto
15
'm
3 -
do
- 4
2.6
5
52
.50
49
.95
4
8.6
5
3
88
.25
47
7.7
5
4
54
.25
44
2.7
5
7
.4
7.5
Ad
dit
ion
al
rate
for
cut
15
-20
', li
ft u
pto
20
'm
3 -
do
- 4
5.8
0
56
.35
53
.60
5
2.2
5
4
23
.75
52
1.0
0
4
95
.75
48
3.0
0
7
.5
7.6
Ad
dit
ion
al
rate
for
cut
20
-25
', li
ft u
pto
25
'm
3 -
do
- 4
8.8
5
60
.05
57
.15
5
5.7
0
4
66
.00
57
3.0
0
5
45
.00
53
1.0
0
7
.6
7.7
Ad
dit
ion
al
rate
for
cut
25
-30
', li
ft u
pto
30
'm
3 -
do
- 5
1.8
0
63
.75
60
.65
5
9.0
5
5
17
.50
63
7.0
0
6
05
.50
59
0.0
0
7
.7
7.8
Ad
dit
ion
al
rate
for
cut
30
-35
', li
ft u
pto
35
'm
3 -
do
- 5
4.4
0
66
.90
63
.65
6
2.0
0
5
52
.00
67
8.5
0
6
45
.50
62
9.0
0
7
.8
As
in R
ate
Nos.
3.2
5 t
o 3
.29
& 3
.43
As
in R
ate
Nos.
3.2
5 t
o 3
.29
& R
N 3
.43
- 1
5 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
7.9
Ad
dit
ion
al
rate
for
cut
35
-40
', li
ft u
pto
40
'm
3 -
do
- 5
7.1
5
70
.30
66
.85
6
5.1
5
5
97
.50
73
5.0
0
6
99
.00
68
1.0
0
7
.9
7.1
0A
dd
itio
nal
rate
for
cut
40
-45
', li
ft u
pto
45
'm
3 -
do
- 5
9.5
5
73
.20
69
.65
6
7.8
5
6
40
.50
78
8.0
0
7
49
.50
73
0.5
0
7
.1
7.1
1A
dd
itio
nal
rate
for
cut
45
-50
', li
ft u
pto
50
'm
3 -
do
- 6
1.7
0
75
.90
72
.20
7
0.3
5
-
-
-
-
7
.11
7.1
2A
dd
itio
nal
rate
for
cut
50
-55
', li
ft u
pto
55
'm
3 -
do
- 6
3.9
0
78
.60
74
.80
7
2.8
5
-
-
-
-
7
.12
7.1
3A
dd
itio
nal
rate
for
cut
55
-60
', li
ft u
pto
60
'm
3 -
do
- 6
6.0
0
81
.20
77
.25
7
5.2
5
-
-
-
-
7
.13
7.1
4H
au
l ro
ck 1
/4 m
ile
m3
Rea
r D
um
per
1
87
.75
23
0.7
5
21
9.5
0
2
14
.00
-
-
-
-
7
.14
7.1
5H
au
l ro
ck 1
/2 m
ile
m3
Rea
r D
um
per
2
02
.00
24
8.5
0
23
6.2
5
2
30
.25
-
-
-
-
7
.15
7.1
6H
au
l ro
ck 3
/4 m
ile
m3
Rea
r D
um
per
2
16
.25
26
6.2
5
25
3.2
5
2
46
.75
-
-
-
-
7
.16
7.1
7H
au
l ro
ck 1
mil
em
3 R
ear
Dum
per
2
30
.75
28
3.7
5
27
0.0
0
2
63
.00
-
-
-
-
7
.17
7.1
7A
Hau
l ro
ck 1
1/4
mil
em
3 R
ear
Dum
per
2
45
.00
30
1.5
0
28
6.7
5
2
79
.50
-
-
-
-
7
.17
A
7.1
8H
au
l ro
ck 1
1/2
mil
em
3 R
ear
Dum
per
2
59
.50
31
9.2
5
30
3.5
0
2
95
.75
-
-
-
-
7
.18
7.1
8A
Hau
l ro
ck 1
3/4
mil
em
3 R
ear
Dum
per
2
73
.75
33
6.7
5
32
0.5
0
3
12
.25
-
-
-
-
7
.18
A
7.1
9H
au
l ro
ck 2
mil
em
3 R
ear
Dum
per
2
88
.25
35
4.5
0
33
7.2
5
3
28
.50
-
-
-
-
7
.19
7.2
0 H
au
l r
ock
10
0 f
t i
n e
ach
ste
p u
pto
maxim
um
of
30
0 f
tm
3
-
-
-
-
1
29
.25
15
9.2
5
1
51
.25
14
7.5
0
7
.2
(8
) E
AR
TH
FIL
L I
N E
MB
AN
KM
EN
TS
AN
D A
RO
UN
D
ST
RU
CT
UR
ES
8.1
Str
ipp
ing t
op
soil
, h
au
l 1
/4 m
ile
m3
Scr
aper
1
51
.25
18
6.2
5
17
7.0
0
1
72
.50
-
-
-
-
8
.1
8.2
Str
ipp
ing t
op
soil
, h
au
l 1
/2 m
ile
m3
-d
o-
21
3.7
5
2
62
.75
2
50
.00
24
3.7
5
-
-
-
-
8.2
8.3
Str
ipp
ing t
op
soil
, h
au
l 3
/4 m
ile
m3
-d
o-
27
7.0
0
3
40
.50
3
24
.00
31
5.7
5
-
-
-
-
8.3
8.4
Str
ipp
ing t
op
soil
, h
au
l 1
mil
em
3 -
do
- 3
28
.75
40
4.2
5
38
4.5
0
3
74
.75
-
-
-
-
8
.4
8.5
Str
ipp
ing t
op
soil
, h
au
l 1
00
ft.
m3
-
-
-
-
-
5
17
.50
63
7.0
0
6
05
.50
59
0.0
0
8
.5
8.6
Borr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
/4
mil
em
3
Scr
aper
1
66
.50
20
4.7
5
19
4.7
5
1
89
.75
-
-
-
-
8
.6
8.7
Borr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
/2
mil
em
3 -
do
- 2
34
.75
28
9.0
0
27
4.7
5
2
67
.75
-
-
-
-
8
.7
8.8
Borr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 3
/4
mil
e.m
3 -
do
- 3
05
.00
37
5.0
0
35
6.7
5
3
47
.50
-
-
-
-
8
.8
8.9
Borr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
mil
e.m
3 -
do
- 3
61
.75
44
5.0
0
42
3.2
5
4
12
.50
-
-
-
-
8
.9
8.1
0B
orr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
1/4
mil
e.m
3 S
tone
Cru
sher
/B-
Ho
e+R
ear
Dum
per
32
6.5
0
4
01
.50
3
82
.00
37
2.2
5
-
-
-
-
8.1
- 1
6 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
8.1
1B
orr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
1/2
mil
e.m
3
B-H
oe
+ R
ear
Dum
per
34
3.5
0
4
22
.50
4
01
.75
39
1.5
0
-
-
-
-
8.1
1
8.1
1A
Borr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
3/4
mil
e.m
3
B-H
oe
+ R
ear
Dum
per
38
6.5
0
4
75
.25
4
52
.00
44
0.5
0
-
-
-
-
8.1
1A
8.1
2B
orr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-10
' lif
t u
pto
10
', h
au
l 2
mil
e.m
3 -
do
- 3
60
.50
44
3.2
5
42
1.7
5
4
10
.75
-
-
-
-
8
.12
8.1
3B
orr
ow
eart
h f
rom
borr
ow
are
as,
cu
t 0
-5 f
t, l
ift
up
to 5
ft,
hau
l 2
00
ft.
m3
-
-
-
-
-
58
2.5
0
7
16
.50
68
1.5
0
6
64
.00
8.1
3
8.1
4B
orr
ow
eart
h f
rom
Sp
oil
Du
mp
, cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
/4 m
ile.
m3
S
crap
er
14
4.7
5
1
78
.00
1
69
.25
16
5.0
0
-
-
-
-
8.1
4
8.1
5B
orr
ow
eart
h f
rom
Sp
oil
Du
mp
, cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
/2 m
ile.
m3
-d
o-
20
4.2
5
2
51
.25
2
39
.00
23
3.0
0
-
-
-
-
8.1
5
8.1
6B
orr
ow
eart
h f
rom
Sp
oil
Du
mp
, cu
t 0
-10
' lif
t u
pto
10
', h
au
l 3
/4
mil
e.m
3 -
do
- 2
64
.75
32
5.7
5
31
0.0
0
3
02
.00
-
-
-
-
8
.16
8.1
7B
orr
ow
eart
h f
rom
Sp
oil
Du
mp
, cu
t 0
-10
' lif
t u
pto
10
', h
au
l 1
mil
e.m
3 -
do
- 3
14
.50
38
7.0
0
36
8.0
0
3
58
.50
-
-
-
-
8
.17
8.1
8B
orr
ow
eart
h f
rom
Sp
oil
Du
mp
, cu
t 0
- 5
ft,
lif
t u
pto
5 f
t, h
au
l 2
00
ft.
m3
-
-
-
-
-
49
5.7
5
6
09
.50
58
0.0
0
5
65
.00
8.1
8
8.1
9P
laci
ng &
com
pact
ing e
art
h i
n d
am
in
clu
din
g w
ate
rin
g (
wate
r h
au
l
1.5
mil
e)m
3 S
hee
p F
oo
t R
oll
er +
Wat
er B
ow
ser
12
8.0
0
1
57
.50
1
49
.75
14
5.7
5
25
6.0
0
3
15
.00
29
9.5
0
2
92
.00
8.1
9
8.2
0P
laci
ng &
com
pact
ing e
art
h i
n c
an
al/
back
fill
in
clu
din
g w
ate
rin
g
(wate
r h
au
l 1
.5 m
ile)
m3
-d
o-
10
0.5
0
1
23
.75
1
17
.75
11
4.7
5
20
5.7
5
2
53
.00
24
0.7
5
2
34
.50
8.2
8.2
1P
laci
ng &
com
pact
ing e
art
h i
n c
an
al/
back
fill
excl
ud
ing w
ate
rin
g.
m3
Shee
p F
oo
t R
oll
er
76
.60
9
4.2
0
8
9.6
0
87
.30
13
2.7
5
1
63
.25
15
5.2
5
1
51
.25
8.2
1
8.2
2P
laci
ng &
com
pact
ing e
art
h i
n l
an
dfi
ll e
xcl
ud
ing w
ate
rin
g.
m3
-d
o-
48
.15
5
9.2
5
5
6.3
5
54
.90
-
-
-
8.2
2
(9
) Q
UA
RR
YIN
G S
AN
D,
GR
AV
EL
9.1
Qu
arr
yin
g n
atu
ral
river
/pit
san
d,
cut
0-5
'.m
3 B
-Ho
e
1
41
.25
17
3.5
0
16
5.2
5
1
61
.00
1
41
.25
17
3.5
0
1
65
.25
16
1.0
0
9
.1
9.2
Qu
arr
yin
g g
ravel
, cu
t 0
-5'
m3
B-H
oe
40
3.7
5
4
96
.75
4
72
.50
46
0.2
5
40
3.7
5
4
96
.75
47
2.5
0
4
60
.25
9.2
(1
0)
PR
OD
UC
TIO
N O
F R
IP-R
AP
, R
UB
BL
E A
ND
ME
TA
L
INC
LU
DIN
G R
OC
K B
LA
ST
ING
10
.1R
ock
bla
stin
g &
pro
du
ctio
n o
f 1
8"
size
rip
-rap
.m
3 {
Air
Co
mp
ress
or+
Jack
Ham
mer
+
Man
ual
}
1,3
09
.00
1
,61
0.0
0
1,5
31
.00
1
,49
2.0
0
1,3
09
.00
1,6
10
.00
1
,53
1.0
0
1,4
92
.00
1
0.1
10
.2R
ock
bla
stin
g &
pro
du
ctio
n o
f 1
2"
size
rip
-rap
.m
3 -
do
- 1
,58
8.0
0
1,9
54
.00
1
,85
9.0
0
1,8
11
.00
1
,58
8.0
0
1
,95
4.0
0
1,8
59
.00
1
,81
1.0
0
10
.2
- 1
7 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
10
.3R
ock
bla
stin
g &
pro
du
ctio
n o
f 6
-9"
size
rip
-rap
/ru
bb
le.
m3
-d
o-
1,8
91
.00
2
,32
7.0
0
2,2
13
.00
2
,15
6.0
0
1,8
91
.00
2,3
27
.00
2
,21
3.0
0
2,1
56
.00
1
0.3
10
.3A
R
ock
bla
stin
g &
pro
du
ctio
n o
f 4
" m
etal.
m3
{A
ir C
om
pre
sso
r+
Jack
Ham
mer
+
Sto
ne
Cru
sher
}
2,0
08
.00
2
,47
0.0
0
2,3
49
.00
2
,28
9.0
0
2,0
08
.00
2,4
70
.00
2
,34
9.0
0
2,2
89
.00
1
0.3
A
10
.4R
ock
bla
stin
g &
pro
du
ctio
n o
f 2
" m
etal.
m3
-d
o-
2,6
84
.00
3
,30
2.0
0
3,1
41
.00
3
,06
0.0
0
2,6
84
.00
3,3
02
.00
3
,14
1.0
0
3,0
60
.00
1
0.4
10
.5R
ock
bla
stin
g &
pro
du
ctio
n o
f 1
.5"
met
al.
m3
-d
o-
2,8
77
.00
3
,53
9.0
0
3,3
66
.00
3
,28
0.0
0
2,8
77
.00
3,5
39
.00
3
,36
6.0
0
3,2
80
.00
1
0.5
10
.6R
ock
bla
stin
g &
pro
du
ctio
n o
f 1
" m
etal.
m3
-d
o-
3,2
05
.00
3
,94
2.0
0
3,7
50
.00
3
,65
4.0
0
3,2
05
.00
3,9
42
.00
3
,75
0.0
0
3,6
54
.00
1
0.6
10
.7R
ock
bla
stin
g &
pro
du
ctio
n o
f 3
/4"
met
al.
m3
-d
o-
3,5
14
.00
4
,32
2.0
0
4,1
11
.00
4
,00
6.0
0
3,5
14
.00
4,3
22
.00
4
,11
1.0
0
4,0
06
.00
1
0.7
10
.8R
ock
bla
stin
g &
pro
du
ctio
n o
f 1
/2"
met
al
m3
-d
o-
4,0
54
.00
4
,98
7.0
0
4,7
43
.00
4
,62
2.0
0
4,0
54
.00
4,9
87
.00
4
,74
3.0
0
4,6
22
.00
1
0.8
(11
) F
ILT
ER
S F
OR
DA
M E
MB
AN
KM
EN
TS
11
.1F
urn
ish
ing,
pla
cin
g &
com
pact
ing s
an
d i
n f
ilte
rs e
xcl
ud
ing h
au
l.m
3
B-H
oe
+ C
T
1,7
25
.00
2
,12
2.0
0
2,0
18
.00
1
,96
7.0
0
29
3.7
5
3
61
.50
34
3.7
5
3
35
.00
11
.1
11
.2F
urn
ish
ing,
pla
cin
g &
com
pact
ing
1/2
" m
etal
in f
ilte
rs e
xcl
ud
ing
hau
l.m
3 {
Air
Co
mp
ress
or
+Ja
ck H
amm
er+
CT
+ M
anual
}
4,3
27
.00
5
,32
2.0
0
5,0
62
.00
4
,93
3.0
0
4,4
43
.00
5,4
65
.00
5
,19
9.0
0
5,0
65
.00
1
1.2
11
.3F
urn
ish
ing,
pla
cin
g &
com
pact
ing
3/4
" m
etal
in f
ilte
rs e
xcl
ud
ing
hau
l.m
3 -
do
- 3
,75
9.0
0
4,6
24
.00
4
,39
9.0
0
4,2
86
.00
3
,87
6.0
0
4
,76
8.0
0
4,5
35
.00
4
,41
9.0
0
11
.3
11
.4F
urn
ish
ing,
pla
cin
g &
com
pact
ing
1 1
/2"
met
al
in f
ilte
rs e
xcl
ud
ing
hau
l.m
3 -
do
- 3
,09
1.0
0
3,8
02
.00
3
,61
7.0
0
3,5
24
.00
3
,20
7.0
0
3
,94
5.0
0
3,7
53
.00
3
,65
7.0
0
11
.4
11
.5F
urn
ish
ing,
pla
cin
g &
com
pact
ing 6
-9"
rub
ble
in
fil
ters
/toe
dra
ins,
excl
ud
ing h
au
l.m
3 -
do
- 2
,05
6.0
0
2,5
29
.00
2
,40
6.0
0
2,3
44
.00
2
,17
3.0
0
2
,67
2.0
0
2,5
42
.00
2
,47
7.0
0
11
.5
11
.6H
au
l sa
nd
for
filt
er,
0.5
mil
e in
clu
din
g l
oad
ing.
m3
Tra
cto
r T
rail
er
25
6.7
5
3
16
.00
3
00
.50
29
2.7
5
-
-
-
-
11
.6
11
.7H
au
l sa
nd
for
filt
er,
1 m
ile
incl
ud
ing l
oad
ing.
m3
Tra
cto
r T
rail
er
33
6.7
5
4
14
.25
3
94
.00
38
3.7
5
-
-
-
-
11
.7
11
.8H
au
l sa
nd
for
filt
er,
1.5
mil
e in
clu
din
g l
oad
ing.
m3
Tra
cto
r T
rail
er
41
6.5
0
5
12
.50
4
87
.50
47
5.0
0
-
-
-
-
11
.8
11
.9H
au
l sa
nd
for
filt
er,
2 m
ile
incl
ud
ing l
oad
ing.
m3
Tra
cto
r T
rail
er
49
6.5
0
6
10
.50
5
81
.00
56
6.0
0
-
-
-
-
11
.9
11
.10
Hau
l sa
nd
for
filt
er,
2.5
mil
e in
clu
din
g l
oad
ing.
m3
Tra
cto
r T
rail
er
57
6.0
0
7
09
.00
6
74
.00
65
7.0
0
-
-
-
-
11
.1
11
.11
Hau
l sa
nd
for
filt
er,
3 m
ile
incl
ud
ing l
oad
ing.
m3
Tra
cto
r T
rail
er
65
6.0
0
8
07
.00
7
67
.50
74
8.0
0
-
-
-
-
11
.11
11
.12
Hau
l sa
nd
for
filt
er,
3.5
mil
e in
clu
din
g l
oad
ing.
m3
Tra
cto
r T
rail
er
73
6.0
0
9
05
.50
8
61
.00
83
9.0
0
-
-
-
-
11
.12
11
.13
Hau
l sa
nd
for
filt
er,
4 m
ile
incl
ud
ing l
oad
ing.
m3
Tra
cto
r T
rail
er
81
6.0
0
1
,00
3.0
0
95
4.5
0
9
30
.00
-
-
-
-
1
1.1
3
11
.14
Hau
l sa
nd
for
filt
er,
4.5
mil
e in
clu
din
g l
oad
ing.
m3
Tra
cto
r T
rail
er
89
5.5
0
1
,10
2.0
0
1,0
48
.00
1
,02
1.0
0
-
-
-
-
11
.14
11
.15
Hau
l sa
nd
for
filt
er,
5 m
ile
incl
ud
ing l
oad
ing.
m3
Tra
cto
r T
rail
er
97
5.5
0
1
,20
0.0
0
1,1
41
.00
1
,11
2.0
0
-
-
-
-
11
.15
- 1
8 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
11
.6A
As
in R
ate
Nu
mb
er 1
1.6
m3
Rea
r D
um
per
1
30
.75
16
0.7
5
15
3.0
0
1
49
.00
-
-
-
-
1
1.6
A
11
.7A
A
s in
Rate
Nu
mb
er 1
1.7
m3
Rea
r D
um
per
1
55
.25
19
0.7
5
18
1.5
0
1
76
.75
-
-
-
-
1
1.7
A
11
.8A
A
s in
Rate
Nu
mb
er 1
1.8
m3
Rea
r D
um
per
1
79
.50
22
1.0
0
21
0.0
0
2
04
.75
-
-
-
-
1
1.8
A
11
.9A
A
s in
Rate
Nu
mb
er 1
1.9
m3
Rea
r D
um
per
2
04
.00
25
1.0
0
23
8.7
5
2
32
.50
-
-
-
-
1
1.9
A
11
.10
A A
s in
Rate
Nu
mb
er 1
1.1
0m
3 R
ear
Dum
per
2
28
.50
28
1.0
0
26
7.2
5
2
60
.50
-
-
-
-
1
1.1
0A
11
.11
A A
s in
Rate
Nu
mb
er 1
1.1
1m
3 R
ear
Dum
per
2
53
.00
31
1.0
0
29
6.0
0
2
88
.25
-
-
-
-
1
1.1
1A
11
.12
A A
s in
Rate
Nu
mb
er 1
1.1
2m
3 R
ear
Dum
per
2
77
.25
34
1.2
5
32
4.5
0
3
16
.25
-
-
-
-
1
1.1
2A
11
.13
A A
s in
Rate
Nu
mb
er 1
1.1
3m
3 R
ear
Dum
per
3
01
.75
37
1.2
5
35
3.2
5
3
44
.00
-
-
-
-
1
1.1
3A
11
.14
AA
s in
Rate
Nu
mb
er 1
1.1
4m
3 R
ear
Dum
per
3
26
.25
40
1.2
5
38
1.7
5
3
72
.00
-
-
-
-
1
1.1
4A
11
.15
AA
s in
Rate
Nu
mb
er 1
1.1
5m
3 R
ear
Dum
per
3
50
.75
43
1.5
0
41
0.2
5
3
99
.75
-
-
-
-
1
1.1
5A
11
.16
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
0.5
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
29
9.7
5
3
68
.50
3
50
.75
34
1.7
5
-
-
-
-
11
.16
11
.17
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
1 m
ile
incl
ud
ing l
oad
ing
m3
Tra
cto
r T
rail
er
39
2.7
5
4
83
.25
4
59
.75
44
7.7
5
-
-
-
-
11
.17
11
.18
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
1.5
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
48
6.0
0
5
97
.50
5
68
.50
55
4.0
0
-
-
-
-
11
.18
11
.19
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
2 m
ile
incl
ud
ing l
oad
ing
m3
Tra
cto
r T
rail
er
57
9.0
0
7
12
.50
6
77
.50
66
0.0
0
-
-
-
-
11
.19
11
.20
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
2.5
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
67
2.5
0
8
27
.00
7
86
.50
76
6.5
0
-
-
-
-
11
.20
11
.21
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
3.0
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
76
5.5
0
9
41
.50
8
95
.50
87
2.5
0
-
-
-
-
11
.21
11
.22
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
3.5
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
85
8.5
0
1
,05
6.0
0
1,0
04
.00
9
79
.00
-
-
-
-
1
1.2
2
11
.23
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
4.0
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
95
2.0
0
1
,17
1.0
0
1,1
13
.00
1
,08
5.0
0
-
-
-
-
11
.23
11
.24
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
4.5
mil
e in
clu
din
g l
oad
ing
m3
Tra
cto
r T
rail
er
1,0
45
.00
1
,28
5.0
0
1,2
22
.00
1
,19
1.0
0
-
-
-
-
11
.24
11
.25
Hau
l m
etal/
rub
ble
/rip
-rap
for
filt
er,
5.0
mil
e in
clu
din
g L
oad
ing
m3
Tra
cto
r T
rail
er
1,1
38
.00
1
,40
0.0
0
1,3
31
.00
1
,29
7.0
0
-
-
-
-
11
.25
11
.16
AA
s in
Rate
Nu
mb
er 1
1.1
6m
3 R
ear
Dum
per
1
78
.25
21
9.2
5
20
8.5
0
2
03
.00
-
-
-
-
1
1.1
6A
11
.17
AA
s in
Rate
Nu
mb
er 1
1.1
7m
3 R
ear
Dum
per
2
03
.75
25
0.7
5
23
8.5
0
2
32
.25
-
-
-
-
1
1.1
7A
11
.18
AA
s in
Rate
Nu
mb
er 1
1.1
8m
3 R
ear
Dum
per
2
29
.50
28
2.2
5
26
8.5
0
2
61
.75
-
-
-
-
1
1.1
8A
11
.19
AA
s in
Rate
Nu
mb
er 1
1.1
9m
3 R
ear
Dum
per
2
55
.25
31
3.7
5
29
8.5
0
2
91
.00
-
-
-
-
1
1.1
9A
11
.20
AA
s in
Rate
Nu
mb
er 1
1.2
0m
3 R
ear
Dum
per
2
80
.75
34
5.5
0
32
8.5
0
3
20
.25
-
-
-
-
1
1.2
0A
11
.21
AA
s in
Rate
Nu
mb
er 1
1.2
1m
3 R
ear
Dum
per
3
06
.50
37
7.0
0
35
8.5
0
3
49
.50
-
-
-
-
1
1.2
1A
11
.22
AA
s in
Rate
Nu
mb
er 1
1.2
2m
3 R
ear
Dum
per
3
32
.25
40
8.5
0
38
8.7
5
3
78
.75
-
-
-
-
1
1.2
2A
11
.23
AA
s in
Rate
Nu
mb
er 1
1.2
3m
3 R
ear
Dum
per
3
57
.75
44
0.2
5
41
8.7
5
4
08
.00
-
-
-
-
1
1.2
3A
11
.24
AA
s in
Rate
Nu
mb
er 1
1.2
4m
3 R
ear
Dum
per
3
83
.50
47
1.7
5
44
8.7
5
4
37
.25
-
-
-
-
1
1.2
4A
11
.25
AA
s in
Rate
Nu
mb
er 1
1.2
5m
3 R
ear
Dum
per
4
09
.25
50
3.0
0
47
8.7
5
4
66
.50
-
-
-
-
1
1.2
5A
- 1
9 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
(
12
) S
LO
PE
PR
OT
EC
TIO
N F
OR
EA
RT
H W
OR
K
12
.1F
urn
ish
ing,
pla
nti
ng &
wate
rin
g t
urf
excl
ud
ing h
au
lm
2
-
-
-
-
-
7
5.4
5
92
.80
8
8.3
0
86
.05
1
2.1
12
.2F
urn
ish
ing &
pla
cin
g g
ravel
bed
din
g e
xcl
ud
ing h
au
l.m
3 B
-Ho
e +
CT
4
56
.50
56
1.5
0
53
4.0
0
5
20
.00
5
17
.00
63
6.0
0
6
05
.00
58
9.5
0
1
2.2
12
.3F
urn
ish
ing &
pla
cin
g 6
-9"
rub
ble
/rip
-rap
excl
ud
ing h
au
l.m
3 (
Air
Co
mp
ress
or
+Ja
ck H
amm
er+
CT
}
2,0
36
.00
2
,50
5.0
0
2,3
83
.00
2
,32
2.0
0
2,1
17
.00
2,6
03
.00
2
,47
6.0
0
2,4
13
.00
1
2.3
12
.4F
urn
ish
ing &
pla
cin
g1
2"
rip
-rap
ex
clu
din
g h
au
l.m
3 -
do
- 1
,71
8.0
0
2,1
14
.00
2
,01
0.0
0
1,9
59
.00
1
,80
5.0
0
2
,22
1.0
0
2,1
12
.00
2
,05
8.0
0
12
.4
12
.5F
urn
ish
ing &
pla
cin
g1
8"
rip
-rap
ex
clu
din
g h
au
l.m
3 -
do
- 1
,42
5.0
0
1,7
52
.00
1
,66
7.0
0
1,6
24
.00
1
,53
0.0
0
1
,88
2.0
0
1,7
91
.00
1
,74
5.0
0
12
.5
12
.6H
au
l tu
rf f
or
slop
e p
rote
ctio
n,
0.5
mil
e in
clu
din
g l
oad
ing.
m2
Tra
cto
r T
rail
er
94
.30
1
16
.00
1
10
.25
10
7.5
0
-
--
-1
2.6
12
.6A
Hau
l tu
rf f
or
slop
e p
rote
ctio
n,
1 m
ile
incl
ud
ing l
oad
ing.
m2
Tra
cto
r T
rail
er
11
6.5
0
1
43
.50
1
36
.50
13
3.0
0
-
--
-1
2.6
A
12
.7H
au
l tu
rf f
or
slop
e p
rote
ctio
n,
1.5
mil
e in
clu
din
g l
oad
ing.
m2
Tra
cto
r T
rail
er
13
9.0
0
1
71
.00
1
62
.50
15
8.5
0
-
--
-1
2.7
12
.7A
Hau
l tu
rf f
or
slop
e p
rote
ctio
n,
2 m
ile
incl
ud
ing l
oad
ing.
m2
Tra
cto
r T
rail
er
16
1.2
5
1
98
.50
1
88
.75
18
4.0
0
-
--
-1
2.7
A
12
.8H
au
l tu
rf f
or
slop
e p
rote
ctio
n,
2.5
mil
e in
clu
din
g l
oad
ing.
m2
Tra
cto
r T
rail
er
18
3.7
5
2
26
.00
2
15
.00
20
9.2
5
-
--
-1
2.8
12
.8A
Hau
l tu
rf f
or
slop
e p
rote
ctio
n,
3 m
ile
incl
ud
ing l
oad
ing.
m2
Tra
cto
r T
rail
er
20
6.0
0
2
53
.50
2
41
.00
23
4.7
5
-
--
-1
2.8
A
12
.9H
au
l gra
vel
for
slop
e p
rote
ctio
n.
m3
Tra
cto
r T
rail
er &
Rea
r D
um
per
12
.9
12
.10
Hau
l 6
"-9
" ru
bb
le /
rip
-rap
for
slop
e p
rote
ctio
n.
m3
Tra
cto
r T
rail
er &
Rea
r D
um
per
12
.10
12
.11
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
0.5
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
2
02
.00
24
8.5
0
23
6.2
5
2
30
.25
-
-
--
12
.11
12
.12
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
1.0
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
2
30
.75
28
3.7
5
27
0.0
0
2
63
.00
-
-
--
12
.12
12
.13
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
1.5
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
2
59
.50
31
9.2
5
30
3.5
0
2
95
.75
-
-
--
12
.13
12
.14
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
2.0
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
2
88
.25
35
4.5
0
33
7.2
5
3
28
.50
-
-
--
12
.14
12
.15
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
2.5
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
3
17
.00
38
9.7
5
37
0.7
5
3
61
.25
-
-
--
12
.15
12
.16
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
3.0
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
3
45
.75
42
5.2
5
40
4.5
0
3
94
.00
-
-
--
12
.16
12
.17
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
3.5
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
3
74
.25
46
0.5
0
43
8.0
0
4
26
.75
-
-
--
12
.17
12
.18
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
4.0
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
4
03
.00
49
5.7
5
47
1.7
5
4
59
.50
-
-
--
12
.18
12
.19
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
4.5
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
4
31
.75
53
1.0
0
50
5.0
0
4
92
.25
-
-
--
12
.19
12
.20
Hau
l ri
p-r
ap
over
9"
for
slop
e p
rote
ctio
n,
5.0
mil
e in
clu
din
g l
oad
ing.
m3
Rea
r D
um
per
4
60
.50
56
6.5
0
53
8.5
0
5
25
.00
-
-
--
12
.20
(1
3)
GR
AV
EL
/TA
RM
AC
SU
RF
AC
ING
FO
R R
OA
DW
AY
13
.1F
urn
ish
ing &
pla
cin
g g
ravel
Wea
rin
g S
urf
ace
(WS
), e
xcl
ud
ing h
au
l.m
3 B
-Ho
e+C
T
45
6.5
0
5
61
.50
5
34
.00
52
0.0
0
51
7.0
0
6
36
.00
60
5.0
0
5
89
.50
13
.1
13
.2F
urn
ish
ing p
laci
ng &
com
pact
ing g
ravel
su
b b
ase
excl
ud
ing h
au
l.m
3 d
o-+
Shee
p F
oo
t
Ro
ller
48
0.7
5
5
91
.00
5
62
.50
54
8.0
0
56
9.5
0
7
00
.50
66
6.5
0
6
49
.50
13
.2
As
in R
ate
Nos.
11
.6 t
o 1
1.1
5 &
11
.6A
to 1
1.1
5A
As
in R
ate
Nos.
11
.16
to 1
1.2
5 &
11
.16
A t
o 1
1.2
5A
- 2
0 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
13
.3F
urn
ish
ing p
laci
ng &
com
pact
ing 6
"-9
" ru
bb
le b
ase
excl
ud
ing h
au
l.m
3 {
Air
Co
mp
ress
o
+Ja
ck
Ham
mer
+R
oad
Ro
ller
}
2,4
66
.00
3
,03
4.0
0
2,8
86
.00
2
,81
2.0
0
2,4
66
.00
3,0
34
.00
2
,88
6.0
0
2,8
12
.00
1
3.3
13
.3A
Fu
rnis
hin
g p
laci
ng &
com
pact
ing 4
" m
etal
base
excl
ud
ing h
au
l.m
3
-d
o-
2,5
89
.00
3
,18
4.0
0
3,0
29
.00
2
,95
1.0
0
2,4
66
.00
3,0
34
.00
2
,88
6.0
0
2,8
12
.00
1
3.3
A
13
.4F
urn
ish
ing p
laci
ng &
com
pact
ing 2
" m
etal
excl
ud
ing h
au
l.m
3
-d
o-
3,4
62
.00
4
,25
9.0
0
4,0
51
.00
3
,94
7.0
0
3,4
62
.00
4,2
59
.00
4
,05
1.0
0
3,9
47
.00
1
3.4
13
.5F
urn
ish
ing p
laci
ng &
com
pact
ing 1
/2"
met
al
in v
oid
s e
xcl
ud
ing
hau
l.m
3
-d
o-
4,9
24
.00
6
,05
6.0
0
5,7
61
.00
5
,61
3.0
0
4,9
24
.00
6,0
56
.00
5
,76
1.0
0
5,6
13
.00
1
3.5
13
.6F
urn
ish
ing &
pla
cin
g 1
st b
itu
men
Wea
rin
g S
urf
ace
in
clu
din
g s
an
d
bli
nd
ing e
xcl
ud
ing h
au
l.
m3
B
-Ho
e+R
oad
Ro
ller
25
4.2
5
3
12
.75
2
97
.50
29
0.0
0
24
1.0
0
2
96
.50
28
2.0
0
2
74
.75
13
.6
13
.7F
urn
ish
ing &
pla
cin
g 2
nd b
itu
men
Wea
rin
g S
urf
ace
in
clu
din
g s
an
d
bli
nd
ing e
xcl
ud
ing h
au
l.
m2
-do
- 1
59
.25
19
5.7
5
18
6.2
5
1
81
.50
1
46
.00
17
9.5
0
1
70
.75
16
6.5
0
1
3.7
13
.8H
au
l sa
nd
/gra
vel
for
road
way s
urf
aci
ng.
m2
T
T &
Rea
r D
um
per
A
s in
Rate
11
.6 t
o 1
1.1
5 &
11
.6A
to 1
1.1
5A
13
.8
13
.9H
au
l ru
bb
le/m
etal
for
road
su
rfaci
ng.
m3
-do
- A
s in
Rate
11
.16
to 1
1.2
5 &
11
.16
A t
o 1
1.2
5A
13
.9
(1
4)
RE
INF
OR
CE
ME
NT
14
.1C
utt
ing,
ben
din
g &
pla
cin
g m
ild
ste
el r
ein
forc
emen
t, l
ift
0-5
ft.
hau
l
15
0 m
iles
Lorr
y a
nd
8 m
iles
Tra
ctor
Tra
iler
.
Kg
-
-
-
-
-3
2.5
5
40
.05
3
8.1
0
37
.15
1
4.1
14
.2A
s in
Rate
Nu
mb
er 1
4.1
bu
t fo
r T
or
stee
l.K
g
-
-
-
-
-
32
.65
4
0.1
5
38
.20
3
7.2
0
14
.2
14
.3F
urn
ish
ing,
cutt
ing,
ben
din
g &
pla
cin
g m
ild
ste
el r
ein
forc
emen
t, l
ift
0-5
ft,
hau
l 1
50
mil
es L
orr
y &
8 m
iles
Tra
ctor-
trail
or.
Kg
-
-
-
-
-1
60
.75
19
7.7
5
1
88
.25
18
3.2
5
1
4.3
14
.4A
s in
Rate
Nu
mb
er 1
4.3
bu
t fo
Tor
stee
l.K
g
-
-
-
-
-
16
2.7
5
2
00
.25
19
0.5
0
1
85
.50
14
.4
14
.5L
ift
rein
forc
emen
t in
each
ste
p 0
-5 f
t.K
g
-
-
-
-
-
0.4
5
0
.55
0.5
0
0
.50
14
.5
(1
5)
FO
RM
WO
RK
IN
TIM
BE
R A
ND
SC
AF
FO
LD
ING
-
15
.1M
ak
ing f
orm
work
for
each
of
3 u
ses.
m2
-
-
-
-
-1
84
.00
22
6.2
5
2
15
.25
20
9.7
5
1
5.1
15
.2F
ixin
g &
rem
ovin
g f
orm
work
on
ce.
m2
-
-
-
-
-3
97
.00
48
8.5
0
4
64
.50
45
2.7
5
1
5.2
15
.3F
urn
ish
ing &
mak
ing f
orm
work
for
each
3 u
ses.
m2
-
-
-
-
-1
,28
0.0
0
1
,57
5.0
0
1,4
98
.00
1
,46
0.0
0
15
.3
15
.4F
urn
ish
ing &
mak
ing f
orm
work
for
each
of
3 u
ses
incl
ud
ing f
ixin
g
& r
emovin
g s
am
e on
ce.
m2
-
-
-
-
-1
,67
7.0
0
2
,06
3.0
0
1,9
63
.00
1
,91
2.0
0
15
.4
15
.5E
rect
ion
an
d d
ism
an
tlin
g s
caff
old
for
each
0-5
ft
lift
in
ris
e 1
0'-2
0'
(each
of
10
use
s of
scaff
old
).m
2
-
-
-
-
-
45
.70
5
6.2
0
53
.50
5
2.1
0
15
.5
15
.6A
s in
Rate
Nu
mb
er 1
5.5
bu
t fo
r ri
se o
ver
20
ft.
up
to 4
0 f
t.m
2
-
-
-
-
-
61
.45
7
5.6
0
71
.90
7
0.0
5
15
.6
15
.7A
s in
Rate
Nu
mb
er 1
5.5
bu
t fo
r ri
se o
ver
40
ft.
up
to 6
0ft
.m
2
-
-
-
-
-
76
.85
9
4.5
0
89
.90
8
7.6
0
15
.7
- 2
1 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
(1
6)
CO
NC
RE
TE
AN
D R
UB
BL
E M
AS
ON
AR
Y
16
.11
:4:8
(2")
ct.
con
cret
e ex
clu
din
g f
orm
work
, li
ft 0
-5',
hau
l m
ix.
10
0',
cem
ent
15
8 m
iles
(1
50
mls
Lorr
y &
8 m
iles
T-T
), a
ggre
gate
5 m
ls.
& w
ate
r 1
.5 m
ls.
m3
{A
ir
Co
mp
ress
or+
Jack
Ham
mer
+C
oncr
ete
Mix
ture
+V
ibra
tor+
9,9
72
.00
1
2,2
65
.00
11
,66
7.0
0
1
1,3
68
.00
10
,99
2.0
0
13
,52
0.0
0
1
2,8
60
.00
12
,53
1.0
0
1
6.1
16
.21
:4:8
(1'1
/2")
ct.
con
c. e
xcl
ud
ing f
orm
work
as
in R
ate
Nu
mb
er 1
6.1
m3
-do
- 1
0,1
96
.00
12
,54
1.0
0
1
1,9
29
.00
11
,62
3.0
0
1
1,2
16
.00
1
3,7
95
.00
13
,12
2.0
0
1
2,7
86
.00
16
.2
16
.31
:3:6
(1 1
/2")
ct.
con
c.ex
clu
din
g f
orm
work
as
in R
ate
Nu
mb
er 1
6.1
m3
-do
- 1
0,9
30
.00
13
,44
4.0
0
1
2,7
88
.00
12
,46
0.0
0
1
1,9
50
.00
1
4,6
98
.00
13
,98
1.0
0
1
3,6
23
.00
16
.3
16
.41
:3:6
(1")
ct.
con
c. e
xcl
ud
ing f
orm
work
as
in R
ate
Nu
mb
er 1
6.1
m3
-do
- 1
1,2
87
.00
13
,88
4.0
0
1
3,2
06
.00
12
,86
8.0
0
1
2,3
07
.00
1
5,1
38
.00
14
,40
0.0
0
1
4,0
30
.00
16
.4
16
.51
:2:4
(1 1
/2")
c
t. c
on
c. e
xcl
ud
ing f
orm
work
as
in R
ate
Nu
mb
er 1
6.1
m3
-do
- 1
1,9
35
.00
14
,68
1.0
0
1
3,9
64
.00
13
,60
6.0
0
1
2,9
55
.00
1
5,9
35
.00
15
,15
8.0
0
1
4,7
69
.00
16
.5
16
.61
:2:4
(1")
ct.
con
c. e
xcl
ud
ing f
orm
work
as
in R
ate
Nu
mb
er 1
6.1
m3
-do
- 1
2,2
50
.00
15
,06
8.0
0
1
4,3
33
.00
13
,96
5.0
0
1
3,2
70
.00
1
6,3
22
.00
15
,52
6.0
0
1
5,1
28
.00
16
.6
16
.71
:2:4
(3/4
") c
t. c
on
c. e
xcl
ud
ing f
orm
work
as
in R
ate
Nu
mb
er 1
6.1
m3
-do
- 1
2,5
46
.00
15
,43
2.0
0
1
4,6
79
.00
14
,30
3.0
0
1
3,5
66
.00
1
6,6
87
.00
15
,87
3.0
0
1
5,4
66
.00
16
.7
16
.81
:1 1
/2:3
(3/4
") c
t. c
on
c. e
xcl
ud
ing f
orm
work
as
in R
ate
Nu
mb
er
16
.1.
m3
-do
- 1
3,7
54
.00
16
,91
7.0
0
1
6,0
92
.00
15
,67
9.0
0
1
4,7
74
.00
1
8,1
72
.00
17
,28
5.0
0
1
6,8
42
.00
16
.8
16
.9A
dd
itio
nal
for
form
work
for
1:3
:6 c
t. c
on
cret
e.m
3
-
-
-
-
-3
,30
2.0
0
4
,06
2.0
0
3,8
64
.00
3
,76
5.0
0
16
.9
16
.10
Ad
dit
ion
al
for
form
work
for
1:2
:4 c
t. c
on
cret
e.m
3
-
-
-
-
-4
,40
3.0
0
5
,41
6.0
0
5,1
52
.00
5
,02
0.0
0
16
.10
16
.11
Ad
dit
ion
al
for
form
work
for
1:1
1/2
:3 c
t. c
on
cret
e.m
3
-
-
-
-
-2
,75
2.0
0
3
,38
5.0
0
3,2
20
.00
3
,13
7.0
0
16
.11
16
.12
Ad
dit
ion
al
for
lift
of
con
cret
e over
5ft
. u
pto
1
0 f
t.m
3
-
-
-
-
-4
60
.75
56
6.5
0
5
39
.00
52
5.0
0
1
6.1
2
16
.13
Ad
dit
ion
al
for
lift
of
con
cret
e over
10
ft.
up
to 1
5ft
.m
3
-
-
-
-
-4
89
.00
60
1.5
0
5
72
.00
55
7.5
0
1
6.1
3
16
.14
Ad
dit
ion
al
for
lift
of
con
cret
e over
15
ft.
up
to 2
0ft
.m
3
-
-
-
-
-5
08
.50
62
5.5
0
5
95
.00
57
9.5
0
1
6.1
4
16
.15
Ad
dit
ion
al
for
lift
of
con
cret
e over
20
ft.
up
to 2
5 f
t.m
3
-
-
-
-
-5
69
.50
70
0.5
0
6
66
.50
64
9.5
0
1
6.1
5
16
.16
Ad
dit
ion
al
for
lift
of
con
cret
e over
25
ft.
up
to 3
0ft
.m
3
-
-
-
-
-5
81
.00
71
4.5
0
6
79
.50
66
2.5
0
1
6.1
6
16
.17
Ad
dit
ion
al
for
lift
of
con
cret
e over
30
ft.
up
to 3
5ft
.m
3
-
-
-
-
-5
86
.00
72
1.0
0
6
85
.50
66
8.0
0
1
6.1
7
16
.18
Ad
dit
ion
al
for
lift
of
con
cret
e over
35
ft.
up
to 4
0ft
.m
3
-
-
-
-
-5
93
.50
73
0.0
0
6
94
.50
67
6.5
0
1
6.1
8
16
.19
Ad
dit
ion
al
for
lift
of
con
cret
e over
40
ft.
up
to 4
5ft
.m
3
-
-
-
-
-6
47
.00
79
6.0
0
7
57
.00
73
7.5
0
1
6.1
9
16
.20
Ad
dit
ion
al
for
lift
of
con
cret
e over
45
ft.
up
to 5
0ft
.m
3
-
-
-
-
-6
51
.50
80
1.5
0
7
62
.50
74
2.5
0
1
6.2
0
16
.21
Ad
dit
ion
al
for
lift
of
con
cret
e over
50
ft.
up
to 5
5ft
.m
3
-
-
-
-
-6
85
.00
84
2.5
0
8
01
.00
78
0.5
0
1
6.2
1
16
.22
Ad
dit
ion
al
for
lift
of
con
cret
e over
55
ft.
up
to 6
0ft
.m
3
-
-
-
-
-7
18
.00
88
3.5
0
8
40
.00
81
8.5
0
1
6.2
2
16
.23
Ad
dit
ion
al
for
hau
l of
con
cret
e m
ix i
n e
ach
10
0ft
. st
ep (
max.3
00
ft).
m3
-
-
-
-
-
16
9.5
0
2
08
.25
19
8.2
5
1
93
.00
16
.23
16
.24
6"-
9"
ran
dom
ru
bb
le m
aso
nary
in
1:5
ct.
mt.
, li
ft 0
-5 f
t, h
au
l m
ort
ar
mix
an
d m
ate
rials
as
in R
ate
Nu
mb
er 1
6.1
.m
3 (
Air
Co
mp
ress
or+
Jack
Ham
mer
+ M
anual
)
7,4
00
.00
9
,10
2.0
0
8,6
58
.00
8
,43
6.0
0
6,8
79
.00
8,4
61
.00
8
,04
8.0
0
7,8
42
.00
1
6.2
4
16
.25
1/2
" th
ick
rou
gh
ct.
pla
ster
ing i
n 1
:3 c
t. m
ort
ar
for
rub
ble
maso
nary
face
s fo
r all
lif
ts.
m2
(B
-Ho
e +
Man
ual
) 3
43
.25
42
2.2
5
40
1.7
5
3
91
.50
3
18
.50
39
2.0
0
3
72
.75
36
3.2
5
1
6.2
5
16
.26
Ad
dit
ion
al
for
lift
of
rub
ble
maso
nary
.m
31
6.2
6A
s in
Rate
Nu
mb
er 1
6.1
2 t
o 1
6.2
2
- 2
2 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
(1
7)
LIN
ING
AN
D P
ITC
HIN
G
17
.12
" th
ick
lin
ing i
n 1
:8 c
t. s
an
d p
re-c
ast
sla
bs
in 1
:5 c
t. m
t. w
ith
1/8
"
float
for
inte
rnal
surf
ace
s, l
ift
0-5
ft,
hau
l as
in R
ate
Nu
mb
er 1
6.1
.m
2
-
-
-
-
-
61
4.0
0
7
55
.50
71
8.5
0
7
00
.00
17
.1
17
.23
" th
ick
in
situ
lin
ing i
n 1
:3:6
(1")
ct.
con
c.,
excl
ud
ing f
orm
s, l
ift
0-5
ft h
au
l as
in R
ate
Nu
mb
er 1
6.1
.m
2 (
Air
Co
mp
ress
or+
Jack
Ham
mer
+C
M+
V+
Man
ual
)
86
0.0
0
1
,05
7.0
0
1,0
06
.00
9
80
.50
9
37
.50
1,1
53
.00
1
,09
7.0
0
1,0
69
.00
1
7.2
17
.3A
s in
Rate
Nu
mb
er 1
7.2
in
clu
din
g f
orm
work
.m
2
-d
o-
96
0.5
0
1
,18
1.0
0
1,1
24
.00
1
,09
5.0
0
1,0
38
.00
1,2
77
.00
1
,21
5.0
0
1,1
83
.00
1
7.3
17
.49
" th
ick
pit
chin
g i
n 6
"-9
" ru
bb
le i
n 1
:5 c
t. m
t.,
lift
0-5
ft,
hau
l as
in
Rate
Nu
mb
er 1
6.1
.m
2 (
Air
Co
mp
ress
or+
Jack
Ham
mer
+ M
anual
)
1,6
76
.00
2
,06
2.0
0
1,9
61
.00
1
,91
1.0
0
1,5
57
.00
1,9
15
.00
1
,82
2.0
0
1,7
75
.00
1
7.4
17
.51
/2"
thic
k r
ou
gh
ct.
pla
ster
ing i
n 1
:3 c
t. m
t.,
on
ru
bb
le p
itch
ing
face
s.m
2
(B
-Ho
e+ M
anual
) 1
7.5
(1
8)
PR
E-S
TR
ES
SE
D /
PR
E-C
AS
T B
RID
GE
DE
CK
18
.1F
urn
ish
an
d i
nst
all
bri
dge
bea
m 5
3'x
5.0
7 t
, tr
an
sport
20
0 m
iles
,
inst
all
ati
on
cra
ne
travel
20
0 m
iles
.
Each
L
ow
Bed
Tra
iler
+C
R
19
2,9
65
.00
237,
347.
00
22
5,76
9.00
219,
980.
00
-
-
--
18
.1
18
.2A
s in
Rate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 4
4'x
4.2
2 t
. E
ach
-do
- 1
51
,05
9.0
0
1
85
,80
3.0
0
17
6,7
39
.00
1
72
,20
7.0
0
-
--
-1
8.2
18
.3A
s in
Rate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 4
0'x
3.8
0 t
. E
ach
-do
- 1
38
,15
9.0
0
1
69
,93
5.0
0
16
1,6
46
.00
1
57
,50
1.0
0
-
--
-1
8.3
18
.4A
s in
Rate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 3
5'x
2.8
6 t
. E
ach
-do
- 1
16
,81
0.0
0
1
43
,67
6.0
0
13
6,6
67
.00
1
33
,16
3.0
0
-
--
-1
8.4
18
.5A
s in
Rate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 3
2'x
2.5
9 t
. E
ach
-do
- 1
02
,98
1.0
0
1
26
,66
7.0
0
12
0,4
88
.00
1
17
,39
8.0
0
-
--
-1
8.5
18
.6A
s in
Rate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 2
3x 2
.26
t.
Each
-do
- 8
3,5
23
.00
10
2,7
34
.00
9
7,7
22
.00
95
,21
7.0
0
-
-
--
18
.6
18
.7A
s in
Rate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 2
0x 2
.08
t.
Each
-do
- 7
6,3
37
.00
93
,89
5.0
0
8
9,3
15
.00
87
,02
5.0
0
-
-
--
18
.7
18
.7A
As
in R
ate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 1
7x 1
.57
t.
Each
-do
- 6
1,2
94
.00
75
,39
1.0
0
7
1,7
14
.00
69
,87
5.0
0
-
-
--
18
.7A
18
.7B
As
in R
ate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 1
4x 1
.13
t.
Each
-do
- 4
9,6
84
.00
61
,11
1.0
0
5
8,1
30
.00
56
,63
9.0
0
-
-
--
18
.7B
18
.7C
As
in R
ate
Nu
mb
er 1
8.1
bu
t fo
r b
rid
ge
bea
m 1
1x 0
.89
t.
Each
-do
- 4
4,1
69
.00
54
,32
8.0
0
5
1,6
78
.00
50
,35
3.0
0
-
-
--
18
.7C
18
.8F
urn
ish
& i
nst
all
ker
b s
lab
3'x
1.0
8 c
wt.
,tra
nsp
ort
20
0 m
iles
,
inst
all
ati
on
cra
ne
travel
20
0 m
iles
.
Each
-do
- 2
,51
4.0
0
3,0
93
.00
2
,94
2.0
0
2,8
66
.00
-
-
--
18
.8
18
.9A
s in
Rate
Nu
mb
er 1
8.8
bu
t fo
r fa
cia s
lab
of
1 1
/2"x
3'x
4'x
2.0
8
cwt.
Each
-do
- 4
,58
0.0
0
5,6
33
.00
5
,35
9.0
0
5,2
21
.00
-
-
--
18
.9
18
.10
As
in R
ate
Nu
mb
er 1
8.8
bu
t fo
r fa
cia s
lab
of
1 1
/2"x
2'x
4'x
0.9
1
cwt.
Each
-do
- 3
,50
3.0
0
4,3
09
.00
4
,09
9.0
0
3,9
94
.00
-
-
--
18
.10
18
.11
As
in R
ate
Nu
mb
er 1
8.8
bu
t fo
r u
pri
gh
t fo
r h
an
d r
ail
s o
f 3
'3"x
1.0
9
cwt.
Each
-do
- 2
,84
2.0
0
3,4
96
.00
3
,32
5.0
0
3,2
40
.00
-
-
--
18
.11
As
in R
ate
Nu
mb
er 1
6.2
5
- 2
3 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
18
.12
As
in R
ate
Nu
mb
er 1
8.8
bu
t fo
r h
an
d r
ail
s o
f 3
" d
ia x
7' 8
1
/2"
x0
.94
cw
t.
Each
-do
- 2
,81
8.0
0
3,4
66
.00
3
,29
7.0
0
3,2
12
.00
-
-
--
18
.12
18
.13
As
in R
ate
Nu
mb
er 1
8.8
bu
t fo
r ra
in w
ate
r ch
an
nel
of
3"
dia
x
6"x
24
"x0
.28
cw
t.
Each
-do
- 7
65
.50
94
1.5
0
89
5.5
0
8
72
.50
-
-
--
18
.13
18
.14
Fu
rnis
h &
in
stall
ste
el e
xp
an
sion
join
t.m
-
-
-
-
-
11
,66
3.0
0
14
,34
5.0
0
1
3,6
46
.00
13
,29
6.0
0
1
8.1
4
(2
1)
LIG
HT
DU
TY
CA
ST
CA
ST
IR
ON
GA
TE
S F
OR
TU
RN
OU
TS
21
.1F
urn
ish
& i
nst
all
in
tu
rnou
t 9
" d
ia.
cast
iro
n g
ate
& h
ois
t co
mp
lete
wit
h s
pin
dle
, h
an
dle
etc
. as
per
typ
e p
lan
No.C
50
1-2
-6D
tra
nsp
ort
20
0 m
ls.
Each
-
-
-
-
-2
6,2
90
.00
3
2,3
36
.00
30
,75
9.0
0
2
9,9
70
.00
21
.1
21
.2A
s in
Rate
Nu
mb
er 2
1.1
bu
t fo
r 1
2"
dia
. si
ze a
s in
Typ
e P
lan
No.
C5
01
-2-6
D.
Each
-
-
-
-
-2
9,3
42
.00
3
6,0
91
.00
34
,33
0.0
0
3
3,4
50
.00
21
.2
21
.3A
s in
Rate
Nu
mb
er 2
1.1
bu
t fo
r 1
5"
dia
. si
ze a
s in
Typ
e P
lan
No.
C5
01
-2-6
D.
Each
-
-
-
-
-4
8,6
00
.00
5
9,7
78
.00
56
,86
2.0
0
5
5,4
04
.00
21
.3
21
.4A
s in
Rate
Nu
mb
er 2
1.1
bu
t fo
r 1
8"
dia
. si
ze a
s in
Typ
e P
lan
No.
C5
01
-2-6
D.
Each
-
-
-
-
-5
7,2
03
.00
7
0,3
60
.00
66
,92
7.0
0
6
5,2
11
.00
21
.4
21
.5A
s in
Rate
Nu
mb
er 2
1.1
bu
t fo
r 2
4"
dia
. si
ze a
s in
Typ
e P
lan
No.
C5
01
-2-6
D.
Each
-
-
-
-
-7
8,9
29
.00
9
7,0
83
.00
92
,34
7.0
0
8
9,9
79
.00
21
.5
21
.6A
s in
Rate
Nu
mb
er 2
1.1
bu
t fo
r 3
0"
dia
. si
ze a
s in
Typ
e P
lan
No.
C5
01
-2-6
D.
Each
-
-
-
-
-1
28
,53
7.0
0
15
8,1
00
.00
1
50
,38
8.0
0
14
6,5
32
.00
2
1.6
(2
2)
LIG
HT
DU
TY
WO
OD
EN
GA
TE
S F
OR
RE
GU
LA
TO
RS
22
.1In
stall
in
reg
ula
tor
3.0
0'x
3.2
5' w
ood
en g
ate
s an
d h
ois
t as
in T
yp
e
Pla
n N
o.
C5
03
-2-6
D.
Each
-
-
-
-
-2
,04
0.0
0
2
,50
9.0
0
2,3
86
.00
2
,32
5.0
0
22
.1
22
.2A
s in
Rate
Nu
mb
er 2
2.1
bu
t fo
r si
ze 3
.50
'x3
.50
'/5.0
0'x
2.5
0'.
Each
-
-
-
-
-2
,37
0.0
0
2
,91
5.0
0
2,7
72
.00
2
,70
1.0
0
22
.2
22
.3
-do-
5.0
0'x
2.7
5 '
Each
-
-
-
-
-2
,70
0.0
0
3
,32
1.0
0
3,1
59
.00
3
,07
8.0
0
22
.3
22
.4
-do-
4.0
0'x
3.7
5'
Each
-
-
-
-
-3
,19
5.0
0
3
,92
9.0
0
3,7
38
.00
3
,64
2.0
0
22
.4
22
.5
-do-
4.0
0'x
4.0
0'
Each
-
-
-
-
-3
,36
0.0
0
4
,13
2.0
0
3,9
31
.00
3
,83
0.0
0
22
.5
22
.6
-do-
4.5
0'x
4.0
0'
Each
-
-
-
-
-3
,85
5.0
0
4
,74
1.0
0
4,5
10
.00
4
,39
4.0
0
22
.6
22
.7
-do-
4.0
0'x
5.0
0'/4
.25
'x4
.75
'/4.5
0'x
4.5
0'.
Each
-
-
-
-
-4
,61
2.0
0
5
,67
3.0
0
5,3
96
.00
5
,25
8.0
0
22
.7
22
.8
-do-
4.2
5'x
5.0
0'
Each
-
-
-
-
-4
,77
7.0
0
5
,87
6.0
0
5,5
89
.00
5
,44
6.0
0
22
.8
22
.9
-do-
4.2
5'x
5.1
7/5
.00
'x4
.50
'. E
ach
-
-
-
-
-4
,94
2.0
0
6
,07
9.0
0
5,7
82
.00
5
,63
4.0
0
22
.9
22
.10
-d
o-
5.0
0'x
4.7
5'
Each
-
-
-
-
-5
,27
2.0
0
6
,48
5.0
0
6,1
68
.00
6
,01
0.0
0
22
.10
- 2
4 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
ss-C
CIV
IL W
OR
KS
- S
UM
MA
RY
O
F
BA
SIC
R
AT
ES
&
UN
IT R
AT
ES
Ma
nu
al
Ra
te
No
.
Rat
e
No
.D
esc
rip
tio
n o
f W
ork
U
nit
P
rin
cip
al
M/C
Ma
ch
inery
Ba
sic U
nit
Ra
te(R
s.)
U
nit
Ra
te (
Rs.
)
U
nit
Ra
te (
Rs.
) B
asi
c U
nit
Ra
te(R
s.)
22
.11
-d
o-
5.5
0'x
4.5
0/5
.25
'x4
.75
'. E
ach
-
-
-
-
-5
,43
7.0
0
6
,68
8.0
0
6,3
61
.00
6
,19
8.0
0
22
.11
22
.12
-d
o-
5.1
7'x
5.5
8'
Each
-
-
-
-
-5
,60
2.0
0
6
,89
1.0
0
6,5
54
.00
6
,38
6.0
0
22
.12
22
.13
-d
o-
5.7
5'x
5.5
0/5
.58
'x5
.67
'. E
ach
-
-
-
-
-5
,93
2.0
0
7
,29
6.0
0
6,9
41
.00
6
,76
3.0
0
22
.13
(2
3)
RC
C S
PU
N P
IPE
S A
ND
CO
LL
AR
S I
N S
TR
UC
TU
RE
S
23
.1F
urn
ish
, la
y &
join
t 6
"dia
. R
CC
sp
un
pip
e in
clu
din
g t
ren
chin
g a
nd
back
fil
l, h
au
l p
ipes
15
0 m
ls l
orr
y &
8 m
ls T
-T,
oth
er m
ate
rials
as
in
Rate
Nu
mb
er 1
6.1
.
m
-
-
-
-
-
2,4
12
.00
2,9
67
.00
2
,82
2.0
0
2,7
50
.00
2
3.1
23
.2A
s in
Rate
Nu
mb
er 2
3.1
bu
t fo
r si
ze i
n 9
" d
ia.
m
-
-
-
-
-
3,2
33
.00
3,9
77
.00
3
,78
3.0
0
3,6
86
.00
2
3.2
23
.3
-
do-
12
" d
ia.
m
-
-
-
-
-
3,9
19
.00
4,8
21
.00
4
,58
6.0
0
4,4
68
.00
2
3.3
23
.4
-
do-
15
" d
ia.
m
-
-
-
-
-
4,3
15
.00
5,3
08
.00
5
,04
9.0
0
4,9
20
.00
2
3.4
23
.5
-
do-
18
" d
ia.
m
-
-
-
-
-
5,9
89
.00
7,3
66
.00
7
,00
7.0
0
6,8
27
.00
2
3.5
23
.6
-
do-
24
" d
ia.
m
-
-
-
-
-
7,1
85
.00
8,8
37
.00
8
,40
6.0
0
8,1
91
.00
2
3.6
23
.7
-
do-
30
" d
ia.
m
-
-
-
-
-
9,7
37
.00
11
,97
6.0
0
1
1,3
92
.00
11
,10
0.0
0
2
3.7
23
.8
-
do-
36
" d
ia.
m
-
-
-
-
-
11
,56
7.0
0
14
,22
7.0
0
1
3,5
33
.00
13
,18
6.0
0
2
3.8
23
.9
-
do-
42
" d
ia.
m
-
-
-
-
-
16
,75
0.0
0
20
,60
3.0
0
1
9,5
98
.00
19
,09
6.0
0
2
3.9
23
.10
-d
o-
48
" d
ia.
m
-
-
-
-
-
18
,53
6.0
0
22
,79
9.0
0
2
1,6
87
.00
21
,13
1.0
0
2
3.1
0
23
.11
-d
o-
54
" d
ia.
m
-
-
-
-
-
21
,06
1.0
0
25
,90
5.0
0
2
4,6
41
.00
24
,00
9.0
0
2
3.1
1
(2
4)
E
XC
AV
AT
ION
OF
WE
LL
S
24
.1E
art
h e
xca
va
tio
n 0
- 5
ft
m3
-
-
-
-
-6
13
.00
75
4.0
0
7
17
.50
69
9.0
0
2
4.1
24
.2G
rav
el e
xca
va
tio
n 0
- 5
ft
m3
-
-
-
-
-6
85
.50
84
3.0
0
8
02
.00
78
1.0
0
2
4.2
24
.3S
oft
Ro
ck e
xca
va
tio
n 0
- 5
ft
m3
-
-
-
-
-1
,05
9.0
0
1
,30
3.0
0
1,2
39
.00
1
,20
7.0
0
24
.3
24
.4E
art
h e
xca
va
tio
n 5
- 1
0ft
m3
-
-
-
-
-1
,04
9.0
0
1
,29
1.0
0
1,2
28
.00
1
,19
6.0
0
24
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24
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rav
el e
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va
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- 1
0ft
m3
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-
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7.0
0
1
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6.0
0
1,3
19
.00
1
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5.0
0
24
.5
24
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Ro
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Wet
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4.0
0
1
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1.0
0
1,7
13
.00
1
,66
9.0
0
24
.11
- 2
5 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nuar
y 2
012
Cla
ss-A
Cla
ss-B
Cla
ss-C
Cla
ss-A
Cla
ss-B
Cla
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CIV
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OR
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- S
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MA
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O
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BA
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R
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&
UN
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Ma
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Ra
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No
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Rat
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No
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esc
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U
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P
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M/C
Ma
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Ba
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Ra
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U
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)
U
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Ra
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24
.12
So
ft R
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cav
ati
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15
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-
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9.0
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2
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2,0
82
.00
2
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24
.12
24
.13
Wet
So
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15
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90
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2
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0
24
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.14
Ha
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.00
2
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5.0
0
24
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24
.15
Gra
vel
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cav
ati
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20
-2
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-
-
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0
1
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0.0
0
1,6
84
.00
1
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1.0
0
24
.15
24
.16
Wet
Gra
vel
ex
cav
ati
on
20
-2
5ft
m3
-
-
-
-
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0
1
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7.0
0
1,8
52
.00
1
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0
24
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24
.17
So
ft R
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cav
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20
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0
2
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31
.00
2
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3.0
0
24
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24
.18
Wet
So
ft R
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cav
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20
-2
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m3
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-
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7.0
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0.0
0
2,4
54
.00
2
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1.0
0
24
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24
.19
Ha
rd R
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cav
ati
on
20
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-
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4.0
0
2
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5.0
0
2,3
44
.00
2
,28
4.0
0
24
.19
24
.20
Gra
vel
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cav
ati
on
25
-3
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m3
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-
-
-
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4.0
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1
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4.0
0
1,8
30
.00
1
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0
24
.2
24
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Wet
Gra
vel
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cav
ati
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25
-3
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-
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0.0
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2
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6.0
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2,0
13
.00
1
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0
24
.21
24
.22
So
ft R
ock
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cav
ati
on
25
-3
0ft
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-
-
-
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0.0
0
2
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2.0
0
2,3
99
.00
2
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0
24
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24
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Wet
So
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cav
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-
-
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.00
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24
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24
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Ha
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17
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2
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(
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DE
SIL
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-
-
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2.5
5
3
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3.0
0
2
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25
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- 2
6 -
Engin
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Unit
Rat
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Appli
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m 0
1 Ja
nu
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01
2
BU
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W
OR
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Cla
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Cl-
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EX
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34.1
Co
mm
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sp
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fill
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34.2
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34
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fo
un
dat
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Basi
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nit
Rate
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nit
Rate
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Desc
rip
tio
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f W
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Un
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ate
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s.)
Rate
No
.
- 27
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
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01
2
BU
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W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
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nit
Rate
No.
Desc
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tio
n o
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Un
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s.)
Rate
No
.
36.9
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00
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0
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1
(3
7)
PL
AS
TE
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25
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37.9
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Dam
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t ta
r b
lin
ded
wit
h s
and
.m
2564.5
076
7.50
666.
00
37
.11
37.1
210
0mm
x 2
0mm
pla
in s
kir
tin
g i
n 1
:2 c
emen
t m
ort
ar,
fin
ish
ed s
mo
oth
.m
66.9
090
.95
78
.90
37
.12
37.1
315
0 x
150
mm
gla
zed
wal
l ti
lin
g (
wh
ite
or
colo
ur)
.m
22,7
92.0
03,
797.
00
3,
295.
00
37.1
3
37.1
420
0 x
200
mm
F
loo
r ti
lin
g.
m2
2,9
95.0
04,
073.
00
3,
534.
00
37.1
4
37.1
530
0 x
300
mm
Flo
or
tili
ng
m2
2,1
77.0
02,
960.
00
2,
568.
00
37.1
5
37.1
615
0mm
- 2
25m
m w
ide
cop
yin
g o
n b
rick
wal
ls w
ith
1:2
ct.
mo
rtar
, fi
nis
hed
sm
oo
th.
m200.5
027
2.50
236.
75
37
.16
- 28
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
(
38)
CA
RP
EN
TE
R,
JOIN
ER
AN
D G
LA
ZIE
R
38.1
Do
or
in 1
00x
75m
m f
ram
e w
ith
75x
25m
m s
lats
, o
rdin
ary
ply
wo
od
sas
h,
bra
ss f
itti
ng
s in
cl.
3 N
os.
bu
tt h
ing
es,
2 N
os.
Bar
rel
Bo
lts
and
qu
alit
y m
ort
ice
lock
wit
h k
eys
in d
up
lica
te,
all
co
mp
lete
to
wo
rkin
g o
rder
.m
210,0
67.0
013
,691
.00
11,8
79.0
0
38
.10
38.2
PV
C T
oil
et D
oo
r in
804
x20
60m
m s
ize
wit
h P
VC
do
or
fram
e i
ncl
un
din
g 2
No
s. b
utt
hin
ges
, 2
No
s. B
arre
l B
olt
s an
d
qu
alit
y
lock
wit
h k
eys
in d
up
lica
te,
all
co
mp
lete
to
wo
rkin
g o
rder
.m
28,5
67.0
011
,651
.00
10,1
09.0
0
38
.2
38.3
Do
or
in 1
00x
75m
m f
ram
e w
ith
a f
ull
y g
laze
d f
anli
gh
t o
n t
op
(th
ick
nes
s o
f g
lass
to
be
3mm
) w
ith
cen
ter
piv
ot
arra
ng
emen
t &
lo
ckin
g d
evic
e, o
rdin
ary
ply
wo
od
sas
h,
Bra
ss f
itti
ng
s in
clu
din
g 3
No
s. B
utt
hin
ges
, 2
No
s. B
arre
l B
olt
s &
qu
alit
y m
ort
ice
lock
wit
h k
eys
in d
up
lica
te,
all
com
ple
te t
o w
ork
ing
ord
er.
m2
9,8
79.0
013
,435
.00
11,6
58.0
0
38
.3
38.4
As
in R
ate
No
. 38
.3 b
ut
wit
h m
arin
e (w
ater
pro
of
) p
lyw
oo
d s
ash
.m
211,4
22.0
015
,533
.00
13,4
78.0
0
38
.4
38.5
Do
or
in 1
00x
75m
m f
ram
e w
ith
ou
t sl
ats
or
fan
lig
ht
and
wit
h o
rdin
ary
ply
wo
od
sas
h,
bra
ss f
itti
ng
s in
clu
din
g 3
No
s.
bu
tt h
ing
es,
2 N
os.
Bar
rel
Bo
lts
and
qu
alit
y m
ort
ice
lock
wit
h k
eys
in d
up
lica
te,
all
com
ple
te t
o w
ork
ing
ord
er.
m2
9,8
59.0
013
,408
.00
11,6
34.0
0
38
.5
38.6
As
in R
ate
No
. 38
.5 b
ut
wit
h m
arin
e (w
ater
pro
of)
ply
wo
od
sas
h.
m2
11,6
22.0
015
,805
.00
13,7
14.0
0
38
.6
38.7
Do
or
in 1
00x
75m
m f
ram
e, w
ith
ou
t sl
ats
or
fan
lig
ht
and
wit
h 2
5mm
th
ick
led
ged
, b
race
d &
bat
ten
ed s
ash
, b
rass
fi
ttin
gs
incl
. 3
No
s. B
utt
Hin
ges
, 2
No
s. B
arre
l B
olt
s an
d q
ual
ity
mo
rtic
e lo
ck w
ith
key
s in
du
pli
cate
(A
150
mm
h
asp
& s
tap
le a
nd
50m
m V
iro
pad
lock
wit
h k
eys
may
be
pro
vid
ed i
n p
lace
of
mo
rtic
e lo
ck w
her
e ap
pli
cab
le),
all
co
mp
lete
to
wo
rkin
g o
rder
.
m2
13,1
97.0
017
,947
.00
15,5
73.0
0
38
.7
38.8
Gar
age
do
or
in 1
00x
50m
m f
ram
e, p
anal
led
sas
h c
om
pri
sin
g 3
0mm
th
ick
rai
ls &
sty
les
and
12m
m t
hic
k p
anel
s,
bra
ss f
itti
ng
s in
clu
din
g 1
2 N
os.
Bu
tt h
ing
es,
6 N
os.
Bar
rel
Bo
lts
(fo
r a
10'x
8' d
oo
r) 1
No
.150
mm
has
p &
sta
ple
an
d 1
N
o.5
0mm
Qu
alit
y P
adlo
ck
wit
h k
eys
all
com
ple
te t
o w
ork
ing
ord
er.
m2
6,6
10.0
08,
989.
00
7,
800.
00
38.8
38.9
Win
do
w i
n 1
00x
75m
m f
ram
e w
ith
75x
25m
m s
lats
, 25
mm
th
ick
sas
h c
om
pri
sin
g 3
mm
th
ick
gla
ss,
bra
ss f
itti
ng
s in
clu
din
g 2
No
s. b
utt
hin
ges
, 2
No
s. B
arre
l B
olt
s, 1
No
. C
asem
ent
stay
an
d 1
No
. C
asem
ent
Fas
ten
er f
or
each
sas
h
all
com
ple
te t
o w
ork
ing
ord
er.
m2
10,9
19.0
014
,849
.00
12,8
84.0
0
38
.9
38.1
0W
ind
ow
in
100
x75
mm
fra
me
wit
h g
laze
d f
anli
gh
t o
n t
op
co
mp
risi
ng
cen
tre
piv
ot
arra
ng
emen
t an
d l
ock
ing
dev
ice,
25
mm
th
ick
sas
h c
om
pri
sin
g 3
mm
th
ick
gla
ss,
bra
ss f
itti
ng
s in
clu
din
g 2
No
s. b
utt
hin
ges
, 2
No
s. B
arre
l B
olt
s, 1
No
.
case
men
t st
ay a
nd
1 N
o.
case
men
t fa
sten
er f
or
each
sas
h a
ll c
om
ple
te t
o w
ork
ing
ord
er.
m2
10,8
36.0
014
,736
.00
12,7
86.0
0
38
.10
38.1
1W
ind
ow
in
100
x75
mm
fra
me
wit
ho
ut
slat
s/fa
n l
igh
t, w
ith
25m
m t
hic
k s
ash
co
mp
risi
ng
3m
m t
hic
k g
lass
, b
rass
fi
ttin
gs
incl
ud
ing
2 N
os.
Bu
tt h
ing
es,
2 N
os.
Bar
rel
Bo
lts,
all
co
mp
lete
to
wo
rkin
g o
rder
.m
210,6
41.0
014
,471
.00
12,5
56.0
0
38
.11
- 29
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
38.1
2W
ind
ow
in
100
x75
mm
fra
me
wit
ho
ut
slat
s/fa
nli
gh
t, w
ith
25m
m t
hic
k l
edg
ed,
bra
ced
& b
atte
ned
sas
h,
bra
ss
fitt
ing
s in
clu
din
g 2
No
s. b
utt
/p
arli
men
tary
hin
ges
, 2
No
s. B
arre
l B
olt
s, 1
No
. C
asem
ent
stay
& 1
No
. C
asem
ent
fast
ener
fo
r ea
ch s
ash
, al
l co
mp
lete
to
wo
rkin
g o
rder
.
m2
12,3
65.0
016
,816
.00
14,5
90.0
0
38
.12
- 30
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
38.1
3Is
ola
ted
Fan
lig
ht
in 1
00x
75m
m f
ram
e w
ith
32m
m t
hic
k s
ash
co
mp
risi
ng
3m
m t
hic
k g
lass
, b
rass
fit
tin
gs
incl
ud
ing
2
No
s. C
ente
r p
ivo
ts &
2 N
os.
fan
lig
ht
catc
hes
, al
l co
mp
lete
to
wo
rkin
g o
rder
.m
213,3
59.0
018
,168
.00
15,7
64.0
0
38
.13
38.1
4T
rell
is w
ork
in
900
x90
0mm
fra
me
wo
rk o
f 10
0x50
mm
tim
ber
, w
ith
44m
m b
atte
ns
fix
ed t
o f
ram
ewo
rk a
t 75
mm
c/
c b
oth
way
.m
25,7
83.0
07,
864.
00
6,
824.
00
38.1
4
38.1
550
x50
mm
Gal
van
ized
iro
n w
eld
ed m
esh
fix
ed t
o 9
00x
900m
m f
ram
e w
ork
of
100x
50m
m t
imb
er,
by
mea
ns
of
38x
12m
m b
ead
ing
s.m
22,9
95.0
04,
073.
00
3,
534.
00
38.1
5
(
39)
RO
OF
ER
39.1
Cal
icu
t T
ile
roo
f o
n s
awn
tim
ber
fra
me,
tre
ated
wit
h 2
co
ats
of
wo
od
pre
serv
ativ
e, i
ncl
ud
ing
rid
ge
pla
tes,
wal
l
pla
tes,
pu
rlin
s, b
eam
s, s
tru
ts,
raft
ers
fix
ed a
t an
in
terv
al o
f 60
0mm
, re
eper
s et
c.m
22,9
81.0
04,
054.
00
3,
518.
00
39.1
39.1
AC
alic
at P
atte
rn R
idg
e T
iles
bed
ded
in
cem
ent
lim
e m
ort
ar 1
:1:5
mix
.m
508.0
069
0.50
599.
50
39
.1A
39.2
Co
rru
gat
ed A
sbes
tos
Ro
of
on
saw
n t
imb
er f
ram
e tr
eate
d w
ith
2 c
oat
s o
f w
oo
d p
rese
rvat
ive,
in
clu
din
g r
idg
e p
late
s, w
all
pla
tes,
pu
rlin
s, b
eam
s, s
tru
ts,
raft
ers
fix
ed a
t an
in
terv
al o
f 4
ft a
nd
ree
per
s et
c.
m2
2,1
99.0
02,
990.
00
2,
595.
00
39.2
39.2
AC
orr
ug
ated
Asb
esto
s ri
dg
ing
.m
708.0
096
2.50
835.
00
39
.2A
39.3
Hal
f ro
un
d s
ing
le t
ile
cov
erin
g o
n C
orr
ug
ated
Asb
esto
s R
oo
f (A
sbes
tos
roo
f p
aid
sep
arat
ely
).m
21,0
64.0
01,
447.
00
1,
256.
00
39.3
39.4
20m
m T
hic
k L
un
um
idel
la p
lan
k c
eili
ng
fix
ed t
o r
oo
f ra
fter
s, i
ncl
ud
ing
ap
pli
cati
on
of
wo
od
pre
serv
ativ
e in
2 c
oat
s.m
21,1
65.0
01,
584.
00
1,
374.
00
39.4
39.5
20m
mT
hic
k f
lat
Lu
nu
mid
ella
cei
lin
g,
fix
ed t
o s
awn
tim
ber
fra
me
wo
rk,
incl
ud
ing
ap
pli
cati
on
of
wo
od
p
rese
rvat
ive
in 2
co
ats.
m2
1,9
96.0
02,
714.
00
2,
355.
00
39.5
39.6
Fla
t A
sbes
tos
ceil
ing
, fi
xed
to
saw
n t
imb
er f
ram
e w
ork
, in
clu
din
g a
pp
lica
tio
n o
f w
oo
d p
rese
rvat
ive
in 2
co
ats.
m2
1,8
18.0
02,
472.
00
2,
145.
00
39.6
39.6
AA
sbes
tos
ceil
ing
fix
ed t
o r
oo
f ra
fter
s, i
ncl
ud
ing
ap
pli
cati
on
of
wo
od
pre
serv
ativ
e in
2 c
oat
s.m
2992.5
01,
349.
00
1,
171.
00
39.6
A
39.7
200x
25m
m v
alan
ce &
bar
ge
bo
ard
s fi
xed
to
ro
of
raft
ers
wit
h b
rass
scr
ews
incl
ud
ing
ap
pli
cati
on
of
wo
od
p
resa
vat
ive
in 2
co
ats.
m830.0
01,
128.
00
97
9.50
39.7
39.7
A
As
in R
ate
No
. 39
.7,
bu
t fo
r 25
0x25
mm
val
ance
& b
arg
e b
oar
d.
m1,1
28.0
01,
534.
00
1,
332.
00
39.7
A
39.8
Val
ley
gu
tter
in
Alu
min
ium
sh
eet,
fix
ed t
o 2
5mm
th
ick
pla
nk
s tr
eate
d w
ith
2 c
oat
s o
f w
oo
d p
rese
rvat
ive.
m2
9,4
43.0
012
,842
.00
11,1
43.0
0
39
.8
39.9
150m
m h
alf
rou
nd
or
115m
m s
qu
are
PV
C e
aves
gu
tter
fix
ed t
o v
alan
ce b
oar
d w
ith
alu
min
ium
bra
cket
s &
bra
ss
scre
ws.
m485.7
566
0.50
573.
00
39
.9
39.1
090
mm
dia
. P
VC
do
wn
pip
es i
ncl
usi
ve
of
ben
ds,
join
ers
etc.
fix
ed t
o w
all
wit
h e
mb
edd
ed p
lug
s &
PV
C s
trap
s an
d
wit
h p
rop
er c
on
nec
tio
n t
o e
aves
gu
tter
s.
m596.5
081
1.00
704.
00
39
.10
- 31
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
39.1
1F
urn
ish
ing
& f
ixin
g P
VC
ru
nn
ing
hea
d f
or
eav
es g
utt
ers.
ea
ch
605.0
082
2.50
713.
50
39
.11
39.1
2F
urn
ish
ing
& f
ixin
g P
VC
Gu
tter
Hea
d B
ox
fo
r ea
ves
gu
tter
.
each
1,1
88.0
01,
615.
00
1,
402.
00
39.1
2
(
40)
DE
CO
RA
TO
R
N
OT
E:
Mu
ltip
ly d
oo
r/ w
ind
ow
are
as (
op
enin
g i
n w
all)
by
th
e p
ain
tin
g c
oef
fici
ents
giv
en b
elo
w t
o o
bta
in p
ain
tin
g
area
s fo
r w
hic
h
foll
ow
ing
un
it r
ates
are
ap
pli
cab
le.
Th
e co
effi
cien
ts i
ncl
ud
e th
e p
ain
tin
g o
f b
oth
sid
es o
f d
oo
r/
win
do
w.
D
oo
r w
ith
fan
lig
ht
& p
lyw
oo
d s
ash
= 2
.15,
Tre
llis
wo
rk w
ith
fra
me
= 2
.50,
Win
do
w w
ith
sla
ts &
gla
zed
sas
h =
2.
40,
G.I
. w
ire
mes
h w
ith
fra
me
= 1
.50,
Win
do
w w
ith
fan
lig
ht
& g
laze
d s
ash
= 2
.10,
L
ou
ver
s w
ith
sla
ts =
3.0
0 an
d W
ind
oo
r w
ith
gla
zed
sas
h =
1.2
5.
40.1
Ap
pli
cati
on
of
two
co
ats
of
wh
ite
was
h i
n l
ime,
in
clu
din
g p
rep
arat
ion
of
surf
ace.
m2
68.1
592
.65
80
.40
40
.1
40.2
Ap
pli
cati
on
of
Wal
l fi
ller
in
clu
din
g p
rep
arat
ion
of
surf
ace.
m2
144.5
019
6.50
170.
50
40
.2
40.3
Ap
pli
cati
on
of
two
co
ats
of
Wea
ther
shei
ld o
f ap
pro
ved
tin
t &
qu
alit
y i
ncl
ud
ing
pre
par
atio
n o
f su
rfac
e.m
2189.5
025
7.50
223.
50
40
.3
40.4
Ap
pli
cati
on
of
two
co
ats
of
gre
y c
emen
t w
ash
to
pli
nth
in
tw
o c
oat
s in
clu
din
g p
rep
arat
ion
of
surf
ace.
m2
45.0
561
.25
53
.15
40
.4
40.5
Ap
pli
cati
on
of
two
co
ats
of
Em
uls
ion
Pai
nt
of
app
rov
ed t
int
& q
ual
ity
in
clu
din
g p
rep
arat
ion
of
surf
ace.
m2
163.7
522
2.50
193.
25
40
.5
40.6
Ap
pli
cati
on
of
two
co
ats
of
En
amal
Pai
nt
of
app
rov
ed t
int
& q
ual
ity
in
clu
din
g p
rep
arat
ion
of
surf
ace.
m2
218.7
529
7.50
258.
25
40
.6
40.7
Ap
pli
cati
on
of
two
co
ats
of
Var
nis
h o
f ap
pro
ved
qu
alit
y i
ncl
ud
ing
pre
par
atio
n o
f su
rfac
e.m
2227.0
030
8.50
268.
00
40
.7
40.8
Ap
pli
cati
on
of
two
co
ats
of
Alu
min
ium
pai
nt
of
app
rov
ed q
ual
ity
in
clu
din
g p
rep
arat
ion
of
surf
ace
m2
198.0
026
9.25
233.
75
40
.8
(
41)
PL
UM
BE
R
-
-
41.2
Fu
rnis
hin
g,
lay
ing
& jo
inti
ng
110
mm
dia
. P
VC
pip
es i
ncl
ud
ing
tre
nch
ing
& b
ack
fill
wit
h n
eces
sary
ben
ds
etc.
m1,1
46.0
01,
558.
00
1,
352.
00
41.2
41.3
Fu
rnis
hin
g &
in
stal
lin
g c
eram
ic l
ow
lev
al s
uit
co
mp
lete
wit
h c
eram
ic c
iste
rn,
lid
, co
ntr
ol
val
ve,
sy
ph
on
, p
last
ic
seat
& c
ov
er,
trap
, sy
ph
on
lev
er e
tc.
wit
h n
eces
sary
co
nn
ecti
on
s to
sew
age
& w
ater
su
pp
ly s
yst
ems.
each
16,9
30.0
023
,024
.00
19,9
77.0
0
41
.3
41.4
Fu
rnis
hin
g &
in
stal
lin
g c
eram
ic s
qu
atti
ng
pan
(st
and
erd
siz
e) c
om
ple
te w
ith
cas
t ir
on
cis
tern
, li
d,
con
tro
l v
alv
e,
syp
ho
n,
trap
, d
ow
n p
ipe,
fo
ot
rest
s, s
yp
ho
n l
ever
& c
hai
n e
tc.
wit
h n
eces
sary
co
nn
ecti
on
s to
sew
age
& w
ater
su
pp
ly s
yst
em.
each
6,4
17.0
08,
727.
00
7,
572.
00
41.4
- 32
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
41.4
A
Fu
rnis
hin
g &
in
stal
lin
g c
eram
ic s
qu
atti
ng
pan
wit
h t
rap
, fo
ot
rest
s &
nec
essa
ry c
on
nec
tio
n t
o s
ewag
e sy
stem
, ex
clu
din
g c
iste
rn.
each
3,7
30.0
05,
072.
00
4,
401.
00
41.4
A
41.5
Fu
rnis
hin
ig &
in
stal
lin
g 1
000x
500m
m s
/s
kit
chen
sin
k c
om
ple
te w
ith
str
ain
er,
flu
shin
g p
lug
, P
VC
was
te w
ater
p
ipe
etc
each
4,6
03.0
06,
260.
00
5,
431.
00
41.5
41.6
Fu
rnis
hin
g &
in
stal
lin
g 5
50x
380m
m c
eram
ic w
ash
bas
in
was
te w
ater
pip
e &
wit
h n
eces
sary
co
nn
ecti
on
to
wat
er
sup
ply
sy
stem
.ea
ch4,9
47.0
06,
727.
00
5,
837.
00
41.6
41.7
Fu
rnis
hin
g &
in
stal
lin
g
20m
m d
ia.
PV
C p
ipe
lin
e fo
r in
tern
al w
ater
ser
vic
e in
clu
din
g a
ll n
eces
sary
ben
ds,
so
cket
s,
tees
etc
.m
81.7
511
1.00
96.4
5
41.7
41.8
As
in R
ate
No
. 41
.7,
bu
t fo
r 25
mm
dia
. P
VC
pip
e li
ne.
m194.7
526
4.75
229.
75
41
.8
41.9
As
in R
ate
No
. 41
.7,
bu
t fo
r 32
mm
dia
. P
VC
pip
e li
ne.
m470.2
563
9.50
554.
50
41
.9
41.1
0A
s in
Rat
e N
o.
41.7
, b
ut
for
40m
m d
ia.
PV
C p
ipe
lin
e.m
560.0
076
1.50
661.
00
41
.10
41.1
1A
s in
Rat
e N
o.
41.7
, b
ut
for
50m
m d
ia.
PV
C p
ipe
lin
e.m
822.5
01,
118.
00
97
0.50
41.1
1
41.1
2F
urn
ish
ing
& i
nst
alli
ng
20
mm
PV
C s
ho
wer
ro
se a
nd
1/
2" b
rass
co
ntr
ol
val
ve
wit
h n
eces
sary
val
ve
& F
auce
t so
cket
s et
c.
each
757.0
01,
029.
00
89
3.50
41.1
2
41.1
3F
urn
ish
ing
& i
nst
alli
ng
20
mm
b
rass
bib
cock
wit
h n
eces
sary
Fau
cet
sock
ets.
each
796.5
01,
083.
00
93
9.50
41.1
3
41.1
4F
urn
ish
ing
& i
nst
alli
ng
25
mm
b
rass
sto
p v
alv
e w
ith
nec
essa
ry s
ock
ets.
ea
ch
1,2
30.0
01,
672.
00
1,
451.
00
41.1
4
41.1
5F
urn
ish
ing
& i
nst
alli
ng
32
mm
b
rass
sto
p v
alv
e w
ith
nec
essa
ry s
ock
ets.
ea
ch
1,7
81.0
02,
422.
00
2,
102.
00
41.1
5
41.1
6F
urn
ish
ing
& i
nst
alli
ng
40
mm
bra
ss g
ate
val
ve
wit
h n
eces
sary
so
cket
s.
each
3,6
06.0
04,
904.
00
4,
255.
00
41.1
6
41.1
7F
urn
ish
ing
& i
nst
alli
ng
5
0mm
bra
ss g
ate
val
ve
wit
h n
eces
sary
so
cket
s.
each
4,8
27.0
06,
564.
00
5,
696.
00
41.1
7
41.1
8F
urn
ish
ing
& i
nst
alli
ng
20
mm
b
rass
sto
p v
alv
e w
ith
nec
essa
ry s
ock
ets.
ea
ch
934.0
01,
270.
00
1,
102.
00
41.1
8
41.1
9F
urn
ish
ing
& i
nst
alli
ng
25
mm
bra
ss b
ibco
ck w
ith
nec
essa
ry s
ock
ets.
ea
ch
1,4
69.0
01,
997.
00
1,
733.
00
41.1
9
41.2
0F
urn
ish
ing
& i
nst
alli
ng
cer
amic
Uri
nal
pan
wit
h l
ead
-aw
ay p
ipe.
ea
ch
4,0
36.0
05,
488.
00
4,
763.
00
41.2
0
41.2
1F
urn
ish
ing
& i
nst
alli
ng
cer
amic
so
ap h
old
er.
ea
ch
676.0
091
9.00
797.
50
41
.21
41.2
2F
urn
ish
ing
& i
nst
alli
ng
200
x10
0mm
hal
f ro
un
d c
eram
ic T
oo
th B
rush
Ho
lder
.
each
957.5
01,
302.
00
1,
129.
00
41.2
2
41.2
3F
urn
ish
ing
& i
nst
alli
ng
Ch
rom
ium
pla
ted
To
wel
Rai
l w
ith
cer
amic
Bra
cket
s.
each
1,7
70.0
02,
407.
00
2,
088.
00
41.2
3
41.2
4F
urn
ish
ing
& i
nst
alli
ng
500
x40
0mm
(R
ecta
ng
ula
r o
r o
val
sh
ape)
Bat
hro
om
Mir
ror
wit
h 5
mm
th
ick
400
x38
0mm
p
late
gla
ss s
hel
f fi
xed
to
wal
l w
ith
T
ray
Ho
lder
s.
each
2,2
32.0
03,
035.
00
2,
633.
00
41.2
4
- 33
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
41.2
5F
urn
ish
ing
& i
nst
alli
ng
150
x15
0mm
cer
amic
To
ilet
Pap
er H
old
er.
ea
ch
1,7
70.0
02,
407.
00
2,
088.
00
41.2
5
41.2
6 F
urn
ish
ing
& i
nst
alli
ng
100
x10
0mm
cer
amic
Ro
be
Ho
ok
.
each
1,8
32.0
02,
491.
00
2,
162.
00
41.2
6
41.2
7P
rov
idin
g W
aste
wat
er C
atch
pit
wit
h 1
50x
150m
m P
VC
Gra
tin
g a
nd
PV
C L
ead
-aw
ay p
ipe.
ea
ch
1,1
97.0
01,
627.
00
1,
413.
00
41.2
7
41.2
8P
rov
idin
g S
egm
enta
l o
pen
ch
ann
el (
75m
m w
ide)
on
co
ncr
ete
or
bri
ck p
aved
flo
or.
m163.7
522
2.50
193.
50
41
.28
41.2
9P
rov
idin
g 1
00m
m d
ia.
PV
C G
ull
ey w
ith
"P
" o
r "S
" tr
ap a
nd
150
x15
0mm
PV
C G
rati
ng
.
each
2,1
48.0
02,
921.
00
2,
534.
00
41.2
9
41.3
0F
urn
ish
ing
an
d i
nst
alli
ng
50m
m d
ia.
PV
C V
ent
pip
e, f
ixed
to
wal
l w
ith
bra
cket
s.m
628.0
085
4.00
741.
50
41
.30
41.3
1A
s in
Rat
e N
o.
41.3
0 b
ut
for
100m
m d
ia.
PV
C V
ent
pip
e.m
1,0
72.0
01,
457.
00
1,
265.
00
41.3
1
41.3
2F
urn
ish
ing
an
d i
nst
alli
ng
50m
m d
ia.
PV
C V
ent
pip
e, f
ixed
to
wal
l w
ith
bra
cket
s.m
791.0
01,
075.
00
93
3.50
41.3
2
41.3
3F
urn
ish
ing
an
d i
nst
alli
ng
100
mm
dia
. (T
yp
e 40
0) P
VC
Ven
t p
ipe,
fix
ed t
o w
all
wit
h b
rack
ets.
m1,0
87.0
01,
478.
00
1,
283.
00
41.3
3
41.3
4F
urn
ish
ing
an
d i
nst
alli
ng
Co
per
Wir
e D
om
e fo
r V
ent
pip
e.
each
353.7
548
1.00
417.
25
41
.34
41.3
5C
on
stru
ctio
n o
f 75
0x75
0x90
0mm
Man
Ho
le (
inte
rnal
dim
ensi
on
s) i
n B
rick
wo
rk w
ith
2"
thic
k R
CC
co
ver
sla
b.
ea
ch
12,4
74.0
016
,964
.00
14,7
19.0
0
41
.35
(
42)
EL
EC
TR
ICIA
N
42.1
Pro
vid
ing
Bat
ten
Lam
p w
ith
co
nce
aled
/se
mi-
con
ceal
ed W
irin
g,
con
nec
tio
ns
to m
ain
cir
cuit
, S
wit
ch,
Ho
lder
, S
had
e &
Bu
lb a
nd
co
mp
lete
in
all
res
pec
t.
ea
ch
3,3
68.0
04,
580.
00
3,
974.
00
42.1
42.2
As
in R
ate
No
. 42
.1 b
ut
for
Pen
den
t L
amp
.
each
3,5
09.0
04,
772.
00
4,
141.
00
42.2
42.3
Pro
vid
ing
5 A
. S
wit
ched
So
cket
ou
tlet
wit
h c
on
ceal
ed/
sem
i-co
nce
aled
Wir
ing
, co
nn
ecti
on
s to
th
e m
ain
cir
cuit
&
Ear
th l
eak
age
syst
em,
com
ple
te i
n a
ll r
esp
ect.
ea
ch
4,6
58.0
06,
334.
00
5,
497.
00
42.3
42.4
Pro
vid
ing
co
nce
aled
/se
mi-
con
ceal
ed t
yp
e W
irin
g w
ith
co
nn
ecti
on
s to
th
e m
ain
cir
cuit
, fo
r C
eili
ng
Fan
&
Reg
ula
tor,
in
clu
din
g s
usp
ensi
on
ho
ok
, ro
un
d b
lock
s, s
wit
ch e
tc.
(Su
pp
lyin
g a
nd
fix
ing
of
Cei
lin
g F
an &
Reg
ula
tor
no
t in
clu
ded
).
ea
ch
3,6
68.0
04,
988.
00
4,
328.
00
42.4
42.5
Pro
vid
ing
1m
lo
ng
E
arth
ele
ctro
de
(Co
pp
er)
wit
h n
eces
sary
Wir
ing
an
d C
on
nec
tio
n t
o E
arth
Lea
kag
e C
ircu
it
Bre
aker
.
each
3,2
33.0
04,
396.
00
3,
814.
00
42.5
42.6
AS
up
ply
ing
& i
nst
alli
ng
sin
gle
ph
ase
2 w
ay D
-Pan
el w
ith
nec
essa
ry c
on
nec
tio
ns
to m
ain
& b
ran
ch c
ircu
its.
ea
ch
1,7
88.0
02,
431.
00
2,
110.
00
42.6
A
42.6
BA
s in
Rat
e N
o.
42.6
A b
ut
for
4 w
ay d
istr
ibu
tio
n P
anel
.
each
2,2
46.0
03,
054.
00
2,
650.
00
42.6
B
42.6
CA
s in
Rat
e N
o.
42.6
A b
ut
for
6 w
ay d
istr
ibu
tio
n P
anel
.
each
2,7
97.0
03,
803.
00
3,
301.
00
42.6
C
- 34
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 0
1 Ja
nu
ary 2
01
2
BU
ILD
ING
W
OR
KS
Cla
ss-A
Cl-
B &
C
Basi
c U
nit
Rate
(Rs.
)U
nit
Rate
No.
Desc
rip
tio
n o
f W
ork
Un
it R
ate
(R
s.)
Rate
No
.
42.6
DA
s in
Rat
e N
o.
42.6
A b
ut
for
8 w
ay d
istr
ibu
tio
n P
anel
.
each
3,1
61.0
04,
298.
00
3,
730.
00
42.6
D
42.6
EA
s in
Rat
e N
o.
42.6
A b
ut
for
10 w
ay d
istr
ibu
tio
n P
anel
.
each
4,0
99.0
05,
574.
00
4,
836.
00
42.6
E
42.6
FA
s in
Rat
e N
o.
42.6
A b
ut
for
12 w
ay d
istr
ibu
tio
n P
anel
.
each
4,5
56.0
06,
196.
00
5,
376.
00
42.6
F
42.7
AS
up
ply
ing
& i
nst
alli
ng
40
A S
ing
le p
has
e Is
ola
tor
wit
h n
eces
sary
co
nn
ecti
on
s to
mai
n c
ircu
it
each
1,9
39.0
02,
637.
00
2,
289.
00
42.7
A
42.7
BA
s in
Rat
e N
o.4
2.7A
bu
t fo
r 63
A.
Iso
lato
r.
each
1,7
89.0
02,
433.
00
2,
111.
00
42.7
B
42.8
AS
up
ply
ing
& i
nst
alli
ng
40
A.
Sin
gle
Ph
ase
Ear
th L
eak
age
Cir
cuit
Bre
aker
w
ith
nec
essa
ry c
on
nec
tio
ns
to m
ain
ci
rcu
it &
Ear
th E
lect
rod
e et
c.
ea
ch
3,7
25.0
05,
066.
00
4,
396.
00
42.8
A
42.8
B
As
in R
ate
No
. 42
.8A
bu
t fo
r 63
A E
arth
Lea
kag
e C
ircu
it B
reak
er.
ea
ch
3,9
26.0
05,
339.
00
4,
633.
00
42.8
B
42.9
Fu
rnis
hin
g 7
/04
4 E
lect
ric
Cab
les,
75m
m d
ia.
G.I
. p
ipe
for
inte
rmed
iate
po
st,
G.I
bra
cket
s w
ith
in
sula
tors
&
oth
er
nec
essa
ry m
ater
ials
an
d p
rov
idin
g S
erv
ice
con
nec
tio
n f
rom
mai
n s
up
ply
.m
479.7
565
2.00
566.
00
42
.9
42.1
0P
rov
idin
g B
rack
et L
amp
wit
h c
on
ceal
ed o
r se
mi
con
ceal
ed t
yp
e W
irin
g,
con
nec
tio
n t
o t
he
mai
n c
ircu
it,
swit
ch,
ho
lder
, sh
ade,
Bu
lb e
tc.
and
co
mp
lete
in
all
res
pec
t.
ea
ch
3,4
84.0
04,
738.
00
4,
111.
00
42.1
0
42.1
1A
s in
Rat
e N
o.
42.1
0 b
ut
for
Cei
lin
g L
amp
wit
h r
ou
nd
or
squ
are
typ
e P
last
ic c
ov
er.
ea
ch
3,7
75.0
05,
134.
00
4,
455.
00
42.1
1
42.1
2A
s in
Rat
e N
o.
42.1
0 b
ut
for
20 W
, 2
ft l
on
g D
ayli
gh
t ty
pe
Flu
ore
scen
t la
mp
.
each
4,1
23.0
05,
607.
00
4,
865.
00
42.1
2
42.1
3A
s in
Rat
e N
o.
42.1
0 b
ut
for
40 W
, 4
ft l
on
g D
ayli
gh
t ty
pe
Flu
oer
esce
nt
lam
p.
ea
ch
4,7
05.0
06,
398.
00
5,
552.
00
42.1
3
42.1
4P
rov
idin
g 1
5 A
Sw
itch
ed S
ock
et O
utl
et w
ith
co
nea
led
or
sem
i-co
nce
aled
ty
pe
wir
ing
(u
sin
g 7
/03
6 ca
ble
s) a
nd
co
nn
ecti
on
s to
mai
n c
ircu
it &
Ear
th L
eak
age
syst
em c
om
ple
te i
n a
ll r
esp
ect.
ea
ch
8,7
51.0
011
,901
.00
10,3
26.0
0
42
.14
42.1
5S
up
ply
ing
an
d i
nst
alli
ng
56"
Sw
eep
Cei
lin
g F
an &
Reg
ula
tor
(ex
clu
din
g w
irin
g).
ea
ch
5,8
38.0
07,
939.
00
6,
889.
00
42.1
5
42.1
6F
urn
ish
ing
an
d i
nst
alli
ng
Ele
ctri
c B
ell
& B
ell
Pu
sh,
wit
h n
eces
sary
wir
ing
(co
nce
aled
or
sem
i-co
nce
aled
ty
pe)
an
d
con
nec
tio
n t
o m
ain
cir
cuit
.ea
ch4,1
40.0
05,
630.
00
4,
885.
00
42.1
6
42.1
7F
urn
ish
ing
an
d i
nst
alli
ng
Str
eet
Lam
p c
om
ple
te w
ith
125
W M
ercu
ry V
apo
ur
Bu
lb,
Lam
p B
alla
st,
40/
0076
co
nn
ecti
ng
cab
les
and
20m
m d
ia.
G.I
. p
ipe
fix
ed t
o l
amp
po
st w
ith
G.I
. b
rack
ets
ea
ch
2,8
53.0
03,
880.
00
3,
366.
00
42.1
7
42.1
8P
rov
idin
g 1
3 A
Sq
uar
e p
in S
ock
et O
utl
et w
ith
co
nea
led
or
sem
i-co
nce
aled
ty
pe
wir
ing
(u
sin
g 7
/02
9 ca
ble
s) a
nd
co
nn
ecti
on
s to
mai
n c
ircu
it &
Ear
th L
eak
age
syst
em c
om
ple
te i
n a
ll r
esp
ect.
ea
ch
7,5
59.0
010
,280
.00
8,92
0.00
42
.18
2.
U
nit
Ra
tes
for
Co
nst
ruct
ion
Wo
rks-
Au
gest
200
1 :
Min
istr
y o
f M
ah
aw
eli
Dev
elo
pm
ent.
Ref
eren
ces:
1.
Da
ta f
or
Co
stin
g -
1980
: R
ate
s su
b C
om
mit
tee
ap
po
inte
d b
y S
ecre
tary
, M
inis
try
of
Ma
ha
wel
i D
evel
op
men
t.
- 35
-
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 1
Jan
uar
y 2
01
2
Cla
ss-A
Cl-
B &
C
43S
up
ply
and
fix
Iro
ng
rill
wit
h20
x6
mm
flat
iro
no
ute
rfr
ame
and
ho
rizo
nta
lb
raci
ng
sat
300
mm
inte
rval
sco
mp
lete
wit
h12
x6
mm
flat
iro
nv
erti
cals
at75
mm
c/c
asin
stru
cted
incl
ud
ing
two
coat
so
f an
tico
rro
siv
e p
ain
t an
d e
nam
el p
ain
t.m
25,1
10.8
3
6,95
0.00
6,03
0.00
43
44S
up
ply
and
fix
Cer
amic
Sin
k,
24"x
15"x
7"co
mp
lete
wit
hm
on
oty
pe,
chro
miu
mp
late
dlo
ng
nec
kty
pe
sin
k t
ap
- (M
om
ali,
Hu
ai o
r eq
uiv
alen
t) -
in
clu
din
g a
ll n
eces
sary
fit
tin
gs.
No
.7,3
10.0
0
9,94
1.00
8,62
5.00
44
45S
up
ply
an
d f
ix A
ng
le v
alv
e (M
om
ali,
Hu
ai o
r eq
uiv
alen
t)N
o.
1,2
62.5
0
1,71
7.00
1,48
9.00
45
46S
up
ply
an
d f
ix C
hro
miu
m p
late
d f
lex
ible
cab
le (
Mo
mal
i, H
uai
or
equ
ival
ent)
, le
ng
th 1
2" o
r 18
".N
o.
755.0
0
1,
026.
00
89
0.50
46
47M
anh
ole
wit
hin
tern
ald
imen
sio
n45
0x45
0x60
0mm
dee
p,
150m
mth
ick
1:3:
6(40
mm
)co
ncr
ete
fou
nd
atio
n,
225m
mth
ick
bri
ckw
ork
in1:
5ct
.sa
nd
,12
mm
thic
kce
men
tsa
nd
ren
der
ing
in1:
2w
ith
form
ing
can
nel
s an
d 7
5mm
th
ick
R
.C.C
. sl
ab a
s p
er D
raw
ing
s
No
.7,8
33.3
3
10,6
53.0
0
9,24
3.00
47
48S
up
ply
and
inst
all
65x
65x
6m
man
gle
iro
n,
serv
ice
bra
cket
,D
bra
cket
and
Insu
lato
rw
ith
nec
essa
ryn
uts
and
bo
lts
for
mai
nw
ire
fix
edto
wal
lo
rro
of
fram
ein
clu
din
gtw
oco
ats
of
anti
corr
osi
ve
pai
nt
and
en
amel
pai
nt-
Sin
gle
Ph
ase
No
.2,9
36.6
7
3,99
3.00
3,46
5.00
48
49S
up
ply
and
fix
Alu
min
um
win
do
wF
ixed
typ
e,b
ead
ing
stic
kw
ith
sili
con
gu
mB
row
n/
Sil
ver
A
lum
inu
m m
emb
ers
co
mp
lete
to
th
e ac
cep
ted
En
gin
eeri
ng
sta
nd
ard
sm
26,5
10.0
0
8,85
3.00
7,68
1.00
49
50S
up
ply
and
fix
Alu
min
ium
win
do
wF
ixed
typ
e,b
ead
ing
stic
kw
ith
sili
con
gu
mP
ow
der
coat
edA
lum
inu
m m
emb
ers
co
mp
lete
to
th
e ac
cep
ted
En
gin
eeri
ng
sta
nd
ard
sm
26,2
14.1
7
8,45
1.00
7,33
2.00
50
51S
up
ply
and
fix
Alu
min
um
Cas
emen
tw
ind
ow
wit
h5m
mfl
oat
gla
ss,
rub
ber
bea
din
gst
ick
wit
hsi
lico
n g
um
Bro
wn
/S
ilv
er A
lum
inu
m m
emb
ers
com
ple
te t
o t
he
acce
pte
d E
ng
inee
rin
g s
tan
dar
ds
m2
9,6
20.8
3
13,0
84.0
0
11,3
52.0
0
51
52S
up
ply
and
fix
Alu
min
um
Cas
emen
tw
ind
ow
wit
h5m
mfl
oat
gla
ss,
rub
ber
bea
din
gst
ick
wit
hsi
lico
n g
um
Po
wd
er c
oat
ed A
lum
inu
m m
emb
ers
com
ple
te t
o t
he
acce
pte
d E
ng
inee
rin
g s
tan
dar
ds
m2
12,8
22.5
0
17
,438
.00
15
,130
.00
52
53S
up
ply
and
fix
Alu
min
um
Do
or
wit
h5m
mfl
oat
gla
sso
nto
pan
dP
VC
coat
ed5m
mp
lyw
oo
d
bo
ard
atb
ott
om
,ru
bb
erb
ead
ing
stic
kw
ith
sili
con
gu
mB
row
n/
Sil
ver
Alu
min
um
mem
ber
sw
ith
lock
, st
ain
less
ste
el h
ing
ers,
sta
inle
ss s
teel
do
or
han
dle
, d
oo
r cl
ose
r an
d
all
acce
sso
ries
.m
211,3
42.5
0
15
,425
.00
13
,384
.00
53
54S
up
ply
and
fix
Alu
min
um
Do
or
wit
h5m
mfl
oat
gla
sso
nto
pan
dP
VC
coat
ed5m
mp
lyw
oo
db
oar
dat
bo
tto
m,
rub
ber
bea
din
gst
ick
wit
hsi
lico
ng
um
Po
wd
erco
ated
Alu
min
um
mem
ber
sw
ith
lock
, st
ain
less
ste
el h
ing
ers,
sta
inle
ss s
teel
do
or
han
dle
, d
oo
r cl
ose
r an
d
all
acce
sso
ries
.m
215,5
84.1
7
21
,194
.00
18
,389
.00
54
Rate
No
.B
asi
c U
nit
Rate
(Rs.
)U
nit
Un
it R
ate
(R
s.)
Rate
No
.D
esc
rip
tio
n o
f W
ork
- 35 -
Engin
eer's
Unit
Rat
es -
Appli
cable
fro
m 1
Jan
uar
y 2
01
2
Cla
ss-A
Cl-
B &
CR
ate
No
.B
asi
c U
nit
Rate
(Rs.
)U
nit
Un
it R
ate
(R
s.)
Rate
No
.D
esc
rip
tio
n o
f W
ork
55S
up
ply
and
fix
Alu
min
um
Do
or
wit
h5m
mfl
oat
gla
sso
nto
pan
d0.
47m
mZ
n-A
lco
ver
edp
lyw
oo
db
oar
dat
bo
tto
m,
rub
ber
bea
din
gst
ick
wit
hsi
lico
ng
um
Po
wd
erco
ated
Alu
min
um
mem
ber
sw
ith
lock
, st
ain
less
ste
el h
ing
ers,
sta
inle
ss s
teel
do
or
han
dle
, d
oo
r cl
ose
r an
d
all
acce
sso
ries
.
m2
17,3
59.1
7
23
,608
.00
20
,483
.00
55
56S
up
ply
and
fix
2.1m
hei
gh
tA
lum
inu
mP
arti
tio
nu
sin
g76
x23
mm
sect
ion
sw
ith
5mm
flo
atg
lass
on
top
and
PV
Cco
ated
5mm
ply
wo
od
bo
ard
atb
ott
om
,ru
bb
erb
ead
ing
stic
kw
ith
sili
con
gu
mB
row
n/
Sil
ver
Alu
min
um
mem
ber
s c
om
ple
te
to t
he
acce
pte
d E
ng
inee
rin
g s
tan
dar
ds
m2
4,5
37.5
0
6,17
1.00
5,35
4.00
56
57S
up
ply
and
fix
Alu
min
um
Par
titi
on
usi
ng
76x
23m
mse
ctio
ns
wit
h5m
mfl
oat
gla
ssru
bb
erb
ead
ing
stic
kw
ith
sili
con
gu
mP
ow
der
coat
edA
lum
inu
mm
emb
ers
com
ple
teto
the
acce
pte
dE
ng
inee
rin
gst
and
ard
sm
27,3
97.5
0
10,0
60.0
0
8,72
9.00
57
Ref
eren
ces:
Un
it R
ate
s o
f P
rov
isio
na
l E
ngi
nee
rin
g D
epa
rtm
ent
- N
ort
h C
entr
al
Pro
vin
ce
- 36 -