MATERIAL & WORK ITEMS



Materials Rates

 

Sl. No

 

S.S.

Item No.

 

Description

 

Unit

 

SoR Rate for

2019-20

 

Remarks

1

2

3

4

6

7

 

 

(A) STONE AND ROAD MATERIALS

 

 

 

 

 

ROUGH STONE QUARRIED INCLUDING WEDGING,

BREAKING,BURNING, SPLITING

 

 

 

1

22.a

For R.R Masonary Work (other than Granite,

Dolomite and Trap

1 cum

152

 

2

b.I

For SS Revetment work 225 mm

1 cum

152

 

3

b.ii

For SS Revetment work 300 mm

1 cum

156

 

4

b.iii

For SS Revetment work450 mm

1 cum

129

 

5

c

Jeddy Stone above 450 mm to 600 mm

1 cum

179

 

6

d I.

Laterite for revetment 225 mm

1 cum

112

 

7

d II.

Laterite for revetment 300 mm

1 cum

131

 

8

d.iii

Granite for SS revetment 225 mm

1 cum

146

 

9

d.iv

Granite for SS revetment 300 mm

1 cum

148

 

 

 

Note:- Only when other than granite is not available

 

 

10

e

Laterite for masonry

1 cum

129

 

11

f

Cyclopean stones above 0.2 cum

1 cum

241

 

12

g

For R.R.Masonry works ( granite, dolamite and trap variety) including loading &

unloading

 

1 cum

 

239

 

13

 

NOTE:- For items 22(a) to 22©,22d.iii,22d.iv 22(f) and 22(g) addextra Rs                                            /cum, wherever quarrying is done byblasting

 

1 cum

 

67

 

 

 

COURSED RUBBLE STONE QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING FOR SS

FIRST SORT WORKS

 

 

 

14

23.a

Granite, dolamite and trap

1 cum

249

 

15

b

For other varieties

1 cum

179

 

16

27

Granite stone slabs for culverts, lintels and

copings (3 faces dressed coarsed rubble masonry)

 

1 cum

 

1642

 

17

 

NOTE: - For items 23(a), 23(b) and 27 add

extra Rs. Per Cum, wherever quarrying is done by blasting

 

1 cum

 

67

 

18

28

Bond stones ( 600 x 200 x 200 mm )

each

29

 

19

b

Chainage stones and Centre line stones

(750x150x150xmm)

each

35

 

 

29 (a)

Kilometers stones ( 1100 x 370 x 250 mm)

each

Based on detailed analysis as

 

 

b

5th Kilometers stones ( 1520 x 520 x 250 mm)

each

 

 

30 (a)

Hectometers stones ( 900 x 200 x 200 mm)

each

per MoRTH

Data

 

20

31

Demarcation Stones ( 900 x 150 x 150 mm)

each

67

 

21

32.a

Guard Stones ( 1200 x 200 x 200 mm )

each

97

 

22

b

Guide Stones ( 800 x 150 x150 mm )

each

67

 

23

c

Carving letters and figures in stone up to

100 mm size

each

8

 

24

d

Carving letters and figures in stone above

100 mm size

each

9

 

 

 

HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND

SPLITTING .

 

 

 

25

33.a

- do-    6mm     size(IS383,1970)

1 cum

505

 

26

b

- do-   10mm     size(IS383,1970)

1 cum

657

 

27

c

- do-    12mm     size(IS383,1970)

1 cum

781

 

28

d

- do-20mm       size(IS383,1970)

1 cum

870

 

29

e

- do-    25mm     size(IS383,1970)

1 cum

830

 

30

f

- do-    40mm     size(IS383,1970)

1 cum

505

 

31

g

- do-   50mm     size(IS383,19705)

1 cum

433

 

32

h

- do-    60mm     size(IS383,1970)

1 cum

398

 

33

I

- do-   65mm     size(IS383,1970)

1 cum

360

 

34

j

- do-    75mm     size(IS383,1970)

1 cum

289

 

35

k

- do - 75 to 100mm size (IS383,1970)

1 cum

236

 

36

 

NOTE:- (1) AddextraRs.   /- per cum for items 33 (a) to 33 (k) if the metal isobtained

by blasting

 

 

 

37

 

(2) Add 25% extra per cum if the metal is obtained by machine crushing excluding

cost of blasting.

 

 

 

38

 

(3) Deduct Rs. /- per cum if the metal or rubble is obtained from surface stone and

boulders.

 

 

9.9

 

39

 

(4) Add Rs. /- per cum for selection of stones and boulders from excavated spoil dumps for items 33 a to 33 k, when this additionofRs.                          /- per Cum is allowed deductionofRs.                                   /- per Cum mentioned under Note (3) above should invariablybe

made.

 

 

 

 

17

 

 

 

SOFT BROKEN STONE SCREENED AND

FREE FROM DUST

 

 

 

40

33.l

- do-     40 mm size ( IS383,1970)

1 Cum

117

 

41

33.m

- do-     50 mm size ( IS383,1970)

1 Cum

105

 

42

33.n

- do-     60 mm size ( IS383,1970)

1 Cum

83

 

43

33.o

-do-      65 mm size ( IS383,1970)

1 Cum

74

 

44

33.p

- do-     75 mm size ( IS383,1970)

1 Cum

69

 

 

 

HARD BROKEN STONE OF GRANITE TRAP DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING (QUARTZITE AND BASALT WITH AGGREGATE IMPACT OF LESS THAN

20)

 

 

 

45

33a

-do- 2.36 mm to 5 mm size ( IRC, MORTH &

1 cum

485

 

 

b

-do- 5 mm to 7 mm size ( IRC, MORTH &

MORD)

1 cum

485

 

46

c

-do- 9.5 mm to 11.2 mm size ( IRC, MORTH

& MORD)

1 cum

620

 

47

d

-do- 12mm to 14 mm size ( IRC, MORTH &

MORD)

1 cum

700

 

48

e

-do- 19 mm to 22 mm size ( IRC,MORTH &

MORD )

1 cum

821

 

49

f

-do- 25 mm to 27 mm size ( IRC,MORTH

&MORD )

1 cum

790

 

50

g

-do- 40 mm to 45 mm size ( IRC , MORTH

&MORD)

1 cum

520

 

51

h

-do- 50 mm to 55 mm size ( IRC,MORTH &

MORD )

1 cum

440

 

52

i

-do- 60 mm to 63 mm size ( IRC, MORTH

&MORD)

1 cum

400

 

53

j

-do- 65 mm size ( IRC ,MORTH &MORD )

1 cum

360

 

54

k

-do- 75 mm size ( IRC,MORTH &MORD)

1 cum

290

 

55

1

NOTE:- Add extra Rs. /- per cum for items 33 (a) to 33 (j) if the metal is obtained by

blasting

 

1 cum

 

 

56

2

Add 25% extra per cum if the metal is obtained by machine crushing excluding

cost of blasting.

 

1 cum

 

 

57

3

Deduct Rs. /- per cum if the metal or

rubble is obtained from surface stones and boulders

 

1 cum

 

9.9

 

58

4

Add Rs. /- per cum for selection of stones and boulders from excavated soil dumps for items 33 (a) to 33 (k), when this addition of Rs. /- per cum allowed deduction of Rs. /- per cum mentioned under note (3) above should invariably be made

 

 

 

1 cum

 

 

 

17

 

 

 

HARD BROKEN STONE OTHER THAN GRANITE SUCH AS QUARTZ, QUARTZ- NAPA AND BASALT SCREENED AND

FREE FROM DUST

 

 

 

59

33.q

-do-      10 mm size(IS383,1970)

1 Cum

367

 

60

 

-do- 9.5 mm to 11.2 mm size ( IRC,MORTH

& MORD )

1 Cum

367

 

61

r

-do-      12 mm size(IS383,1970)

1 Cum

344

 

62

 

-do- 12mm to 14 mm size ( IRC , MORTH &

MORD )

1 Cum

344

 

63

s

-do-      20 mm size(IS383,1970)

1 Cum

278

 

64

 

-do- 19 mm to 22 mm size ( IRC,MORTH &

MORD )

1 Cum

278

 

65

t

-do-      25 mm size(IS383,1970)

1 Cum

273

 

66

u

-do-      40 mm size(IS383,1970)

1 Cum

162

 

67

 

-do- 40 mm to 45 mm size ( IRC , MORTH &

MORD)

1 Cum

162

 

68

v

-do-      50 mm size(IS383,1970)

1 Cum

143

 

69

 

-do- 50 mm to 55 mm size ( IRC,MORTH

&MORD)

1 Cum

143

 

70

33.w

-do-      65 mm size(IS383,1970)

1 Cum

135

 

71

 

-do- 60 mm to 65 mm size ( IRC, MORTH

&MORD)

1 Cum

135

 

72

x

-do-      75 mm size(IS383,1970)

1 Cum

111

 

73

 

-do-      75 mm size ( IRC ,MORTH&

MORD)

1 Cum

111

 

74

y

-do-      75 to 100 mm size(IS383,1970)

1 Cum

87

 

75

 

-do-      75 to 100 mm ( IRC, MORTH&

MORD)

1 Cum

87

 

 

 

OTHER ITEMS

 

 

 

76

33.z1

Laterite 40 to 75 mm ( ring)

1 Cum

96

 

77

z2

kankar, hard broken kankar 40 to 75 mm (

ring )

1 Cum

71

 

78

z3

Soling stone of 150 mm size of granite, trap and Dolamite varieties.

1 Cum

90

 

79

 

NOTE:- (1) Add extra for items to 33(z3) Rs

/- Per cum, wherever quarrying is done by blasting. (2) Wherever controlled blasting is resorted to the Chief Engineer concerned shall approve the observed data in support of SS item No. 22 a to 22 c , 22g, 23

 

 

 

1 Cum

 

 

 

67

 

80

z4

Soling stone of 150 mm size other than

granite variety

1 Cum

63

 

81

z5

Soling Stone laterite, Kankar 150mm, surface

stone

1 Cum

39

 

82

z6

Field pickedmetalunbroken   20 mmsize

1 Cum

52

 

83

z7

- do - 25 mm size

1 Cum

40

 

84

z8

- do - 40 mm size

1 Cum

46

 

85

z9

- do - 50 mm size

1 Cum

40

 

86

z10

- do - 60 mm size

1 Cum

34

 

87

z11

- do - 80 mm size

1 Cum

30

 

88

NOTE:- Add Rs. /- Per Cum for selection of stone and boulders from excavated spoildumpsfor items33(Q)TO33Z, whenthisadditionofRs.                                                                                                                                    /- Per cumis allowed deduction of Rs. /- per cum should invariably be made towards the metal or rubble if it is obtained from surface stone andboulders.

89

34

Gravel

1 Cum

98

 

90

35 a

Quarry rubbish

1 Cum

77

 

91

b

HBG Stone Chips 2.36mm and below

 

1 Cum

 

485

As per I&CAD

S.No 67of

Materials

 

NOTE:Add 25% extra per cum for item 91(b) if the metal is obtained by machine

crushing excluding cost of blasting

92

36.a

Sand for mortar, ceiling coat including washing screening etc.,

 

1 Cum

 

760

As per I&CAD

S.No 28of

Materials

93

36.b

Sand for Concrete

 

1 Cum

 

570

As per I&CAD

S.No 27of

Materials

94

36.c

Sand for filling and blindage

 

1 Cum

 

570

As per I&CAD

S.No 27of

Materials

95

37

Clay for puddle and masonry Items 38 (a) to

39 (h) As per local prevailing rates based on

1 Cum

33

do

 

 

(C) LIME AND CEMENT

 

 

 

96

40to

41(c)

 

 

 

 

97

42

Cement

Metric

Tonne

 

 

 

NOTE: (1) The rate is material at site ( No conveyance charges to be allowed) 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may allowed 4) The price of cement will be reviewed and fixed on monthly basis as per G.O.Ms.No.94 T,R&B Dept Dt16-4-2008 and rates will be communicated  separately.

98

42.a

Labour for mixing cement mortar

1 Cum

Based on detailed analysis as per MoRTH Data

 

99

b

Mixing of cement mortar by machine

1 Cum

 

100

c

Grinding lime mortar or Surkhi mortar

1 Cum

 

101

d

Shell lime slaked and screened

1 Cum

89

 

102

e

White cement

1 Kg.

893

 

 

 

(D) MORTARS

 

 

 

103

43 to

45

Items 43 to 45

 

 

 

 

 

(E) METAL AND IRON WORKS

 

 

 

104

 

Mild steel rods 6mm dia.

One

Metric Tonne

 

 

 

 

Monthly Rates will be     communica ted by Govt.

 

105

 

Mild steel flats

One

Metric Tonne

 

106

 

Mild Steel, Structural Steel, I.e., Angles,

Channels and I sections.

One

Metric Tonne

 

107

 

High Yield Strength Deformed Bars

One

Metric Tonne

 

108

 

Mild Steel Plates

One

Metric Tonne

 

 

NOTE: (1) The rate are inclusive of sales tax. 2) As per the rates applicable to the

District. 3) Least of the (1) and (2 ) above may allowed 4) The prices of steel will be reviewed and fixed on monthly basis as per G.O.Ms.No.94 T,R&B Dept, Dt 16-4- 2008 and rates will be communicated separately.

 

 

III RATES OF WORKS

 

 

 

 

 

(A) CLEARING SITE

 

 

 

109

1.a

Clearing heavy Jungle

1 Sqm

Based on detailed analysis as per MoRTH Data

 

110

b

Clearing light Jungle

1 Sqm

 

111

c

Clearing Scrub Jungle

1 Sqm

 

112

d

Clearing Juliflora (Prosafis) jungle including

up-rooting and removing of Juliflora stumps.

 

1 Sqm

 

3.5

 

113

2.a.I

Cutting and removing Palmyrah trees

including stacking of girth 30 to 100 cm.

Each

18

 

114

ii

- do - 100 to 200 cm.

Each

42

 

115

2.b.I

Uprooting and removing Palmyrah stumps

including stacking of girth 30 to 100 cm.

Each

44

 

116

ii

- do - 100 to 200 cm.

Each

46

 

117

2.c.I

Cutting and removing date trees including

stacking of girth 30 to 100 cm

Each

23

 

118

ii

- do - 100 to 200 cm

Each

33

 

119

d.I

Uprooting and removing stumps of date trees including stacking of girth 30 to 100

cm.

 

Each

 

23

 

120

ii

- do - 100 to 200 cm

Each

29

 

121

e I

Cutting and removing other kind of trees

including stacking of girth 30 to 100 cm

Each

29

 

122

ii

- do - 100 to 200 cm

Each

44

 

123

iii

- do - above 200 cm

Each

71

 

124

f.I

Uprooting and removing stumps of other

kindoftreesincludingstackingofgirth30to 100 cm.

 

Each

 

23

 

125

ii

- do - 100 to 200 cm

Each

31

 

126

iii

- do - above 200 cm

Each

39

 

127

3.a

Uprooting and clearing prickly pear jungle

1 Sq.m

2

 

128

b

- do - under 2.5 meters height including

burning and burying as directed.

1 Sq.m

2.9

 

129

c

- do - over 2.5 meters height including burning and burying with an initial lead of

conveyance

 

1 Sq.m

 

3.3

 

130

4.a

Removing of natchu, goobi, thooti etc., from drains, channels including clearance if not more than 1 metre depth of water with an initial lead of 10 metres and lift of 2 metres.

 

 

1 Sq.m

 

 

1.8

 

131

b.I

Clearing alchi, tilla

1 Sq.m

3.6

 

132

b.ii

Removal of Jammu

1 Sq.m

3.1

 

133

c.I

Removal of imponea, cornea

1 Sq.m

3.4

 

134

c.ii

Removal of water hyacinth up to 30 cm

thick.

1 Sq.m

3.5

 

135

c.iii

- do - more than 30 cm thick

1 Sq.m

4.8

 

136

d

Removal of natchu, goobi, thooti etc., for every extra lead or lift over the initial lead or

lift.

 

1 Sq.m

 

1.3

 

 

 

(B) DISMANTLING

 

 

 

 

5

DISMANTLING, CLEARING AWAY

MATERIALS USEFUL FOR REUSE.

 

 

 

137

n.(i)

Dry rough stone revetment for aprons and

stacking within 40 metres

1 cum

59

 

 

 

(C) QUARRYING AND BLASTING

 

 

 

138

6

Blasting and removing hard granite measured in solid

 

1 cum

Based on

detailed analysis as per MoRTH Data

 

 

7

Drilling holes in hard granite or sheet rock

 

 

 

 

a)

Manually ( Hand)

 

 

 

139

I)

20 mm dia meter

1 RM

118

 

140

ii)

25 mm dia meter

1 RM

124

 

141

iii)

36 mm dia meter

1 RM

143

 

 

b)

Pneumatic Compressor

 

 

 

142

I)

20 mm dia meter

1 RM

133

 

143

ii)

25 mm dia meter

1 RM

144

 

144

iii)

36 mm dia meter

1 RM

157

 

 

8

Grouting the holes with neat cement slurry

excluding cost of steel

 

 

 

145

I)

20 mm dia meter

1 RM

84

 

146

ii)

25 mm dia meter

1 RM

105

 

147

iii)

36 mm dia meter

1 RM

131

 

 

 

(D) EARTH WORK

 

 

 

148

 

NOTE:- 1. Standard Specification No.20-A requires breaking clods, ramming and sectioning of spoil bank etc.,

149

 

2. Standard Specification No.20-B does not require that three items of work detailed above, but does require neat banking in

accordance with the standard specification.

 

 

 

150

 

3. A separate rate for these three items of work will not be necessary where the earth work is executed under the standard

specification No. 20-A.

 

 

 

151a

 

Allowances for Excavation and Forming

Embankment:

 

 

 

 

 

(I) Top soilremoval-      up to5%

 

 

 

 

 

(ii)Consolidation allowance to Proctor'sDensity-  10%

 

 

 

(iii)Shrinkage Allowance - 2 to 2.5%

 

 

 

 

 

(iv)Wastage-            1%

 

 

 

 

 

(v)Allowance for removal ofboulders-               Nil

 

 

151b

 

Conveyance by Lorries not applicable to

head leads

 

 

 

 

 

(vi)Clay                25%

 

 

 

 

 

loamy, Red Earth, Gravel, Homogeneous

soils-                    18%

 

 

 

 

 

(vii) Allowance for compaction and

Shrinkage-          12 to 12.5%

 

 

 

 

 

EARTH WORK EXCAVATION AND DEPOSITING ON BANK WITH AN INITIAL LEAD OF 10 METRES AND AN INITIAL LIFT OF 2 METRES IN CASE OF

HEAD LEAD ONLY.

 

 

 

152

8.a

Sand or loose soils wet sand not under water, silt in canals, channels and drains SS

20-A.

 

1 cum

 

 

153

b

- do-        20-B

1 cum

 

 

 

 

 

 

 

 

Based on detailed analysis as per MoRTH

Data

 

154

9.a

LoamyandClayeysoilslikeblackcottonsoil

1 cum

 

155

b

-do-        20-B

1 cum

 

156

10.b

Slushy soil and silt clearance up to 0.60metre

1 cum

 

157

11.b

Clayey Soil in wet and slushy condition

1 cum

 

158

12.a

HardGravellySoils          SS20-A

1 cum

 

159

b

- do-       SS20-B

1 cum

 

160

13.a

Mixtureofgravelandsoftdisintegratedrock like shales ordinary gravel, stoney earth and earth mixed with fair sizedboulders

SS 20-A

 

1 cum

 

161

b

- do-     20-B

1 cum

 

162

14

Soft disintegrated rock ( removable by pick

axes and crow bars)

1 cum

 

163

15

Stone matrix

1 cum

 

164

16

Hard disintegrated rock or soft rock or conglomerate rock etc., removable by pick

axes and crow bars

 

1 cum

 

165

17

Hard disintegrated rock or soft rock or conglomerate rock and Hard lime kankar

requiring partial blasting.

 

1 cum

 

166

18.a.I

Fissuredandfracturedrockandbouldersup to 3 cum in size requiring blastingincluding

stacking

 

1 cum

 

 

167

a.ii

- do - Stacking is not done

1 cum

 

Based on detailed analysis as per MoRTH

Data

 

168

18.b.I

Excavation of Nandyal Slabs more than 3

cum in size requiring blasting including

1 cum

 

169

b.ii

- do - Stacking is not done

1 cum

 

170

19.a.I

Hard rock and boulders more than 3 cum in size requiring blasting including stacking

 

1 cum

 

171

a.ii

- do - Stacking is not done

1 cum

Based on detailed analysis as per MoRTH

Data

 

 

a.iii

Hard rock and boulders more than 3 cum in size wherever quarrying is done by

controlled blasting.

 

1 cum

 

 

a.iv

- do - Stacking is not done

1 cum

 

172

19.b

Benching, chiseling, wedging and boring in

rock in foundation grade levelling.

1 cum

 

 

 

FORALLSOILS,SOFTDISINTEGRATED ROCK AND STONE MATRIX (ITEMN0s

8-b to 15 ABOVE )

 

 

 

173

20.a.I

Extra for every additional 10 metres lead or

part there of over the initial lead for the first

1 cum

 

 

 

Based on detailed analysis as per MoRTH

Data

 

174

ii

-do- from 4 th extra lead to 6 th extra lead

1 cum

 

175

iii

-do- from 7 th extra lead to 9 th extra lead

1 cum

 

 

 

FOR HARD DISINTEGRATED ROCK

(ITEM 16 TO 17 ABOVE )

 

 

176

20bi

(Extra for every additional 10 metres lead or part there of) over the initial lead for the

first 3 extra leads

 

1 cum

 

177

ii

Extra for every additional 10 mtrs. Lead or part there of from 4 th extra lead to 6 th

extra lead

 

1 cum

 

178

iii

-do- from 7 th extra lead to 9 th extra lead

1 cum

 

 

 

FOR FISSURED AND FRACTURED HARD ROCK AND BOULDERS ETC.,

(ITEM 18 & 19 a ABOVE)

 

 

 

179

20.c.I

(Extra for every additional 10 metres lead or

part there of) over the initial lead for the

1 cum

Basedon

detailed analysis as per MoRTH

 

180

ii

Extra for every additional 10 mtrs. Lead or

part there of from 4 th extra lead to 6 th

1 cum

 

181

iii

-do- from 7 th extra lead to 9 th extra lead

1 cum

 

 

 

FOR ALL SOILS, SOFTDISINTEGRATED

ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE )

 

 

 

182

21.a.I

Extra for every additional 1 metre lift or part

there of over the initial lift for the first 3

1 cum

Basedon

detailed analysis as per MoRTH

 

183

ii

Extra for every additional 1 mtrs. lift or part

there of from 4 th extra lift to 6 th extra lift

1 cum

 

184

iii

-do- from 7 th extra lift and above

1 cum

 

 

 

FOR HARD DISINTEGRATED ROCK

(ITEM 16 & 17 ABOVE )

 

-

 

185

21.b. I

Extra for every additional 1 metres Lift or

part there of over the initial lift for first 3

1 cum

Basedon

detailed analysis as per MoRTH

Data

 

186

ii

Extra for every additional 1 mtrs. lift or part

there of from 4 th extra lift to 6 th extra lift

1 cum

 

187

21.b.iii

-do- from 7 th extra lift and above

1 cum

 

 

 

FOR FISSURED AND FRACTURED, HARD ROCK AND BOULDERS

ETC.,(ITEM 18 TO 19 a ABOVE ).

 

 

-

 

188

21.c.I

Extra for every additional lift of 1 metre or

part there of over the initial lift for the first 3

1 cum

 

 

 

 

 

 

 

 

 

 

Based on detailed analysis as per MoRTH

Data

 

189

ii

Extra for every additional lift of 1metre or

part there of over from 4th extra lift to 6 th

1 cum

 

190

iii

-do- from 7 th extra lift and above

1 cum

 

 

 

Note: The lift charges mentioned in SS item Nos 21a,21 b, and 21c under (D) Earth work

are applicable to delifts also.

 

 

191

22.a

Add to relevant SS 20-A rates for new tank bunds, closing breaches, road formation and embankments for extra watering and

consolidation by stone roller up to 1 tonne.

 

1 cum

 

192

b

- do - with stone roller 2 tonnes or cattle

treading

1 cum

 

193

b(I)

Add to relevant SS 20-A rates for new tank bunds, closing breaches, road formation and embankments for extra watering and consolidation by pneumatic tampers at 90%

proctor's density.

 

 

1 cum

 

194

c

Add to relevant SS 20-A rates for new tank bunds, closing breaches, road formation and embankments for extra watering and consolidation of proctor's density with 8 to 10 tonne power roller including watering and conveyance of water for initial lead of

1/2 Kilometer.

 

 

 

1 cum

 

195

 

Note: The element of Hire charges is Rs

51.76 per 10 cum corresponding to the hire charges of 8 to 10 Tonne power roller fixed at Rs. 2200 /- per day of 8 hours. The rate shall be increased when the element of hire charges increases for item No. 22 c above, if

 

 

 

 

 

 

 

 

 

 

Based on detailed analysis as per MoRTH

Data

 

196

22.d

Extra for every additional 1/2 km lead for water over the initial lead of 1/2 Km for

consolidation of banks .

 

1 cum

 

197

23.a

Benching old embankment slopes 0.45 x 0.45

metres.

1 RM

 

198

23.b

Puddle wall work

1 cum

 

199

24

Turfing slopes including watering for 3 months with initial lead for conveyance of

water and grass for 1 hectometer.

 

1 Sq.m

 

200

25

Refilling with the excavated sand complying with the standard specifications for filling

foundations

 

1 cum

 

 

201

26.a

Refilling with the excavated soils ( other than sand) complying with the standard

specifications for filling foundations.

 

1 cum

 

202

b

Trimming of slopes of embankments and

depositing the soils on the top of the bank.

1 cum

 

203

c

Ploughing

1 Sq.m

 

 

 

(E) CONCRETE AND (G) STONE

MASONRY

 

 

 

203

 

SSI NOS 31a to 39 and SSI Nos. 60 to 87

 

 

 

 

Based on detailed analysis as per MoRTH

Data

 

 

 

Note:

 

 

204

 

1. Add for vibrating concrete

1 cum

 

205

 

2. Add for machine mixing of concrete.

1 cum

 

206

 

3.Add where the power is available for

operating the mixer, the rate is,

1 cum

 

207

a I

White washing and colour banding for guard and guide stones including cost of

materials

 

each

 

208

b I

Screening sand and gravel

1 cum

 

209

b 2

Screening chips and metal

1 cum

 

210

c 1

Removing and refixing Hectometer or

Demarcation stones

each

 

 

 

CENTERING CHARGES

 

 

 

211

L 1

Centering charges for culvert slabs and other structures of 3 mts. span and above

 

1 cum

Based on detailed analysis as per MoRTH

Data

 

212

L 2

Centeringchargesforbedblocksandculvert slabs and other structures of less than 3mts.

span.

 

1 cum

 

 

 

CENTERING CHARGES FOR MINOR

AND MAJOR BRIDGE WORKS

 

 

 

213

L3

For mass concrete piers, abutments and

steining well curbs, well caps etc.,

1 cum

 

 

 

Based on detailed analysis as per MoRTH

Data

 

214

L 4

For RCC piers, abutments, wing wall,

steining, well curbs, well caps etc.,

1 cum

 

215

 

NOTE:- The rates under L3 and L 4 are applicable to Roads and Buildings and

Irrigation structures up to 2 metres width

 

 

216

L 5

For RCC deck slabs

1 cum

 

217

L 6

For RCC beams

1 cum

 

218

L 7

For RCC hand rails

1 cum

 

219

L 8

For CC pavements, wearing coats,approach, slabs, guide stone, J. M. stoneetc.,

 

1 cum

 

 

 

n

Laying and fixing RCC Hume pipes in position including lifting, aligning etc., complete with (fixing ) collars for the following diametres of pipes but excluding

 

 

-

 

220

n 1

250 mm diameter

1 Rm

 

Based on detailed analysis as per MoRTH

Data

 

221

n 2

300 mm diameter

1 Rm

 

222

n 3

450 mm diameter

1 Rm

 

223

n 4

600 mm diameter

1 Rm

 

224

n 5

750 mm diameter

1 Rm

 

225

n 6

800 mm diameter

1 Rm

 

226

n 7

1000 mm diameter

1 Rm

 

227

n 8

1220 mm diameter

1 Rm

 

228

 

Note:- For NP3 class 50% extra over the

rates of NP2. Class may be allowed.

 

 

 

 

(S ) ROAD WORK ITEMS

 

 

 

 

 

PICKING OLD METALLED SURFACE TO DEPTH OF 40 TO 100 mm SPREADING OLD METAL AND NEW METAL SECTIONING INCLUDING EDGEBUNDS AND SUBGRADE ROLLING, SPREADING METAL INCLUDING BLINDAGE OFGRAVEL WATERING WITH AN INITIAL LEAD OF 2 HECTOMETERS AND HAND ROLLER ( 1.5 TO 2 TONNES) ROLLING ETC., INCLUDING BARRICADING,DIVERSION OF TRAFFIC AND WETTING THE NEW CONSOLIDATION FOR AFORTNIGHT

COMPLETE.

 

 

 

 

 

( For a compact thickness )

 

 

 

 

1 (I )

HARD METAL

 

 

 

229

a

40 mm thickness

10 sqm

Based on detailed analysis as per MoRTH Data

 

230

b

50 mm thickness

10 sqm

 

231

c

75 mm thickness

10 sqm

 

232

d

100 mm thickness

10 sqm

 

 

1 (ii )

For compact thickness of soft metal

 

 

 

233

a

50 mm thickness

10 sqm

Based on detailed analysis as per MoRTH

Data

 

234

b

75 mm thickness

10 sqm

 

235

c

100 mm thickness

10 sqm

 

236

2

Picking 5 to 100 mm old metalled surface

10 sqm

 

237

3

Picking gravelled surface 25 mm deep and

levelling and sectioning

10 sqm

 

238

4

Picking the existing B.T. surface and

10 sqm

 

239

5

Picking old metalled surface to a depth of 40 to 100 mm and spreading metal including watering with an initial lead of 2 Hectometers and rolling with powerrollers watering and spreading gravel forblindage and power roller rolling including hire charges of power roller rolling including hire charges of power roller ( 8 to 10 T) barricading and diversion of traffic and wetting the new consolidation for a fortnight ( for compacted thickness of)

 

 

 

 

 

HARD METAL

 

 

 

240

5 (a)

40 mm thickness

10 sqm

Based on detailed analysis as

 

241

(b)

50 mm thickness

10 sqm

 

242

(c )

75 mm thickness

10 sqm

per

MoRTH

Data

 

243

(d )

100 mm thickness

10 sqm

 

244

(e)

150 mm thick excluding hire charges

10 sqm

 

 

 

Spreading gravel watering with aninitial lead of 2 hectometers and power roller (8 to 10 T ) rolling excluding hire charges of power roller and barricading etc., ( fora

compact thickness of )

 

 

 

245

6a

50 mm thickness

10 sqm

-

 

246

b

75 mm thickness

10 sqm

-

 

247

c

100 mm thickness

10 sqm

-

 

248

d

150 mm thickness

10 sqm

-

 

249

7a

Blinding the road surface 6 mm thick with gravel or sand available at site after remaining loose stones including watering.

 

10 sqm

 

-

 

250

b

-do- without watering

10 sqm

-

 

251

8a

Blinding the road surface 6 mm thick with gravel or sand dug from road siteincluding

watering.

 

10 sqm

 

-

 

252

b

-do- without watering

10 sqm

-

 

253

 

Spreading gravel sand including watering

and roller rolling ( for compacted thickness of )

 

 

-

 

254

9a

-do- 6mm to 20 mm thick

1 cum

-

 

255

b

-do- from 20 to 25 mm thick

1 cum

-

 

256

c

-do- from 25 to 40 mm thick

1 cum

-

 

257

d

-do- from 40 to 50 mm thick

1 cum

-

 

258

10

Picking 50 to 100 mm Old metalled surface, spreading metal and blindage watering

tamping for patch repairs ( labour only )

 

10 sqm

 

-

 

259

11

Picking old metalled surface 50 to 100 mm

deep spreading gravel watering and tamping ( labour only )

 

10 sqm

 

-

 

260

12

Levelling ruts and tamping gravelled roads

10 sqm

-

 

261

13

Levelling ruts and tamping metalled roads

10 sqm

-

 

262

14

Spreading gravel or sand includingwatering

and rolling with hand roller irrespective of thickness in layer

 

10 cum

 

-

 

263

15(I)

Carrying for water for WBM consolidation

metal and blindage of 40 to 150 mm thickness for every one hectometer beyond initial lead of 2 hectometers beyond initial lead of 2 hectometers

 

10 sqm

 

 

-

 

 

(ii)

Rate towards the cost of water to be consumed for Cement Concrete Roads(including curing) under Greater Hyderabad Municipal Corporation limits only, subject to issue of certificate by the concerned Executive Engineer in charge of the work that water required for the work is

to be purchased from other source.

 

 

 

1 sqm

 

 

 

-

 

264

 

Gelatin(For MORTH data,for works of state

& national high ways only)

Per Kg

Rate as per

local

 

265

 

Electric Detonators(For MORTH data,for

works of state & national high ways only)

each

 

 

266

 

Hot applied thermoplastic compound(For MORTH data, for works of state & national

high ways only)

Per Litre

 

 

267

 

Reflectionising glass beads of 2 mm thick(For MORTH data, for works of state &

national high ways only)

 

Per Kg

 

 

268

 

RoadmarkingpaintconfirmingtoIS164(For MORTH data, for works of state &national

high ways only)

 

Per Kg

 

 

 

 

BAILING OUT WATER CHARGES FOR CD & CM WORKS (WHEREVER

REQUIRED)

 

 

-

 

267

I 14

For earth work excavation for foundations

below low water level

1 cum

Based on detailed analysis as per MoRTH

Data

 

268

I 15

For cement concrete for foundation below low water level

1cum

 

269

n

Labour charges for laying filters with coarse aggregate.

1 cum

 

270

o

Labour charges for laying filter with sand.

1 cum

 

 

 

 

 

 

 

271

 

Jute Rope

Mtr

8.3

 

272

 

De bonding Strips

Mtr

10

 

273

 

Selent

Ltr

66

 

274

 

Ply sheet 125 micron

1 Sqm

17

 

275

 

Rural water

1 kl

73

 

276

 

Urban water

1 kl

98

 

*****