Annual Rate 2026-27 Repairs to Various Road in Morbi and Halvad Sub Division in Morbi District Under Juridician of Panchayat R&B Division-Morbi

Name of Work :- Annual Rate 2026-27 Repairs to Various Road in Morbi and Halvad Sub Division in Morbi

District Under Juridician of Panchayat R&B Division-Morbi

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and Quanti Rate In

Sr No.. Unit Amount

No.. reference to book of Specification) ty Figures

Supplying and Stacking Unscreened Sand And Gravel 1.00 Cu.m 188.53

1 1A on Site Including Loading etc(A)On Quarry

Supplying and Stacking Unscreened Sand And Gravel 1.00 Cu.m 270.33

2 1B on Site Including Loading etc (B) 0 to 5 Km. Lead

Supplying and Stacking Unscreened Sand And Gravel 1.00 Cu.m 307.88

3 1C on Site Including Loading etc(C) 5 to 10 Km. Lead

Supplying and Stacking Unscreened Sand And Gravel 1.00 Cu.m 336.73

4 1D on Site Including Loading etc (D) 10 to 15 Km. Lead

Supplying and Stacking Unscreened Sand And Gravel 1.00 Cu.m 390.93

5 1E on Site Including Loading etc (E) 15 to 25 Km. Lead

Supplying and Stacking Unscreened Sand And Gravel 1.00 Cu.m 538.08

6 1F on Site Including Loading etc (F) 25 to 50 Km. Lead

Supplying and Stacking Clean Course Sharp Sand on 1.00 Cu.m 267.83

Site Including Loading etc. (A)On Quarry

Supplying and Stacking Clean Course Sharp Sand on 1.00 Cu.m 349.63

8 2B Site Including Loading etc. (B) 0 to 5 Km. Lead

Supplying and Stacking Clean Course Sharp Sand on 1.00 Cu.m 387.18

9 2C Site Including Loading etc. (C) 5 to 10 Km. Lead

Supplying and Stacking Clean Course Sharp Sand on 1.00 Cu.m 416.03

10 2D Site Including Loading etc. (D) 10 to 15 Km. Lead

Supplying and Stacking Clean Course Sharp Sand on 1.00 Cu.m 470.23

11 2E Site Including Loading etc. (E) 15 to 25 Km. Lead

Supplying and Stacking Clean Course Sharp Sand on 1.00 Cu.m 617.38

12 2F Site Including Loading etc. (F) 25 to 50 Km. Lead

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 125.69

Loading etc. (A)On Quarry

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 163.75

Loading etc. (B) 0 to 1 Km. Lead

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 175.18

Loading etc. (C) 1 to 2 Km. Lead

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 186.40

Loading etc. (D) 2 to 3 Km. Lead

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 197.15

Loading etc. (E) 3 to 4 Km. Lead

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 207.49

Loading etc. (F) 4 to 5 Km. Lead

Supplying and Stacking Soft Murrum On Site Including 1.00 Cu.m 245.04

Loading etc. (F) 5 to 10 Km. Lead

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 143.64

Loading etc. (A)On Quarry

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 181.70

Loading etc. (B) 0 to 1 Km. Lead

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 193.13

Loading etc. (C) 1 to 2 Km. Lead

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 204.35

Loading etc. (D) 2 to 3 Km. Lead

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 215.10

Loading etc. (E) 3 to 4 Km. Lead

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 225.44

Loading etc. (F) 4 to 5 Km. Lead

Supplying and Stacking Hard Murrum On Site Including 1.00 Cu.m 262.99

Loading etc. (F) 5 to 10 Km. Lead

Supplying and Stacking Quarry Spall on Site Including 1.00 Cu.m 125.69

Loading etc.(A)On Quarry

Supplying and Stacking Quarry Spall on Site Including 1.00 Cu.m 207.49

Loading etc. (B) 0 to 5 Km. Lead

Supplying and Stacking Quarry Spall on Site Including 1.00 Cu.m 245.04

Loading etc.(C) 5 to 10 Km. Lead

Supplying and Stacking Quarry Spall on Site Including 1.00 Cu.m 273.89

Loading etc. (D) 10 to 15 Km. Lead

Supplying and Stacking Quarry Spall on Site Including 1.00 Cu.m 328.09

Loading etc. (E) 15 to 25 Km. Lead

Supplying and Stacking black Stone on Site Including 1.00 Cu.m 221.45

Loading etc.(A)On Quarry

Supplying and Stacking black Stone on Site Including 1.00 Cu.m 338.30

Loading etc. (B) 0 to 5 Km. Lead

Supplying and Stacking black Stone on Site Including 1.00 Cu.m 391.90

Loading etc.(C) 5 to 10 Km. Lead

Supplying and Stacking black Stone on Site Including 1.00 Cu.m 433.20

Loading etc. (D) 10 to 15 Km. Lead

Supplying and Stacking black Stone on Site Including 1.00 Cu.m 510.50

Loading etc. (E) 15 to 25 Km. Lead

Supplying and Stacking black Stone on Site Including 1.00 Cu.m 720.80

Loading etc. (E) 25 to 50 Km. Lead

Earthwork for Embankment including breaking clods. 1.00 Cu.m 108.16

Dressing with all Lead and Lift (excluding watering &

38 7A consolidation)(A) From Borrow Area Within land width

Earthwork for Embankment including breaking clods. 1.00 Cu.m 153.34

Dressing with all Lead and Lift (excluding watering &

39 7B consolidation)(B) From Borrow Area Within 0.5 Km.

Earthwork for Embankment including breaking clods. 1.00 Cu.m 156.35

Dressing with all Lead and Lift (excluding watering &

40 7C consolidation)(C) From Borrow Area Within 1.0 KM.

Earthwork for Embankment including breaking clods. 1.00 Cu.m 162.07

Dressing with all Lead and Lift (excluding watering &

41 7D consolidation)(D) From Borrow Area Within 2.0 KM Lead

Earthwork for Embankment including breaking clods. 1.00 Cu.m 167.60

Dressing with all Lead and Lift (excluding watering &

42 7E consolidation)(E) From Borrow Area Within 3.0 K.M.

Rolling of Earthwork In Layers with Power rollar 1.00 Cu.m 13.29

43 8 including filing in depressions which occur during the

44 9 Watering of earth work as directed. 1.00 Cu.m 9.44

Earthwork in cutting in All sorts of soil and soft murrum 1.00 Cu.m 133.14

including conveying and spreding the stuff,

45 10 embankment as and where directed within 200 meters

from the end of the cutting with all required lead and lift.

Earthwork in cutting Including preparing the slope and 1.00 Cu.m 257.99

camber and staking or Utilising the cutting stuff in bank

46 11A as directed upto 200 meters from the end of the cutting

with all lead and lift.(i)Hard Murrum

Earthwork in cutting Including preparing the slope and 1.00 Cu.m 274.52

camber and staking or Utilising the cutting stuff in bank

47 11B as directed upto 200 meters from the end of the cutting

with all lead and lift.(ii)Shoft Rock Not Requiring

Earthwork in cutting Including preparing the slope and 1.00 Cu.m 578.81

camber and staking or Utilising the cutting stuff in bank

48 11C as directed upto 200 meters from the end of the cutting

with all lead and lift.(iii)Hard Rock

Rolling and consolidation using vibratory road roller 8-10 1.00 Cu.m 32.76

tonne Capacity (inci, watering) (A) Earthwork (layer not

49 12 exceeding 200mm thickness)

Rolling and consoliantion using vibratory road roller 8-10 1.00 Cu.m 31.20

50 13 tonne Capacity (B) Granual Sub Base (Layer not

exceeding 150 mm thicknese)

Box cutting the road surface to proper slope and camber 1.00 Cu.m 108.16

for making a base for road work including removing the

51 14 excavated stuff and depositing on available waste land

by road as directed up to 2 km lead.

Clearing and grubbing road land including uprooting 1.00 Hectare 83421.77

rank vegetation, grass bushes, shrubs, saplings and

trees girth up to 300mm removal of stumps of trees cut

earlier and disposal of unserviceable materials and

stacking of serviceable materials to be used of

52 15A ouctioned upto a Lead of 1000mt. Including removal and

disposal of top organic soil not exceding 150mm in

thickness.(A) By Manual meane in area of light jungle.

Clearing and grubbing road land including uprooting 1.00 Hectare 28173.36

rank vegetation, grass bushes, shrubs, saplings and

trees girth up to 300mm removal of stumps of trees cut

earlier and disposal of unserviceable materials and

stacking of serviceable materials to be used of

53 15B ouctioned upto a Lead of 1000mt. Including removal and

disposal of top organic soil not exceding 150mm in

thickness.(B) By Mechanical means in area of light

Painting and lettering with enamel paint 3-coats etc 1.00 Each 203.26

54 16 complete. (i) Ordinary K.M. Stone for NH, SH & MDR

Painting and lettering with enamel paint 3-coats etc 1.00 Each 156.80

55 17 complete. (ii) Ordinary K.M. Stone for ODR & VR

Paintig and lettering with enamel paint 3- coats etc 1.00 Each 52.27

complete. (IV) Hectometer stone.

Painting and lettering with enamel paint 3-coats etc 1.00 Each 464.60

complete. (VI) Vilage name board.

Painting and lettering with enamel paint 3-coats etc 1.00 Each 464.60

complete. (V) Road sign board.

providing white washing to guard stone/ indicator stone 1.00 Sqm. 12.57

59 21 as directed etc. complete Including labour and materials

providing white washing to kerbing of CD works as 1.00 Sqm. 12.57

60 22 directed etc. complete Including cost of labour ane

providing white washing to inner Side of CD works 1.00 Sqm. 12.57

61 23 Parapet as directed etc. complete Including Cost of

labour and materials

providing and fixing ordinary Kilometer stone of 1.00 Each 697.36

Approved hard Stone as per I.R.C. type desing including

62 24 paintig and lettring etc.complete (For O.D.R road, V.R.)

(Fixing in C.C. 1:4:8)

providing and fixing Hectometer as per I.R.C. type 1.00 No 114.93

63 25A desing including Painting lattering etc complete.(i) Fixing

providing and fixing Hectometer as per I.R.C. type 1.00 No 352.97

64 25B desing including Painting lattering etc complete.(ii)

Fixing in C.C. 1:5:10

providing and fixing guard stone as per I.R.C. type 1.00 No 102.53

65 26 desing including white washing etc.complete(i) Fixing In

Cleaning the road side by removing the trees which is 1.00 No 420.00

falled down on Road side during the cyclane or

66 27 monsoon Rain fall with all Labour etc complete (up to

Cleaning the Road side by removing the trees Which is 1.00 No 1200.00

falled down on Road side during the cyclane or

67 28 monsoon Rain fall with all Labour etc complete (above

Providing and Fixing Flood gauage marks of C angle 1.00 No 1211.58

size 100mmX 50mm X 6mm think of Length 2.00 mt

68 29 height fixed in head wall 0.50mt and 1.50 mt out side

with painting and lettering with radium colour as

Cautionary Warning Sing:- 1.00 No 3770.95

Providing and fixing sing board made out of 2mm

aluminilum sheet; size 90 x 90 x 90 cms. Equilateral

triangle as per design of IRC-67- 1977, Pre treated with

Phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint reflectorised with retro reflectivesheeting as per

latest M.O.S.T. Specifications; 3.1 m long stand postand

frame fabricated from suitable sizeiron angle of

35x35x3mm,75x75x6mm as required painted with best

quality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per

theinstruction of engineer in charge.the fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg. including excavation. curing etc. complete

under the supervision of engineer in charge (A)

Engineer Grade...

Excavation for foundation upto 1.5M. Depth including 1.00 Cu.m 196.80

sorting out and staking of useful materials and disposing

70 31A off the excavated stuff upto 50 meter lead.(A) Loose or

Excavation for foundation upto 1.5M. Depth including 1.00 Cu.m 251.37

sorting out and staking of useful materials and disposing

71 31B off the excavated stuff upto 50 meter lead.(B) Dense or

Excavation for foundation upto 1.5M. Depth including 1.00 Cu.m 428.33

sorting out and staking of useful materials and disposing

72 31C off the excavated stuff upto 50 meter lead.(C) Hard

Excavation for foundation upto 1.5M. Depth including 1.00 Cu.m 443.21

sorting out and staking of useful materials and disposing

73 31D off the excavated stuff upto 50 meter lead.(D) soft cock

not requiring blasting

Excavation for foundation upto 1.5M. Depth including 1.00 Cu.m 917.84

sorting out and staking of useful materials and disposing

74 31E off the excavated stuff upto 50 meter lead.(E) Hard rock

Providing and laying cement concrete 1:4:8 (1- cement:4- 1.00 Cu.m 2742.27

coarse sand: 8- hard broken stone aggregate 40mm

75 32 nominal size) and curing complete excluding cost of

Formwork in (A) foundation and plinth (More then

Providing and filling in foundation with ordinary Cement 1.00 Cu.m 3312.46

concrete M-100 mix and providing necessary vertical pin

76 33 headers includuding formwork, vibrating, ramming and

curing complete (More than 10.00ton)

providing and costing in situ ordinary cement concrete 1.00 Cu.m 3590.83

M-100 mix and providing necessary vertical pin headers

including shuttering, scaffoldicing, laying,Vibrating,curing

77 34A and finishing complete without V-Groves. (More tnan

10.00MT)(A) Height from 0.0 M. to 5.0 M.

providing and costing in situ ordinary cement concrete 1.00 Cu.m 4060.98

M-100 mix and providing necessary vertical pin headers

including shuttering, scaffoldicing, laying,Vibrating,curing

78 34B and finishing complete without V-Groves. (More tnan

10.00MT)(B) Height from 5.0 M. to 10.0 M.

providing and costing in situ ordinary cement concrete 1.00 Cu.m 4060.98

M-100 mix and providing necessary vertical pin headers

including shuttering, scaffoldicing, laying,Vibrating,curing

79 34C and finishing complete without V-Groves. (More tnan

10.00MT)(C) Height from 10.0 M. to 15.0 M

providing and casting in situ ordinary cament concrete 1.00 Cu.m 4295.70

M-200 for average 75 mm thick wearing coat laid as

80 35 directed including tamping, vibrating, finishing, curing

and filling in joints with bitumen complet (More than

providing and placing in position Mild steel bar 1.00 MT 56664.12

reinforcement as per I.S Standard including cutting

81 36 bending hooking and tying etc complete (Up to

Providing 15mm thick cement plaster in single coat on 1.00 Sqm 178.61

brick/ concrete wall for interior plastaring upto floor two

82 37 level finished even and smooth in Cement Mortar 1:3 (1-

Cement :3-sand)

Fixing a round the pipes with murrum including dressing, 1.00 Cu.m 135.56

tempering ect, comlete.

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 653.46

directed in line ane level including cement vata in C.M.

84 39(A) 1;2 including cost of pipe and cement.(A)RCC pipe NP-

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 655.25

directed in line ane level including cement vata in C.M.

85 39(A)a 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 300mm dia(i) 0 to 6 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 655.85

directed in line ane level including cement vata in C.M.

86 39(A)b 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 300mm dia(ii) 6 to 10 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 656.40

directed in line ane level including cement vata in C.M.

87 39(A)c 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 300mm dia(iii) 10 to 15 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 657.50

directed in line ane level including cement vata in C.M.

88 39(A)d 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 300mm dia(iv) 15 to 25 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 660.50

directed in line ane level including cement vata in C.M.

89 39(A)e 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 300mm dia(v) 25 to 50 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 668.40

directed in line ane level including cement vata in C.M.

90 39(A)f 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 300mm dia(vi) 50 to 100 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 1948.89

directed in line ane level including cement vata in C.M.

91 39(B) 1;2 including cost of pipe and cement.(A)RCC pipe NP-

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 1956.34

directed in line ane level including cement vata in C.M.

92 39(B)a 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 600mm dia(i) 0 to 6 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 1958.86

directed in line ane level including cement vata in C.M.

93 39(B)b 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 600mm dia(ii) 6 to 10 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 1961.31

directed in line ane level including cement vata in C.M.

94 39(B)c 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 600mm dia(iii) 10 to 15 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 1965.91

directed in line ane level including cement vata in C.M.

95 39(B)d 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 600mm dia(iv) 15 to 25 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 1978.21

directed in line ane level including cement vata in C.M.

96 39(B)e 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 600mm dia(v) 25 to 50 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 2009.86

directed in line ane level including cement vata in C.M.

97 39(B)f 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 600mm dia(vi) 50 to 100 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3434.91

directed in line ane level including cement vata in C.M.

98 39(C) 1;2 including cost of pipe and cement.(A)RCC pipe NP-

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3451.70

directed in line ane level including cement vata in C.M.

99 39(C)a 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 900mm dia(i) 0 to 6 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3457.38

directed in line ane level including cement vata in C.M.

100 39(C)b 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 900mm dia(ii) 6 to 10 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3462.78

directed in line ane level including cement vata in C.M.

101 39(C)c 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 900mm dia(iii) 10 to 15 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3473.08

directed in line ane level including cement vata in C.M.

102 39(C)d 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 900mm dia(iv) 15 to 25 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3501.13

directed in line ane level including cement vata in C.M.

103 39(C)e 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 900mm dia(v) 25 to 50 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 3571.88

directed in line ane level including cement vata in C.M.

104 39(C)f 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 900mm dia(vi) 50 to 100 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5504.96

directed in line ane level including cement vata in C.M.

105 39(D) 1;2 including cost of pipe and cement.(A)RCC pipe NP-

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5521.75

directed in line ane level including cement vata in C.M.

106 39(D)a 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 1200mm dia(i) 0 to 6 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5527.43

directed in line ane level including cement vata in C.M.

107 39(D)b 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 1200mm dia(ii) 6 to 10 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5532.83

directed in line ane level including cement vata in C.M.

108 39(D)c 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 1200mm dia(iii) 10 to 15 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5543.13

directed in line ane level including cement vata in C.M.

109 39(D)d 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 1200mm dia(iv) 15 to 25 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5571.18

directed in line ane level including cement vata in C.M.

110 39(D)e 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 1200mm dia(v) 25 to 50 km

Supplying and fixing RCC pipes NP3 on road site as 1.00 Rmt 5641.93

directed in line ane level including cement vata in C.M.

111 39(D)f 1;2 including cost of pipe and cement.(A)RCC pipe NP-

3, 1200mm dia(vi) 50 to 100 km

White Stone Bela mesonry block in course in 1.00 Cu.m 6415.53

superstructure with stone of approved quality in Cement

112 40 Mortar 1;6 (1- Cement 6- course sand) Including packing

the joints etc. complete.

Demolition and disposal of unserviceable materials with 1.00 Cu.m 535.82

all lead and lift(i) Lime concrete

Demolition and disposal of unserviceable materials with 1.00 Cu.m 616.85

114 41B all lead and lift(ii) Unreinforced cement concrete

Demolition including stacking of serviceable materials 1.00 Cu.m 1071.63

115 42 and disposal of unserviceable materials with all lead and

lift(i) R.C.C. work

Demolition of Brick work and stone masonry including 1.00 Cu.m 370.44

stacking of sarviceable materials and disposal of

116 43A unserviceable materials with all lead and llit.(i) in Lime

Demolition of Brick work and stone masonry including 1.00 Cu.m 557.32

stacking of sarviceable materials and disposal of

117 43B unserviceable materials with all lead and llit.(ii) In

Loading and unloading the debris and manure etc in 1.00 Trip 600.00

118 44 contractor's own tractor and disposing off the same as

Supplying of potable water in own tanker on road site or 1.00 Trip 750.00

119 45A hellpad site as directed(i) 3000 Ltrs. Capacity

Supplying of potable water in own tanker on road site or 1.00 Trip 1000.00

120 45B hellpad site as directed(ii) 4000 Ltrs. Capacity

Supplying of potable water in own tanker on road site or 1.00 Trip 1250.00

121 45C hellpad site as directed(iii) 5000 Ltrs. Capacity

Chhakda Riksnow (with diesel & Driver) (Min. 5Hr 1.00 Hours 300.00

122 46 Operation Required After 5 Hr Rate Given Multiply by

Tractor on hire charges with trallar, diesel, driver, 1.00 Hours 600.00

123 47 necessary Equipment. (Min. 5Hr Operation Required

After 5 Hr Rate Given Multiply by Hour)

Engaging tractor for side borma cutting and dressing as 1.00 Hours 600.00

directed including cost of driver diesel, necessary cutting

124 48 and dressing equipment ect. Complete as directed.

Providing loader mechine on hire charges with opreator, 1.00 Hours 800.00

diesel oil for loading/unloding work on site as directe.

125 49 (Min. 5 Hr Operation Required; After 5 Hr Rate Given

Multiply by 1 Hour)

Engaging the JCB for the different type of work an road 1.00 Hours 1000.00

side with machinerles, oil, fuel, driver etc, complete.

126 50 (Min. 5 Hr Operation Required; After 5 Hr Rate Given

Multiply by 1 Hour)

Provicing excavator on hire bases for excavation loading 1.00 Hours 1500.00

etc. type of work on road site operation diesel, oil (L&T

127 51 type capacity) as directed. (Min. 5 Hr Operation

Required; After 5 Hr Rate Given Multiply by 1 Hour)

Truck, Dumper (Witn diesel & driver) (Min. 5 Hr 1.00 Hours 800.00

128 52 Operation Required; After 5 Hr Rate Given Multiply by

Providing on hire bases Mechenical crain of 3.00 MT 1.00 Hours 1000.00

weight lifting capacity on stated road site including

necessary fuel. Oll gresse and driver/ operator for carry

129 53 out work as directed (including crane) (Min. 5 Hr

Operation Required; After 5 Hr Rate Given Multiply by

Providing heavy road roller (vibratory roller) of 5 to 10 1.00 Hours 2000.00

MT wt. with heavy licanse driver / operator for rolling

work of asphalt. Earth work metalling work with

130 54 nacessary fuel and as directed. (Min. 5 Hr Operation

Required; After 5 Hr Rate Given Multiply by 1 Hour)

Providing and laying in Position FE - 415 TMT bar 1.00 MT 64046.88

reinforcement including cutting, bending hooking and

131 55 tying complete as per detailed drawing for the following

(A) Piers (B) Abutments (C) Returns (D) Walls etc.

Providing Temporary all weather diversion suitable for 1.00 Rmt 674.00

traffic during the construction period of the

bridge/slabdrain Including Providing necessary drains

132 56 and all safety measures including red lamps/signals at

night for traffic etc,complete

Provinding and casting in situ ordinary cement concrete 1.00 Cu.m 3882.81

M-150 Mix and providing necessary pin headers

133 57 including Shuttering scaffolding laying vibrating, curing

and finishing complete Without V-Grooves For as

Provinding and casting in situ Controlled Cement 1.00 Cu.m 4794.92

134 58 concrete-M-20 mix for Kerb/Kerb blocks Including

fromwork, curing and finishing complete.

Providing parapet of ordinary cement concrete M-200 as 1.00 Rmt 1183.59

per detailed drawings with necessary reainforcement

135 59 including, shuttering, laying vibrating and finishing to line

and level complete.(ii) Cast in situ.

Providing and laying @ weep hole in aburtment and 1.00 Each 85.84

return by using A.C. pipe / PVC Pipe of 100mm. Incl

136 60 fixing in proper grade and jointing complete as per

Detailed specification.

Provicing and cast in situ controlled Cement Concrete 1.00 Cu.m 4147.12

M-200 Mix and providing pin headers including

137 61 shuttering scaffolding, laying,vibrating, curring and

finishing complete with V-grooves (A) all height.

Providing and Fixing post and pipe ralling as per detaiied 1.00 Rmt 1201.16

138 62 drawing including 3 Coats of painting to steel works

Granular Sub-base with Black trap crushed stone Well 1.00 Cu.m 1007.27

Graded Material (Table 400.1) By Mix In Place Method

Construction of Granular sub-base by providing Black

trap crushed stone well graded Material spreding in

uniform layers with motor grader an prepared Surface,

139 63 mixing by mix in place method with rotavator at OMC,

and completing with vibratory rollerto acheve the desired

density complete as per Technical Specification Cause

401, For Greding I Materals

Supplying and Stacking Crushed Aggregates 40 to 63 1.00 Cu.m 438.41

140 64A mm size on Quarry Site Including Loading etc. (A)On

Supplying and Stacking Crushed Aggregates 40 to 63 1.00 Cu.m 527.69

141 64B mm size on Quarry Site Including Loading etc. (B) 0 to

Supplying and Stacking Crushed Aggregates 40 to 63 1.00 Cu.m 568.84

142 64C mm size on Quarry Site Including Loading etc. (C) 5 to

Supplying and Stacking Crushed Aggregates 40 to 63 1.00 Cu.m 600.59

143 64D mm size on Quarry Site Including Loading etc. (D) 10 to

Supplying and Stacking Crushed Aggregates 40 to 63 1.00 Cu.m 660.29

144 64E mm size on Quarry Site Including Loading etc. (E) 15 to

Supplying and Stacking Crushed Aggregates 40 to 63 1.00 Cu.m 821.99

145 64F mm size on Quarry Site Including Loading etc. (F) 25 to

Supplying and Stacking Crushed Aggregates 10 to 12 1.00 Cu.m 472.50

146 65A mm size on Quarry Site Including Loading etc, (A)On

Supplying and Stacking Crushed Aggregates 10 to 12 1.00 Cu.m 552.85

147 65B mm size on Quarry Site Including Loading etc, (B) 0 to

Supplying and Stacking Crushed Aggregates 10 to 12 1.00 Cu.m 589.90

148 65C mm size on Quarry Site Including Loading etc, (C) 5 to

Supplying and Stacking Crushed Aggregates 10 to 12 1.00 Cu.m 618.45

149 65D mm size on Quarry Site Including Loading etc, (D) 10 to

Supplying and Stacking Crushed Aggregates 10 to 12 1.00 Cu.m 672.05

150 65E mm size on Quarry Site Including Loading etc. (E) 15 to

Supplying and Stacking Crushed Aggregates 10 to 12 1.00 Cu.m 817.90

151 65F mm size on Quarry Site Including Loading etc. (F) 25 to

Supplying and Stacking Crushed Aggregates 6mm Grit 1.00 Cu.m 285.00

152 66A On Quarry Site Including Loading etc.(A)On Quarry

Supplying and Stacking Crushed Aggregates 6mm Grit 1.00 Cu.m 365.35

153 66B On Quarry Site Including Loading etc. (B) 0 to 5 Km.

Supplying and Stacking Crushed Aggregates 6mm Grit 1.00 Cu.m 402.40

154 66C On Quarry Site Including Loading etc. (C) 5 to 10 Km.

Supplying and Stacking Crushed Aggregates 6mm Grit 1.00 Cu.m 430.95

155 66D On Quarry Site Including Loading etc. (D) 10 to 15 Km.

Supplying and Stacking Crushed Aggregates 6mm Grit 1.00 Cu.m 484.55

156 66E On Quarry Site Including Loading etc. (E) 15 to 25 Km.

Supplying and Stacking Crushed Aggregates 6mm Grit 1.00 Cu.m 630.40

157 66F On Quarry Site Including Loading etc. (F) 25 to 50 Km.

Supplying And Stacking of Stone dust on Road side 1.00 Cu.m 157.11

158 67A Including Filling The massure Boxes With All Lead &

Lift(A)On Quarry

Supplying And Stacking of Stone dust on Road side 1.00 Cu.m 237.46

159 67B Including Filling The massure Boxes With All Lead & Lift

(B) 0 to 5 Km. Lead

Supplying And Stacking of Stone dust on Road side 1.00 Cu.m 274.51

160 67C Including Filling The massure Boxes With All Lead & Lift

(C) 5 to 10 Km. Lead

Supplying And Stacking of Stone dust on Road side 1.00 Cu.m 303.06

161 67D Including Filling The massure Boxes With All Lead &

Lift(D) 10 to 15 Km. Lead

Supplying And Stacking of Stone dust on Road side 1.00 Cu.m 356.66

162 67E Including Filling The massure Boxes With All Lead & Lift

(E) 15 to 25 Km. Lead

Supplying And Stacking of Stone dust on Road side 1.00 Cu.m 502.51

163 67F Including Filling The massure Boxes With All Lead & Lift

(F) 25 to 50 Km. Lead

Spreading the stone aggregate for rolling and W.B.M. 1.00 Cu.m 259.64

Including filling the interstices to required camber and

164 68A gradient (excluding spreading of Blindage)(ii) 40mm to

63 mm Size aggregate

Spreading the stone aggregate for rolling and W.B.M. 1.00 Cu.m 259.64

Including filling the interstices to required camber and

165 68B gradient (excluding spreading of Blindage)(iv) Chipping

varying from 6mm to 25mm size

Spreading blindage or Road Crust filling the gaps in 1.00 Cu.m 153.31

166 69A metal and leveling to camber and gradient as directed.(i)

Murram / quarry spall/ stone dust

Spreading blindage or Road Crust filling the gaps in 1.00 Cu.m 153.31

167 69B metal and leveling to camber and gradient as

directed.(ii) Sand

Earthwork for Embankment including breaking 1.00 Cu.m 208.60

168 70 clods,dressing etc.complete with all lead and lift.

(Excluding watering & consolidation)

Rolling and Watering of earth work in layers with 1.00 Cu.m 22.96

169 71 vibratory roller including filling in depressions which

occur during the process as directed

Rolling and consoliantion using vibratory road roller 8-10 1.00 Cu.m 58.50

170 72 tonne Capacity (C) Water Bound Macadam (layer not

exceeding 100mm thickness)

Providing Labour(Mazdoor(Male)) whenever required as 1.00 No 510.05

171 73 directed & instructed by Engineer-in-Charge.

Providing and fixing pre-cast Rubble dye inter locking 1.00 Sqm 706.93

cocnrete block 60mm thick with grade cocrete M-300

pnumatic compressed by mechanically pressed and as

172 74 per approved design including 75 mm sand layer for

levelling and filling the joint with sand in proper line and

level etc. completed

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

* Estimated Amount 4,13,146.16 * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Note :- 1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

Note :- 2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note :- 3.GST and Income tax TDS will be deducted at a source while making payments of bills

Note :- 4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

where there is a change as per actual mix design the cost of difference of cement consumption have

been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor

Note:- Amount Rs.0 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division