3 - Factors - Bridge at Km 3-8 of Kolanalli RS Vallipuram Road Kuranganpallam Odai

7/30/2019 3 - Factors - Bridge at Km 3-8 of Kolanalli RS Vallipuram Road Kuranganpallam Odai

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FACTORS

NAME OF WORK: Construction of Bridge at Km 3/8 of Kolanalli RS Vallipuram road across Kuranganpallam Odai

Sl.No.

Description of items Quantity in MT Estimate rateper MT

Amount Total Project cost Factor

1 Cement 522.94 MT 4,900.00/MT 25,62,406.00 1,05,30,146.99 2562406/10530146.99 = 0.24

2 Steel 22.50 MT 39,600.00/MT 8,91,000.00 1,05,30,146.99 891000/10530146.99 = 0.08

3 Bitumen 7,75,584.64 1,05,30,146.99 775584.64/10530146.99 = 0.07

4 Materials 25,87,757.92 1,05,30,146.99 2587757.92/10530146.99 = 0.25

5 Labour 32,78,202.51 1,05,30,146.99 3278202.51/10530146.99 = 0.31

6 POL 0.05

Total 1.00


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Adequacy of Cement, Bitumen and Emulsion

Sl.No

Description of WorkProbableQuantity

Adquacy ofCement,Bitumen

and Emulsion

1 Vibrated Cement Concrete of grade M10 (Nominal mix) 1:3:6 using 40mm ISS HBG metal forleveling course under footings below sill level 25.50

Cubicmetre

194.40kgs/cum

4.96MT

2 Vibrated Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal forfootings of Abutment and wings below sill level 345.00

Cubicmetre

291.60kgs/cum

100.60MT

3 Vibrated Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal for fillingthe trenches not occupied by the structure in Abutment and wings below sill level 83.00

Cubicmetre

291.60

kgs/cum

24.20MT

4 Vibrated Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal for substructure of Abutment and wings above sill level 359.00

Cubicmetre

291.60kgs/cum

104.68MT

5 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using ISS HBG graded metal for

footings of Abutment, Piers and Return walls Below sill level dirt wall cum bed block over abutmentand bed block over piers11.00

Cubic

metre

432.00

kgs/cum

4.75

MT

6 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using ISS HBG graded metal forDeck slab 243.00

Cubicmetre

432.00kgs/cum

104.98MT

7 Vibrated reinforced cement concrete M15 (Nominal mix) using crusher ISS, HBG graded metal of40mm for BASE COURSE BELOW APPROACH SLAB and footpath ramp. 8.00

Cubicmetre

291.60kgs/cum

2.33MT

8 Vibrated reinforced cement concrete M30 (Design mix) using ISS HBG graded metal for approachslab 19.00

Cubicmetre

540.00kgs/cum

10.26MT

9 Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using IRC HBG graded metal forWearing coat of 75mm uniform thickness over Deck slab and approach slab 335.00

Squaremetre

0.0408kgs/sqm

0.01MT

10 Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using ISS HBG graded metal forCrash barriers over deck slab 76.00 Runningmetre143.10

kgs/cum 10.88MT11 Vibrated cement concrete M15 (Nominal mix) using crusher ISS, HBG graded metal of 40mm for

PCC Parapet over wings 8.00Cubicmetre

291.60

kgs/cum

2.33MT

12 Vibrated cement concrete M15 (Nominal mix) using 40mm size HBG ISS metal for footings of

Retaining wall 68.50Cubicmetre

291.60kgs/cum

19.97MT

13 Vibrated cement concrete M15 (Nominal mix) using 40mm size HBG ISS metal for stem of Retaining

wall 399.60Cubicmetre

291.60kgs/cum

116.52MT

14 Vibrated cement concrete M10 (Nominal mix) using 40mm size HBG ISS metal for culvert &Retaining wall 13.50

Cubicmetre

194.40

kgs/cum

2.62MT

15 Vibrated cement concrete M15 (Nominal mix) using 40mm size HBG ISS metal for Culvert &Retaining wall Body wall 47.50

Cubicmetre

291.60kgs/cum

13.85MT


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Sl. Description of Work Probable Adquacy of

522.94MT

1 Supply and fabrication of Steel Grade S.240 required for all RCC items of works22.50 Tonne

22.50MT

22.50MT

1 Providing and laying of prime coat using slow setting emulsion bitumen at the rate of 6 kg per 10sqmover the WMM surface 2,161.00

Squaremetre

0.60kgs/sqm

1.30MT

2 Providing and laying of tack coat using emulsion bitumen at the rate of 2.5kg per 10sqm over theWMM primed surface 2,161.00

Squaremetre

0.25kgs/sqm

0.54MT

1.84MT

1 Bituminous macadam of 50mm thickness 108.10 Cubicmetre 76.00kgs/cum 8.22MT2 Providing and laying 25 mm thick compacted Semi dense bituminous concrete

2,161.00Squaremetre

3.00kgs/sqm

6.48MT

14.70MT

Adequacy of ISS Metal & Sand

Sl.No

Description ofWork

ProbableQuantity

Adquacy of ISS MetalSand 0.45cum/cum

of concreteRequirement per Cum of

ConcreteTotal requirement

40mm 20mm 12mm 40mm 20mm 12mm

1 Vibrated Cement

Concrete of grade

M10 (Nominal mix)

1:3:6 using 40mm

ISS HBG metal for

leveling course under

footings below sill

level

25.50Cubicmetre

0.90Cum

22.95 Cum 11.48 Cum


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Sl.No

Description ofWork

ProbableQuantity

Adquacy of ISS Metal

Sand 0.45cum/cumof concrete

Requirement per Cum ofConcrete

Total requirement


2 Vibrated Cement

Concrete of grade

M15 (Nominal mix

1:2:4) using 40mm

ISS HBG metal for

footings of Abutment

and wings below sill

level

345.00Cubicmetre

0.90Cum

310.50Cum

155.25 Cum

3 Vibrated Cement

Concrete of grade

M15 (Nominal mix

1:2:4) using 40mm

ISS HBG metal for

filling the trenches

not occupied by the

structure in

Abutment and wings

below sill level

83.00Cubicmetre

0.90Cum

74.70 Cum 37.35 Cum

4 Vibrated Cement

Concrete of grade

M15 (Nominal mix

1:2:4) using 40mm

ISS HBG metal for

sub structure of

Abutment and wings

above sill level

359.00Cubicmetre

0.90Cum

323.10Cum

161.55 Cum

5 Vibrated Reinforced

Cement Concrete of

grade M25 (Design

mix) using ISS HBG

graded metal for

footings of

Abutment, Piers and

Return walls Below

sill level dirt wall

cum bed block over

abutment and bedblock over piers

11.00Cubicmetre

0.63Cum

0.27Cum

6.93 Cum2.97Cum

4.95 Cum


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Sl.No

Description ofWork

ProbableQuantity




Total requirement



Cement Concrete of

grade M25 (Design

mix) using ISS HBG

graded metal for

Deck slab

243.00Cubicmetre

0.63Cum

0.27Cum

153.09Cum

65.61Cum

109.35 Cum

7 Vibrated reinforced

cement concrete

M15 (Nominal mix)

using crusher ISS,

HBG graded metal

of 40mm for BASE

COURSE BELOW

APPROACH SLAB

and footpath ramp.

8.00Cubicmetre

0.90Cum

7.20 Cum 3.60 Cum

8 Vibrated reinforced

cement concrete

M30 (Design mix)

using ISS HBG

graded metal for

approach slab

19.00Cubicmetre

0.63Cum

0.27Cum

11.97Cum

5.13Cum

8.55 Cum


Cement Concrete of

grade M30 (Design

mix) using IRC HBG

graded metal for

Wearing coat of75mm uniform

thickness over Deck

slab and approach

slab

335.00

Squaremetre


Cement Concrete of

grade M40 (Design

mix) using ISS HBG

graded metal for

Crash barriers over

deck slab

76.00Runningmetre

0.16Cum

0.07Cum

11.83Cum

5.07Cum

34.20 Cum


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Sl.No

Description ofWork

ProbableQuantity




Total requirement


11 Vibrated cement

concrete M15

(Nominal mix) using

crusher ISS, HBG

graded metal of

40mm for PCC

Parapet over wings

8.00Cubicmetre

0.90Cum

7.20 Cum 3.60 Cum

12 Vibrated cement

concrete M15

(Nominal mix) using

40mm size HBG ISS

metal for footings of

Retaining wall

68.50Cubicmetre

0.90Cum

61.65 Cum 30.83 Cum

13 Vibrated cementconcrete M15

(Nominal mix) using

40mm size HBG ISS

metal for stem of

Retaining wall

399.60Cubicmetre

0.90Cum

359.64Cum

179.82 Cum

14 Vibrated cement

concrete M10

(Nominal mix) using

40mm size HBG ISS

metal for culvert &

Retaining wall

13.50Cubicmetre

0.90Cum

12.15 Cum 1.61 Cum

15 Vibrated cement

concrete M15(Nominal mix) using

40mm size HBG ISS

metal for Culvert &

Retaining wall Body

wall

47.50Cubicmetre

0.90Cum

42.75 Cum 21.38 Cum

1221.84Cum

183.82Cum

78.78Cum

763.52 Cum


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Bitumen

Sl.No. Description of items Quantity in MT Estimate rate per MT Amount

3a Rapid setting Emulsion 1.84 MT 47,450.32/MT 87,308.59

3b Bitumen 60/70 Grade 14.70 MT 46,821.50/MT 6,88,276.05

Total 7,75,584.64

MATERIALS


1 40mm ISS metal 1221.84 Cum 616.00/Cum 7,52,653.44

2 20mm ISS metal 183.82 Cum 858.00/Cum 1,57,717.56

3 12mm ISS metal 78.78 Cum 792.00/Cum 62,393.76

4 Sand 763.52 Cum 110.00/Cum 83,987.20

5 Filter media behind abutments and wings 63.00 Cum 552.00/Cum 34,776.00

6 Filling behind the abutments and wings 102.00 Cum 115.45/Cum 11,775.90

7 Binding wire 2.25 MT 400.00/MT 900.00

8 Providing and fixing 100mm dia PVC SEEPAGE PIPES 78 Nos. 120.00 9,360.00

9 Providing and fixing Kraft Paper 31.00 Sqm 50.00 1,550.00

10

Providing and fixing PVC expansion joint

5 Nos. 3000.00 15,000.0011

Providing and fixing of GI DRAINAGE SPOUTS OF 100mmdia

16.00 Nos. 1200.00 19,200.00

12Providing and erecting direction and place identificationretroreflectorised sign

3.84 Sqm 7240.00 27,801.60

13Supply and fixing of RCC guide posts of size1.20x0.20x0.20m with reflective star stickers

40.00 Nos. 942.00 37,680.00

14 Supply and fixing of Delineators 8.00 Nos. 1661.00 13,288.00

15Providing and fixing of rectro reflectorised cautionarymandatory and informatory sign

4.00 Nos. 2221.00 8,884.00

16 Providing and fixing Road stud 100x100mm 60.00 Nos. 332.00 19,920.00

17 Providing and fixing seepage pipes of 100mm dia PVC pipes 80.00 /RM 120.00 9,600.00


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18 Supply of NP 3 class RCC hume pipes of 100mm dia 12.50 /RM 2600.00 32,500.00

19Providing and laying GSB using grading I materials as perMoRTH sand, gravel and any other granular materials forapproach road

432.10 Cum 781.97 3,37,890.91

20 Providing and laying Wet Mix Macadam Base Course forapproach road

540.20 Cum 799.04 4,31,641.41

21 Bituminous macadam of 50 mm thickness 108.10 Cum 1028.06 1,11,133.29

22Providing and laying 25 mm thick compacted Semi densebituminous concrete

2161.00 Sqm 188.85 4,08,104.85

Total 25,87,757.92

LABOUR

Sl.No. Description

As per sanctioned Estismate

Quantity Rate Amount

1 Dismantling the existing RCC in the existing slab culvert165.00

Cubicmetre

2083.00 343695.00

2 Dismantling the existing PCC in the existing slab culvert143.00

Cubicmetre

137.00 19591.00

3 Earth work excavation in all classes of soil except hard rock requiring blasting fordressing the bed up to sill level 576.00

Cubicmetre

34.75 20016.00

4 Earth work excavation in Kankar/soft disintegrated rock not requiring blasting forFOUNDATION OF ABUTMENTS, PIERS AND WINGS 76.00

Cubicmetre

130.30 9902.80

5 Earth work excavation in soft rock and dense medium rock not requiring blasting for

FOUNDATION OF ABUTMENTS, PIERS AND WINGS

294.00Cubic

metre

96.40 28341.60

6 Earth work excavation in hard rock requiring blasting for FOUNDATION OF ABUTMENTS,PIERS AND WINGS 113.50

Cubicmetre

96.40 10941.40

7 Vibrated Cement Concrete of grade M10 (Nominal mix) 1:3:6 using 40mm ISS HBG metalfor leveling course under footings below sill level 25.50

Cubicmetre

526.43 13423.97

8 Vibrated Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metalfor footings of Abutment and wings below sill level 345.00

Cubicmetre

526.43 181618.35

9 Vibrated Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metalfor filling the trenches not occupied by the structure in Abutment and wings below silllevel

83.00Cubicmetre

726.43 60293.69

10 Vibrated Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal

for sub structure of Abutment and wings above sill level 359.00

Cubic

metre 1026.43 368488.37


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Sl.No. DescriptionAs per sanctioned Estismate


11 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using ISS HBG gradedmetal for footings of Abutment, Piers and Return walls Below sill level dirt wall cum bedblock over abutment and bed block over piers

11.00Cubicmetre

1717.00 18887.00

12 Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment,wing and return wall 78.00 Numbers 0.00 0.00

13 Providing and fixing Kraft Paper for full width of deck slab31.00

Squaremetre

0.00 0.00

14 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using ISS HBG gradedmetal for Deck slab 243.00

Cubicmetre

1517.00 368631.00

15 Providing filter media behind the abutments and wings with clean III graded materials53mm to 600mm thick 63.00

Cubicmetre

30.05 1893.15

16 FILLING BEHIND THE ABUTMENTS AND WINGS with clean good gritty gravel FORFILLING BEHIND THE ABUTMENT AND WINGS. 102.00

Cubicmetre

10.00 1020.00

17Providing and fixing PVC expansion joint

5.00 Set 0.0018 Supply and fabrication of Steel Grade S.240 required for all RCC items of works 22.50 Tonne 0.00

19 Vibrated reinforced cement concrete M15 (Nominal mix) using crusher ISS, HBG gradedmetal of 40mm for BASE COURSE BELOW APPROACH SLAB and footpath ramp. 8.00

Cubicmetre

676.43 5411.44

20 Vibrated reinforced cement concrete M30 (Design mix) using ISS HBG graded metal forapproach slab 19.00

Cubicmetre

1117.00 21223.00

21 Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using IRC HBG gradedmetal for Wearing coat of 75mm uniform thickness over Deck slab and approach slab 335.00

Squaremetre

71.81 24056.69

22 Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using ISS HBG graded

metal for Crash barriers over deck slab 76.00

Running

metre 247.78 18830.9023 Vibrated cement concrete M15 (Nominal mix) using crusher ISS, HBG graded metal of

40mm for PCC Parapet over wings 8.00Cubicmetre

676.43 5411.44

24 Providing and fixing of GI DRAINAGE SPOUTS OF 100mm dia as per G.O. 1 Drawing No.SD/205 with grating arrangements at top as shown in the drawing using 12mm x 12mmflats for grating arrangements and 100mm dia drainage spouts projecting at least 300mmbeyond the bottom of deck slab

16.00 Numbers 0.00

25 Providing and erecting direction and place identification retroreflectorised sign as perIRC: 67-2010 made of High intensity Grade sheeting vide clause 801.3 3.84

Squaremetre

0.00

26 Supply and fixing of RCC guide posts of size 1.20x0.20x0.20m with reflective star stickers40.00 Numbers 0.00

27 Supply and fixing of Delineators 8.00 Numbers 0.00


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28 Providing and fixing of rectro reflectorised cautionary mandatory and informatory sign asper IRC 67 -60cm equilateral triangle 4.00 Numbers 0.00

29 Providing and fixing Road stud 100x100mm 60.00 Numbers 0.00

30a Excavation including removal and satisfactory disposal of all materials for FORMATIONOF APPROACH ROAD - 97% COMPACTION 5415.00

Cubicmetre

60.33 326686.95

30b Excavation including removal and satisfactory disposal of all materials for FORMATIONOF APPROACH ROAD - 100% COMPACTION 2565.00

Cubicmetre

61.73 158337.45

31 Providing and laying GSB using grading I materials as per MoRTH sand, gravel and anyother granular materials for approach road 432.10

Cubicmetre

114.57 49507.52

32 Providing and laying Wet Mix Macadam Base Course for approach road540.20

Cubicmetre

317.77 171659.35

33 Providing and laying of prime coat using slow setting emulsion bitumen at the rate of 6 kgper 10sqm over the WMM surface 2161.00

Squaremetre

111.60 241167.60

34 Providing and laying of tack coat using emulsion bitumen at the rate of 2.5kg per 10sqmover the WMM primed surface 2161.00 Squaremetre 25.38 54846.18

35 Bituminous macadam of 50mm thickness108.10 Cubic metre 1058.48 114421.69

36 Providing and laying 25 mm thick compacted Semi dense bituminous concrete2161.00

Squaremetre

54.26 117255.86

37 Earth work excavation in hard rock requiring blasting for cutting rock portion for formingapproach road 180.00

Cubicmetre

246.00 44280.00

38 Earth work excavation in all classes of soils except hard rock requiring blasting and hardrock requiring blasting for foundation of Retaining walls 456.00

Cubicmetre

97.40 44414.40

39 Earth work excavation in Kankar/soft disintegrated rock not requiring blasting for

FOUNDATION OF Retaining walls114.00

Cubic

metre130.30

14854.2040 Vibrated cement concrete M15 (Nominal mix) using 40mm size HBG ISS metal for

footings of Retaining wall 68.50Cubicmetre

526.43 36060.46

41 Vibrated cement concrete M15 (Nominal mix) using 40mm size HBG ISS metal for stem ofRetaining wall 399.60

Cubicmetre

826.43 330241.43

42 Providing and fixing seepage pipes of 100mm dia PVC pipes to drain the backfill in theretaining wall 80.00 Numbers 0.00

43 Earth work excavation in Kankar/soft disintegrated rock not requiring blasting forFOUNDATION OF culvert & Retaining walls 45.00

Cubicmetre

130.30 5863.50

44 Vibrated cement concrete M10 (Nominal mix) using 40mm size HBG ISS metal for culvert& Retaining wall 13.50

Cubicmetre

526.43 7106.81

45 Vibrated cement concrete M15 (Nominal mix) using 40mm size HBG ISS metal for Culvert& Retaining wall Body wall 47.50

Cubicmetre

826.43 39255.43


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46 Supply of NP 3 class RCC hume pipes of 100mm dia12.50

Runningmetre

0.00

47 Hoisting and fixing of 1000mm dia NP3 pipes

12.50

Running

metre 45.35 566.88Total 3278202.51

3 - Factors - Bridge at Km 3-8 of Kolanalli RS Vallipuram Road Kuranganpallam Odai

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Transcript of 3 - Factors - Bridge at Km 3-8 of Kolanalli RS Vallipuram Road Kuranganpallam Odai