Major Bridge Estimate (Well Found.)

ABSTRACT FOR NEWCONSTRUCTION OF MAJOR BRIDGE

Item No. Item Description Quantity Unit Rate Amount

SACRIFICIAL WELL

1

A

(As per Rate Analysis Attached) 4.000 Nos 528041.00 2112164.00

2

(As per Rate Analysis Attached) 64.500 Rmt 6951.00 448340.00

3

(As per Rate Analysis Attached) 2.375 MT 61249.00 145469.00

4

(As per Rate Analysis Attached) 6.909 CUM 4170.00 28810.00

5


6

(As per Rate Analysis Attached)

Well steining

PCC M20 Grade 453.803 CUM 4073.00 1848340.00

7


A. Sandy Soil

upto 3m 9.000 Rmt 1497.00 13473.00

Beyond 3m upto 10m depth 21.000 Rmt 2059.00 43239.00

Beyond 10m upto 20m depth 4.090 Rmt 2161.95 8842.00

B. Hard rock 0.000 Rmt 57966.00 0.00

Dewatering 42.270 Rmt 831.00 35126.00

8


9

(As per Rate Analysis Attached)PCC Grade M20 50.868 CUM 4073.00 207185.00

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well.

Assuming depth of water 4.0 m and height of island 4.5 m.

Providing and constructing one span service road

to reach island location from one pier location to

another pier location

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well curb RCC Grade M20

Providing and Laying Well steining of Mild Steel weighing 100 kg per cum for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.

Sinking of 6m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekoned from bed level.

Providing and Laying Bottom plug of Mild Steel weighing 5 kg per sqm for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforcement concrete in Bottom plug complete as per Drawing and Technical Specifications.


10 1175.713 CUM 1147.00 1348543.00

FOUNDATION

1


I Ordinary Soil

i) Upto 3 m depth 542.758 Cum 41.00 22253.00

ii) 3m to 6m depth 408.864 Cum 47.00 19217.00

iii) Above 6m depth 1094.594 Cum 57.00 62392.00

II Ordinary rock (not requiring blasting)

i) Depth upto 3 m 201.187 Cum 52.00 10462.00

III Hard rock (requiring blasting) 0.000 Cum 745.00 0.00

2

(As per Rate Analysis Attached)I Ordinary Soili) Upto 3 m depth 542.758 Cum 2.00 1086.00ii) 3m to 6m depth 408.864 Cum 3.00 1227.00iii) Above 6m depth 1094.594 Cum 5.00 5473.00

II Ordinary rock (not requiring blasting)i) Depth upto 3 m 201.187 Cum 4.00 805.00

III Hard rock (requiring blasting) 0.000 Cum 21.00 0.00

3

(As per Rate Analysis Attached) 14.742 Tonne 47778.00 704355.00

4

PCC Grade M15

(As per Rate Analysis Attached) 33.139 Cum 3484.00 115455.00

5

RCC Grade M30 133.225 Cum 4068.00 541959.00


Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Earth work in excavation for foundation of

structures as per drawings and technical

specifications, including setting out, construction

of shoring and bracing, removal of stumps and

other deleterious matter, dressing of sides and

bottom and backfilling with approved material.

Add Extras as follows in the rates of the above items if dewatering is resorted to

Supplying, fitting and placing uncoated TMT bar

Reinforcement in foundation complete as per

drawing and Technical Specifications.

Plain/Reinforcement concrete in Open Foundation complete as per Drawing and Technical Specifications.

Plain/Reinforcement concrete in Open Foundation complete as per Drawing and Technical Specifications.


SUBSTRUCTURE

6


7

(As per Rate Analysis Attached) 4.000 Each 385.00 1540.00

8


A Abutment

RCC Grade M30

a) Height upto 5m 140.798 Cum 4287.00 603602.00

b) Height beyond 5m and upto 10m 77.967 Cum 4392.00 342432.00

c) Height above 10m 94.680 Cum 4540.00 429848.00

B Pier

RCC Grade M30


b) Height beyond 5m and upto 10m 47.100 Cum 4392.00 206863.00

c) Height above 10m 49.455 Cum 4540.00 224526.00

C Return wall

PCC Grade M20


9


In Cap RCC Grade M30 118.234 Cum 4287.00 506868.00

10


In Pedestal RCC Grade M40 4.194 Cum 4402.000 18464.00

11

(As per Rate Analysis Attached) ### Cu.Cm 0.304 155868.00

Supplying, fitting and placing TMT bar

Reinforcement in substructure complete as per

drawing and Technical Specifications.

Providing weep holes in brick masonary/Plain/reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications.

Plain/Reinforced cement concrete in substructure complete as per Drawing and Technical Specifications.

Plain/Reinforced cement concrete in substructure complete as per Drawing and Technical Specifications

Plain/Reinforced cement concrete in substructure complete as per Drawing and Technical Specifications.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.


SUPERSTRUCTURE

12


13

Dirt Wall in RCC M30


14


15

(As per Rate Analysis Attached) 42.000 Each 3570.00 149940.00

16

(Provisional Rates) 62.112 Metre 9160.00 568946.00

17

Girder & Slab in RCC M30

(As per Rate Analysis Attached) 522.213 Metre 4800.00 2506624.00

18


19


Supplying , Fitting and placing TMT bar

reinforcement in superstructure complete as per

drawing and Technical Specifications

Furnishing and placing reinforced/prestressed

cement concrete in superstructures as per drawing

and Technical Specifications

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications.

Providing Drainage Spouts complete as per

drawing and Technical specification and as per

clause 2705 of specifications.

Providing and laying of an elastomeric slab seal expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.

Furnishing and placing reinforced/prestressed

cement concrete in superstructures as per drawing

and Technical Specifications

PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specifications.

Reinforced cement concrete Approach slab including reinforcement and formwork complete as per drawing and Technical Specification. RCC M25


20

Crash barrier RCC Grade M30

(As per Rate Analysis Attached) 197.660 RMT 2643.00 522415.00

21


22

(As per Rate Analysis Attached) 1079.540 Sq.m. 508.00 548406.00

TOTAL FOR NEWCONSTRUCTION OF MAJOR BRIDGE = 28273588.00

Provision of an Reinforced cement concrete crash barrier at the edge of road, approaches to bridge structures and medians, constructed with M30 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25mm dia. 450mm long at expansion joints filled with premoulded asphalt filler board , keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 june 1994 as per dimensions in the approved drawing and at locations directed by engineer, all as specified etc. complete.

Providing and laying Bituminous Concrete on prepared surface with specified graded crushed stone aggregates premixed with bituminous binder as per job Mix formula and 2% filler lime or cement by weight of total aggregate as per job mix. Transporting the mix to the work site, laying with a hydrostatic paver finisher to the required grade level and alignment, rolling with roller to achieve the desired compactions per MORT &H specification complete in all respect excluding cost of tack coat. (The Rate is for Bitumen Content @ 5.0% by weight of total mix)

Providing & laying 25 mm thick Mastic Asphalt wearing course with paving grade bitumen 14% by wt. of mix , filler, fine & coarse aggregate , meeting the requirements given in table 500-29 of MORT&H specifications, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 1000C, protruding 1mm to 4mm over mastic surface etc. complete, excluding tack coat . (Mix design is required for each case).

NEWCONSTRUCTION OF MAJOR BRIDGE AT CH.- 539+800.00

DATA

Abutment (L) Abutment (R) Pier Return

GL 276.605 277.060 272.398 278.725 Overall Span 21.50 No of Spans 4.0

RTL 279.870 279.870 279.870 279.870 LBL 270.530 Pier RCC

Soffit 277.475 277.475 277.475 Cap Top Width 1.24

FL 259.705 262.160 258.375 275.308 Pier Top Width 2.3

Soft Rock RL 262.605 Length of Return (Left) 3.600 Side slopes 1: 0

Hard Rock RL 259.605 262.060 257.898 266.725 Length of Return (Right) 3.600 No. of Abutment 2

265.805 268.260 264.675 280.608 276.925 No. of Pier 3

Deck Slab (C) 0.225

270.805 273.260 269.675 285.608 (E) 0.200

Top of Left Abt. Cap Level 276.975 Pier Foundation Bottom 0.4

Dia of Pier 2.000 Skew = Top of Right Abt. Cap Level 276.975 Sloping Portion Ht. 0.9

Length of Abutment 12.422 Skew Factor 1.035 Diameter of sacrificial well ( r ) 6.0

MEASUREMENTSItem Description No. Length Breadth Depth Unit Quantity Remarks

No. (m) (m) (m)

A) SACRIFICIAL WELL

1 Temporay Island 4.0 - - Nos 4.000

Total Nos 4.000

2 Service Road

for 1st Pier 1.000 = 21.500 RMT 21.500

for 2nd Pier 1.000 = 21.50+ 21.50 RMT 43.000

for 3rd Pier 1.000 = 43 + 21.50 RMT 64.500

Total RMT 64.500

3

Circumference = 2 * p * r = 56.549 MT 2.262

Add 5% for wastage or for Dowel bar 0.113

Total MT 2.375

4 Well Curb (RCC M20)

0.3 Area 0.045 0.122 6.909

0.077

0.15 Circumfernce 56.549

0.64

0.015

angle

Total 6.909

5 Well Steining Quantity of Well Steining = m3 453.803

R/F @ 100 kg/cum

R/F @ 100 kg/cum = MT 45.380

MT 45.380

6 Well Steining (PCC M20)

0.5

height of P1 17.940 Circumfernce 56.549 453.803

height height of P2 16.115 Area 8.03

height of P3 14.095

Avg height 16.050

453.803

7 Sinking of wellA. In Sandy Soil 3 height of P1 15.5 RMT 14.090

height of P2 13.27

height of P3 13.5

Avg height 14.090 Depth below bed level upto 3m 3.000Beyond 3m upto 10m depth 7.000Beyond 10m depth 4.090

upto 3m RMT 9.000

3 to 10m RMT 21.000

Above 10m RMT 4.090B. In Hard rock 3 height of P1 0.000 RMT 0.000

height of P2 0.000

height of P3 0.000

Avg height 0.000

RMT 0.000

Dewatering 3 14.090 RMT 42.270

Level at 5m From Foundation Top

Top of Pier Cap Level

Level at 10m From Foundation Top

15 0

Cutting edge of mild steel weighing 40 kg per metre

m2 m3

m3

m3

m3

Item Description No. Length Breadth Depth Unit Quantity Remarks

No. (m) (m) (m)


No. (m) (m) (m)

8 Bottom Plug Quantity of Bottom Plug = 84.780

R/F @ 5 kg/Sqm

R/F @ 5 kg/Sqm = MT 0.424

MT 0.424

9 Bottom plug (PCC M20)

2 3 Area 28.260 50.868

0.9Sacrificial well

0.4

4

50.868

10 Sand Filling 3 Area 28.260 1360.719Avg Height 16.050

Deduction for Pier

Area foundation block 16.000 19.200

9.923 26.791

Pier 3.142 139.015

1175.713

ROAD TOP LEVELAPPROACH SLAB 279.870

CROSS GIRDERLEVELLINGCOURSE OF SOFFIT LEVELAPPROACH POT PTFE BEARING 277.475SLAB 276.975 WITH RCC PEDESTRAL

600 mm THK.FILTER MEDIA

259.705LEVELLING COURSE

( PCC M15 )258.375

A) FOUNDATION

Abutment (Left) Abutment (Right) Pier Return

Soil = 14.000 15.000 14.500 3.418

Soft Rock = 3.000 0.000 0.000 0.000

1 Earthwork in Excavation Hard Rock = 0.000 0.000 0.000 0.000

a) Abutment (L)

Height Upto 3 m

1.0 12.629 5.310 3.000 201.187 Soil

1.0 12.629 5.310 3.000 201.187 Soft rock

1.0 12.629 5.310 0.000 0.000 Hard rock

0.5 Height bet. 3 to 6 m

0.30 1.0 12.629 5.310 3.000 201.187 Soil

0.6 0.6 Height above 6 m

2.81 2.30 1.0 12.629 5.310 8.000 536.499 Soil

Abutment (R)

Height Upto 3 m

1.0 12.629 4.910 3.000 186.032 Soil

1.0 12.629 4.910 0.000 0.000 Soft rock

0.5 1.0 12.629 4.910 0.000 0.000 Hard rock

0.3 Height bet. 3 to 6 m

0.6 0.6 1.0 12.629 4.910 3.000 186.032 Soil

2.41 2.30 Height above 6 m

1.0 12.629 4.910 9.000 558.095 Soil

m2

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

CRASH BARRIER RCC M30

ABUTMENT FOUNDATION LEVEL

PIER FOUNDATION LEVEL

TOP LEVEL OF ABUTMENT CAP


No. (m) (m) (m)

b) Return

Left - Height Upto 3 m

2.0 3.900 3.069 3.000 71.823 Soil

2.0 3.900 3.069 0.000 0.000 Soft rock

2.0 3.900 3.069 0.000 0.000 Hard rock

Height bet. 3 to 6 m

2.0 3.900 3.069 0.418 9.995 Soil

Right - Height Upto 3 m

2.0 3.900 3.578 3.000 83.716 Soil

2.0 3.900 3.578 0.000 0.000 Soft rock

2.0 3.900 3.578 0.000 0.000 Hard rock

Height bet. 3 to 6 m

2.0 3.900 3.578 0.418 m3 11.650 Soil

Total Height Upto 3 m Excavation in Soil 542.758

Excavation in Soft Rock 201.187

Excavation in Hard Rock 0.000

Height bet. 3 to 6 m Excavation in Soil 408.864

Height above 6 m Excavation in Soil 1094.594

2 Dewatering

Quantity as per item no. 1=

Total Height Upto 3 m Excavation in Soil 542.758

Excavation in Soft Rock 201.187

Excavation in Hard Rock 0.000

Height bet. 3 to 6 m Excavation in Soil 408.864

Height above 6 m Excavation in Soil 1094.594

3 Foundation TMT Re-bar

a) Abutment (L)

1.0 12.422 5.110 0.600 38.087

1.0 12.422 1.300 0.500 6.211

44.298

b) Abutment (R)

@ 120 kg/m3

1.0 12.422 4.710 0.600 35.106

1.0 12.422 1.300 0.500 m3 6.211

41.317

Foundation Block @ Pier

@ 87.5 Kg/m3 3.0 4.000 4.141 0.400 19.876

3.0 3.150 3.261 0.900 27.734

47.610

Total 85.615

47.610

Total Quantity of Reinforcement @ 120 Kg/m3 MT 10.274

Total Quantity of Reinforcement @ 87.5 Kg/m3 MT 4.166

b) Return

@ 5 Kg/m2

Left

2.0 3.069 0.300 1.842

2.0 3.900 0.300 2.340

2.0 3.069 3.900 23.941

28.123

Right

2.0 3.578 0.300 2.147

2.0 3.900 0.300 2.340

2.0 3.578 3.900 27.905

32.392

Total 60.514

Total Quantity of Surface Reinforcement @ 5 Kg/m2 MT 0.303

Total MT 14.742

4 Foundation PCC M15

Levelling Course

a) Abutment 1.0 12.629 5.310 0.100 6.706

1.0 12.629 4.910 0.100 6.201

b) Pier 3.0 4.200 4.348 0.100 5.478

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

@ 120 kg/m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m2

m2

m3

m3

m3

m3


No. (m) (m) (m)


No. (m) (m) (m)

c) Return Left 2.0 3.900 3.048 0.300 7.133

Right 2.0 3.900 3.256 0.300 7.620

Total 33.139

5 Foundation RCC M30

a) Abutment (L) 1.0 12.422 5.110 0.600 38.087

1.0 12.422 1.300 0.500 6.211

Abutment (R) 1.0 12.422 4.710 0.600 35.106

1.0 12.422 1.300 0.500 6.211

b) Pier

Foundation Block 3.0 4.000 4.141 0.400 19.876

3.0 3.150 3.261 0.900 27.734

Total 133.225

B) SUBSTRUCTURE

6 Substructure TMT Re-bar

a) Abutment (L)

@ 120 kg/m3

Stem 1.0 12.422 0.300 15.720 58.584

Counterfort 3.0 0.500 C/S Area= 24.146 36.219

3.0 0.500 0.640 16.045 15.403

End Wall 2.0 0.500 3.310 19.500 64.545

Abutment (R)

@ 120 kg/m3

Stem 1.0 12.422 0.300 13.265 49.435

Counterfort 3.0 0.500 C/S Area= 17.742 26.612

3.0 0.500 0.640 13.590 13.046

End Wall 2.0 0.500 2.910 17.045 49.601

313.446

Total Quantity of Reinforcement of Abutment @ 120Kg/m3 37.613

b) Pier

@ 87.5 Kg/m3

3.0 Area= 3.140 15.250 143.655

143.655

Total Quantity of Reinforcement of Pier @ 87.50Kg/m3 12.570

c) Returns

@ 5 Kg/m2

Left

Outer Side 2.0 4.283 3.600 30.834

Inner Side 2.0 3.870 3.600 27.864

C/s Area 4.0 c/s Area 4.718 18.873

Right

Outer Side 2.0 5.056 3.600 36.400

Inner Side 2.0 4.575 3.600 32.942

C/s Area 4.0 c/s Area 6.208 24.831

171.743

Total Quantity of Surface Reinforcement of Return @ 5Kg/m2 MT 0.859

Abutment cap

@ 185 kg/cum Quantity for Abutment Cap in m3 12.112 MT 2.241

Pier Cap

@ 230kg/cum Quantity for Pier Cap in m3 = 106.122 MT 24.408

Pedestal

@ 90kg/cum Quantity for Pedestal in m3 = 4.194 MT 0.377

Total MT 78.068

7 Weep holes

Abutment 2.0 12.422 -0.230 0.000

3.0 3.310 -0.230 0.000

Return(L) 2.0 3.600 0.930 6.696

Return(R) 2.0 3.600 0.930 6.696

Total 13.392

1000mm C/C in Staggered Manner Nos. 4.285

Total Nos. 4.000

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2


No. (m) (m) (m)

8A Abutment RCC M30 Abt.cap bott. Level Upto 5m Ht. Level At 10m Ht.

0.3 Left 276.525 265.805 270.805

Height upto 5m1.0 12.422 0.300 5.000 18.634

3.0 0.500 C/S Area= 24.146 36.219

0.3 3.0 0.500 0.640 5.000 4.800

0.15 2.0 0.500 3.310 5.000 16.550

76.202

Height bet 5m to 10m0.300 1.0 12.422 0.300 5.000 18.634

16.370 3.0 0.500 0.640 5.000 4.800

16.220 2.0 0.500 3.310 5.000 16.550

39.984

Height above 10m1.0 12.422 0.300 5.720 21.317

260.305 3.0 0.500 0.640 6.045 5.803

2.0 0.500 3.310 9.500 31.445

58.565

259.71

Right Height upto 5m1.0 12.422 0.300 5.000 18.634

3.0 0.500 C/S Area= 17.742 26.612

3.0 0.500 0.640 5.000 4.800

2.0 0.500 2.910 5.000 14.550

64.596

Height bet 5m to 10m1.0 12.422 0.300 5.000 18.634

3.0 0.500 0.640 5.000 4.800

2.0 0.500 2.910 5.000 14.550

37.984

Height above 10m1.0 12.422 0.300 3.265 12.168

3.0 0.500 0.640 3.590 3.446

2.0 0.500 2.910 7.045 20.501

36.115

Height Upto 5m Total m3 140.798

Height Bet. 5 to 10m Total 77.967

Height Abv. 10m Total 94.680

B Pier RCC M30 Width at 5m Width at 10m

0.53 2.000 2.000

1.48

2.000

15.250 16.550

4.000 2.000

259.68

2.300 0.15

0.9 0.85

0.4 2.300

4.000 0.10

4.200

A)Height upto 5m

3.0 Area = 3.140 5.000 47.100

B)Height bet 5m to 10m

3.0 Area = 3.140 5.000 47.100

C)Height above 10m

3.0 Area = 3.140 5.250 49.455

Height Upto 5m Total m3 47.100


Height Abv. 10m Total 49.455

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

Foundation = Level

`

Foundation Level

B


No. (m) (m) (m)

C Return Walls PCC M20 Level At 5m Level At 10m

Left 280.608 285.608

3.850

Height upto 5m

0.6211 Section 1

1.35 2.0 3.600 c/s area = 0.157 1.132

3.16 Section 2

2.0 3.600 c/s area = 2.391 17.217

Section 3

5.000 0.797 2.0 3.600 c/s area = 1.217 8.761

1.370 Section 4

0 2.0 3.600 c/s area = 0.635 4.575

Section 5

0.233 0.797 2.0 3.600 c/s area = 0.318 2.287

0.797 33.972

2.448

Right

4.545

Height upto 5m

0.621 Section 1

2.05 2.0 3.600 c/s area = 0.361 2.598

3.72 Section 2

5.000 2.0 3.600 c/s area = 2.823 20.326

Section 3

0.941 2.0 3.600 c/s area = 1.696 12.209

2.075 Section 4

0 2.0 3.600 c/s area = 0.885 6.375

Section 5

2.0 3.600 c/s area = 0.443 3.188

0.353 0.941 44.695

0.941

2.956

Height Upto 5m Total 78.667


Height above 10m Total 0.000

9 RCC M30 in Caps

1.24 0.30

0.15

0.300

i) Abutment Cap 2.0 12.422 1.240 0.300 9.242

2.0 12.422 (1.24+0.3)/2 0.150 2.870

ii) Pier Cap

2.3 3.0 2.300 10.000 0.800 55.200

0.80 3.0 2.300 (2.3+10)/2 1.200 50.922

1.20

10

0.80

1.20

2.3

Total 118.234

10 Pedestal RCC M40 8.0 0.700 0.700 0.400 1.568

8.0 0.700 0.700 0.310 1.215

8.0 0.700 0.700 0.225 0.882

8.0 0.700 0.700 0.135 0.529

Total 4.194

11 Elastomeric bearing

32.0 40.000 40.000 10 Cu.Cm. 512000.00

Total Nos 512000.00

C) SUPERSTRUCTURE

12 Superstructure TMT Re-bar

Dirt Wall @ 185 kg/cum Quantity Of Dirt Wall = 23.702 (23.702*185)/1000 MT 4.385

RCC girder & Slab @ 175 kg/cum Quantity Of RCC Girder & Slab = 522.213 (522.213*175)/1000 MT 91.387

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

3

14

5

2

3

1 4 5

2


No. (m) (m) (m)

TMT MT 95.772


No. (m) (m) (m)

13 RCC M30 in Dirt Walls

0.3

0.1 2.0 12.422 2.830 0.300 21.093

0.25 0.150 2.0 12.422 0.100 0.100 m3 2.484

2.830 2.0 12.422 c/s Area 0.005 m3 0.124

Total 23.702

14 Filling in Counterfort

Left 1.0 3.310 11.422 19.050 720.25

Right 1.0 2.910 11.422 16.595 551.60

Deduction of Counterfort -91.28

Filling in Return 2.0 3.600 11.180 3.850 309.91

2.0 3.600 11.180 4.545 365.86

Total 1856.342

15 Drainage spout

C/S Area = 11.00*21.5*4 860.00 Nos. 42.000

Total Nos 42.000

16 Abutments 2.0 12.422 RMT 24.845

Pier 3.0 12.422 RMT 37.267

Total RMT 62.112

17 Superstructure (Girder & Slab) -

0.700 0.900 0.900 0.700

18.860

0.925

0.15

1.28

0.325 Span(L) = 21.500

0.15 RCC M30 Girder - PLAN OF GIRDER

0.25 For 20m Span

0.625 Straight Portion- 4.0 4.0 18.860 0.625 0.250 m3 47.150

Section -1-1 4.0 4.0 18.860 0.475 0.150 m3 21.500

4.0 4.0 18.860 0.325 1.280 m3 125.532

4.0 4.0 18.860 0.625 0.150 m3 28.290

Tapering Portion 4.0 8.0 0.900 0.625 0.250 m3 4.500

4.0 8.0 0.900 0.475 0.150 m3 2.052

4.0 8.0 0.900 0.325 1.280 m3 11.981

4.0 8.0 0.900 0.625 0.150 m3 2.700

pth of

Girder End Portion - 4.0 8.0 0.700 0.625 1.830 m3 25.620

Cross Girder - 4.0 9.0 0.300 1.675 1.430 m3 25.869

Section -1-1 Deck Slab - 4.0 21.500 12.422 0.213 m3 227.019

Total 522.213

18 PCC M15 for levelling course

2.0 3.550 11.422 0.150 12.165

Total 12.165

19 M25 conc. For Approach slab

2.0 3.500 11.422 0.300 23.987

Total 23.987

20 Superstructure RCC M30

Crash Barrier 2.0 98.830 RMT 197.660

Total RMT 197.660

21 40mm thk. Bituminous Concrete

2.0 98.140 11.000 0.04 86.363

Total 86.363

22 25mm Thk. Mastic Asphalt

1.0 98.140 11.000 1079.540

Total Mastic asphalt 1079.540

m3

m3

m3

m3

m3

m3

m3

m3

(For 20 m2 area 1 Drainage Spout is Provided)

Elastomeric Slab seal Exp. Joint

m3

m3

m3

m3

m3

m3

m3

m2

m2

11

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Date post:	24-Oct-2014
Category:	Documents
Upload:	mohammed-faiz
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Major Bridge Estimate (Well Found.)

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