battigalluru bridge data

7/22/2019 Battigalluru Bridge data

1/188

DESIGN CALCULATIONS &

EARTH WORK CALCULATIONS


2/188

Fly wing

Return wall

Expansion Joint Dirt wall

13.30m

Pier cap T-Beam Deck slab&Kerb

Abutment Pier

Top plugging

Curb

Steining

Bottom plugging

Note:-Due to limitation of space,only 5 piers are shown,out of total 11 piers proposed.

Assistant Exe.Engineer Dy. Exe.Engineer

PR,Sompeta PR,Sompeta

GENERAL ALIGNMENT OF THE PROPOSED HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER


3/188


4/188

TOTAL LENGTH OF THE BRIDGE : 150 Metres CONSTITUENCY : SOMPE

ESTIMATED COST:-Rs.437.00 lakhs DISTRICT : SRIKA

DETAILED PROJECT PROPOSALS

GOVERNMENT OF ANDHRA PRADESH

HYDERABAD

CONSTRUCTION OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER ON THE ROAD FR

TO BATTIGALLURU


5/188

TA

ULAM

M BARUVA


6/188

Name of the work:-Construction of High level Bridge on Mahendratanaya River on the Road from Baruva to Battigalluru

Est.Cost:-Rs.437.00 lakhs

I.SCOPE:

The Road from Baruva to Battigalluruis an important road connecting most of the fisherman population of Sompeta Mandal to

the Mandal head quarters by shortest route.The total length of the Road is 3.00 Km.In this connection,it is to be informed that one high level

bridge is to be constructed on Mahendratanaya River to provide access to the public to Mandal head quarters.Further,the above bridge

is not only useful to the public of Sompeta Mandal,but also useful to the people of Palasa and Mandasa mandals also in view of connectivity

to NH-5 also.

There is heavy pneumatic traffic such as trucks,tractors and iron wheel vehicles,Lorries on the road .Hence,it is necessary to

provide 7.5m widthbridge on Mahendratanaya River to ensure connectivity as explained above.

II.EXISTING FEATURES:

There is existing road in between BARUVA and BATTIGALLURU with a missing high level bridge on Mahendratanaya River.

Hence,one high level bridge is required.

III.PROVISIONS IN THE ESTIMATE

1.Quarry rubbish filling for embankment for a length of 200m on either side of the proposed bridge,as the side soil is not

suitable for formation of embankment.

2.Construction of high level T-beam bridge of 12 spans,each span being 13.10m with well foundations

3.Formation of Approaches&Road for a length of 200m on either side of the Bridge

IV.DESIGN CRITERIA

1.The bridge is designed as per the specifications of the IRC

2.The designs of bridge are enclosed seperately.

V.ESTIMATED AMOUNT

The estimate for construction of high level bridge along with approaches is prepared for an

amount of Rs.437.00 lakhs

Assistant Exe.Engineer Dy. Exe.Engineer


SPECIFICATION REPORT


7/188

Name of the work:-Construction of High level Bridge on Mahendratanaya River on the Road from

Baruva to Battigalluru

Est.Cost:Rs.437.00 lakhs

Proposed

Road

1/0

Sompeta Baruva

1.5 km

8/6 0/0 Sand

Railway 2/3 Battigalluru

Crossing

Mahendratanaya

11/6 0/0

Ichapuram 209/2 207/2 202/0 Vizag

Korlam

2.0 Km

HBG metal J.L.Kota Quarry

&Gravel

Assistant Exe.Engineer Dy.Exe.Engineer


Quarry Chart


8/188

Name of the work:-Construction of High level Bridge on Mahendratanaya River on the Road from

Baruva to Battigalluru

Est.Cost:Rs.437.00 lakhs

Proposed

Bridge

1/0 Sompeta Baruva

1.5 km

8/6 0/0

R&B Road Railway 2/3 Battigalluru

Crossing

Mahendratanaya

11/6 0/0

Ichapuram NH--5 209/2 207/2 202/0 Vizag

Korlam

R&B Road

P.Sasanam



KEY MAP


9/188

Name of the work:-Construction of High level Bridge on the R/F Baruva to Battigalluru

Est.Cost:-Rs.437.00 lakhs

S.No Description of item Nos Quantity Rate Per AmountLength Bredth Depth

A)BRIDGE PROPER

1 Earth work exacavation and depositing on bank with an initial lead and lift in loamy&clayey soils

like Black Cotton soils,red earth etc complete including dewatering below low water level

for foundations of curtain walls&flexible aprons

Curtain walls 1X4 12.3 1.80 2.9 256.82Cum

3.14(13.18)/4 = 10.35

(10.35+8.45-6.5) = 12.30For flexible aprons 1X2 21.63 6.00 2 519.12Cum

(8.45+2*6.59)

775.94Cum 159.64 1.00Cum 123872

2 Cement Concrete(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials

and all labour charges including machine mixing charges for

Curtain walls 1X4 12.3 1.20 0.15 8.86Cum 4348.96 1.00Cum 38514

Approach slab 1X2 3.6 7.45 0.15 8.05Cum 3768.64 1.00Cum 30322

3 Mild steel wrought and put up for well cutting edge with MS angles 2 Nos.of 100X100X12mm size and MS plate of size200X12mm including cost and conveyance of steel to site and all labour charges for fabrication,welding,fixing in position

duly bent upto sharp,anchoring hooks,threading,bolting of all bent up rods of steining and fixing in position etc.complete

for cutting edges of well curbs under piers and abutments.

Piers 1X11 3.14*5.15 0.0542 9.641MT

Abutments 1X2 3.14*6.65 0.0542 2.264MT

11.905MT 52312.00 1.000MT 622774

4 VRCC(1:11/2:3) mix using 20mm HBG chips including cost and conveyance of all materials

and all labour charges including machine mixing and vibrating charges but excluding cost and

fabrication charges of steel for well curbs of all wellsincluding bailing out of water and formation

of bunds for diversion of water etc.complete

DETAILED-CUM-ABSTRACT ESTIMATE

Measurements


10/188

S.No Description of item Nos Quantity Rate Per Amount

Length Bredth Depth

Measurements

Piers 1X11 9.218Cum 101.398Cum

A1=(3.14)/4 * 5.15 * 5.15 = 20.83 Sqm

A2=(3.14)/4 * 3.80 * 3.80 = 11.34 Sqm

A3=(3.14)/4 * 4.95 * 4.95 = 19.24 Sqm

V = (20.83-11.34)*0.3+(20.83-19.24)*1.15

+0.5*(19.24-11.34)*1.15

Abutments 1X2 16.96Cum 33.920Cum

A1=(3.14)/4 * 6.65 * 6.65 = 34.73 Sqm

A2=(3.14)/4 * 5.00 * 5.00 = 19.64 Sqm

A3=(3.14)/4 * 6.45 * 6.45 = 32.67 Sqm

V = (34.73-19.64)*0.3+(34.73-32.67)*1.45

+0.5*(32.67-19.64)*1.45

135.318Cum 5516.78 1Cum 746519

5 VRCC(1:2:4) mix using 40mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for well steining of all wellsincluding bailing out of water and formation


Piers 1X11 3.14*4.4 0.6 9.155 834.804Cum

(11.75+0.55-1.2-1.45= 9.155)

Abutments 1X2 3.14*5.75 0.75 8.855 239.816Cum

(11.75+0.55-1.2-1.75= 8.855)

1074.620Cum 4829.13 1Cum 5189476

6 VCC(1:2:4) mix using 40mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for top plugging of all wellsincluding bailing out of water and formation


Piers 1X11 3.14*(3.8*3.8)/4 ---- 0.5 62.345Cum


11/188


Length Bredth Depth

Measurements

Abutments 1X2 3.14*(5.0*5.0)/4 ---- 0.5 19.625Cum

81.970Cum 3659.96 1Cum 300006

7 Well sinking in sandy and other loose soils under water either by manual labour,divers or dredgers,

weighing the top of steining to assist sinking etc.including dewatering and other incidental charges

such as hire charges for mechanical equipment etc.complete for wells of internal dia 6.5m and 5.00m

Piers

Upto 2m below GL 1X11 ---- ---- 2.00m 22.00m 17907.66 1.00m 393969

From 2 to 4m below GL 1X11 ---- ---- 2.00m 22.00m 21284.41 1.00m 468257






Abutments

Upto 2m below GL 1X2 ---- ---- 2.00m 4.00m 30263.95 1.00m 121056







8 CC(1:2:4) mix with 10% extra cement using 40mm HBG chips including cost and conveyance of all materials

and all labour charges including machine mixing and vibrating charges but excluding cost andfabrication charges of steel for bottom plugging of all wellsincluding bailing out of water and formation


Piers 1X11 3.14*(3.8*3.8)/4 ---- 0.60 74.814Cum

5.15-0.20=4.95,(4.95+3.80)/2 = 4.374 1X11 3.14*(4.37*4.37)/4 ---- 1.15 189.984Cum

For Concave portion 2/3(dXd)h 1X11 2/3(4.95*4.95) ---- 0.385 69.213Cum

Abutments 1X2 3.14*(5.0*5.0)/4 ---- 0.60 23.550Cum

6.65-0.20=6.45,(6.45+5.0)/2 = 5.725 1X2 3.14*(5.73*5.73)/4 ---- 1.415 72.813Cum

For Concave portion 2/3(dXd)h 1X2 2/3(6.45*6.45) ---- 0.485 26.916Cum

457.290Cum 4548.02 1Cum 2079762


12/188


Length Bredth Depth

Measurements

9 Sand filling in between top and bottom pluggings including cost and conveyance of all materials

and all labour charges etc.complete

Piers 1X11 3.14*(3.8*3.8)/4 ---- 8.355 1041.780Cum

Abutments 1X2 3.14*(5.0*5.0)/4 ---- 8.055 316.159Cum

1357.939Cum 173.78 1Cum 235988

10 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for well caps of all wellsincluding bailing out of water and formation


Piers 1X11 3.14*(5.0*5.0)/4 ---- 1.2 259.050Cum

Abutments 1X2 3.14*(8.5*8.5)/4 ---- 1.2 136.119Cum

395.169Cum 5516.78 1Cum 2180059



fabrication charges of steel for piers,abutments,hammer head bed blocks and return wallsincluding bailing

out of water and formation of bunds for diversion of water,if necessary etc.complete

Piers(3.70-1.20=2.50m) 1X11 3.14*(1.5*1.5)/4 ---- 2.5 48.572Cum

Abutments(3.70-0.50=3.20m) 1X2 8.45 (1.0+0.9)/2 3.2 51.376Cum

Hammer head bed blocks(Rectangular) 1X11 6.00 1.5 0.6 59.400Cum

Hammer head bed blocks(Trapezoidal) 1X11 (6.0+1.5)/2 1.5 0.6 37.125Cum

Return walls 1X4 3.75 0.5 5.144 38.580Cum

235.053Cum 5412.78 1Cum 1272288



fabrication charges of steel for bed blocks,backing walls,bearing pedastalsincluding bailing


Flywings: 1X4 0.15 (0.5+0.35)/2 2.14 0.546Cum

1X4 1.84 0.35 0.3 0.773Cum

1X4 0.92 0.35 1.84 2.370Cum

Backing wall: 1X2 8.45 0.3 1.481 7.509Cum

Abutment caps 1X2 8.45 1.0 0.3 5.070Cum


13/188


Length Bredth Depth

Measurements

Bearing pedastals 1X118 0.83 0.42 0.15 6.170Cum

Pier pedastals 1X11 1.5 1.5 0.5 12.375Cum

34.812Cum 5412.78 1Cum 188431

13 Supplying and fixing of fully moulded type Neoprene Rubber Bearingof 500X320X84mm size

including the cost and conveyance of bearings and labour charges for fixing the same in positionconfirming to specifications stipulated in specification for bridges and road works of MOST

drawings.

Abutments 1X6 63.00 22.00 6.10 50727.60cc

Piers 1X80 63.00 22.00 6.10 676368.00cc

727095.60cc 0.70 1.00cc 508967



fabrication charges of steel for Super structure.

Deck slab 1X12 41.30 ---- ---- 495.600Cum

Kerbs over fly wings 1X4 5.59 0.475 0.275 2.921Cum

498.521Cum 6585.90 1Cum 3283206



fabrication charges of steel for wearing coat

Over Deck slab 1X12 13.07 7.50 0.075 88.223Cum

Over approach 1X2 3.50 7.50 0.075 3.938Cum92.160Cum 6166.69 1Cum 568322



fabrication charges of steel for approach slab

Approach Slab 1X2 3.50 7.45 0.300 15.645Cum 4855.34 1Cum 75962



fabrication charges of steel for hand rails&hand posts


14/188


Length Bredth Depth

Measurements

Over Deck slab 1X24 13.07 ---- ---- 313.68m

Over approach 1X4 5.59 ---- ---- 22.36m

336.04m 518.22 1.00m 174142

18 Cost supply and fabrication charges of steel including cost of binding wire and all labour charges etc.complete

189995Kg 46.70 1Kg 8872007

19 Rough stone packing for revetment with concrete grouting using CC(1:4:8) using 300mm size Rough stone including cost and conveyance of all

materials and all labour charges etc.complete

Quadrants 1X4 3.14*(6.59*6.59) ---- 1.414*0.3 57.846Cum 1358.69 1Cum 78594

20 Rough stone dry packing for revetment using 300mm size Rough stone including cost and conveyance of all materials and all labour

charges etc.complete.

Approaches 1X4 100.00 5.19 0.300 622.726Cum 648.52 1Cum 403852

21 Providing gravel backing 150mm thickunder revetment including cost,sienorage and conveyance

of all materials to site including all labour charges etc.complete

1X4 3.14*(6.59*6.59) ---- 1.414*0.15 28.923Cum 443.31 1Cum 12822

22 Providing gravel filling behind abutment after laying filter mediaincluding cost,sienorage and

conveyance of gravel to site including spreading,watering,rolling with hand road roller etc.complete

with 1/3rd compaction including all labour charges etc.complete

1X2 3.15 6.25 4.270 168.131Cum 344.03 1Cum 57843

23 Providing filter media behind abutments using 50% of 150mm size soling stone of HBG metal

and remaining 50% with 40mm size HBG metal including cost,sienorage and conveyance of all

materials including all labour charges etc.complete

Length=7.45-0.6+2(3.75-0.3) = 13.75m 1X2 13.75 0.60 4.270 70.455Cum 1234.05 1Cum 86945

24 Providing aprons with jeddy stone of 450mm to 600mm size including cost,seinorage and

conveyance of all materials including all labour charges etc.complete

1X2 ---- 216.72 ---- 433.440Cum 724.86 1Cum 314183


15/188


Length Bredth Depth

Measurements


and all labour charges including machine mixing charges for Curtain walls.

1X2 22.65 0.50 2.000 45.300Cum

1X2 22.65 1.00 0.500 22.650Cum67.950Cum 4348.96 1Cum 295512

26 Supplying and fixing of GI Drainage spouts complete as per MOST specification

No.2705.

1X12 ---- ---- ---- 12Nos 869.11 1Nos 10429

27 Providingexpansion joints including cost and conveyance of all materials from approved

source to site fabricated with 2 Nos.MS angles of size 75X75X6mm for 7.5m 1 No.MS plate

of 140X6mm for 7.5m 200 Nos.of 12mm dia MS iron anchor bars of 30.6 Cms and

nuts including welding of MS plate and MS angles and also welding MS anchor bars and

fitting with anchor bolts and nuts including all labour charges for cutting,fixing and painting

the exposed faces of MS angles with anti corrosive paint including 4% TOT

1X13 ---- ---- ---- 13Nos 1598.10 1Nos 20775

28 Providing 100mm dia AC pipe for weep holesat 1m c/c in both horizontal and vertical

directions so that the weep holes in each horizontal row staggered from the weep holes

lying immediately above and below for abutmentys and wing walls including cost and

conveyance of AC pipe and labour charges for cutting to required length,placing the pipe

with a slope of 1:20 towards retaining face etc.complete for finished item of work

Abutments 1X96 0.95 ---- ---- 91.20m

Return walls 1X84 0.50 ---- ---- 42.00m

133.20m 126.62 1.00m 16866

29 Drilling of 150mm dia conformatory bore holesbelow water level in all types of soils at each

pier and abutment locations to required depth(excluding refusal strata) including transport

of boring craft and all other accessories to site,providing boring platform,drilling,insertion of

150mm dia MS casing pipe for collection of disturbed/undisturbed soil samples at 1.50m

interval or at the change strata for conducting various tests as per specifications,removing

casing pipe after completing boring works,incidental royalties etc.complete as per MOSTtechnical specification No.2400


16/188


Length Bredth Depth

Measurements

1X19 15.00 ---- ---- 285.00m 450.00 1.00m 128250

30 Rough stone packing for revetment with concrete grouting using CC(1:4:8) using 300mm size Rough stone

including cost and conveyance of all materials and all labour charges etc.complete for bridge approaches

1X2 100.00 3.50 0.300 210.00Cum 1358.69 1.00Cum 285324

B)Bridge approaches:-

31 Filling with quarry rubbish from approved quarry and carted to road

side including conveyance charges etc.complete for widening and

filling including spreading,watering and rolling with power road roller

irrespective of thickness etc.complete

As per Calculation Sheet 4863.757Cum 292.55 1.00Cum 1422902

32 Earth work exacavation and depositing on the bank with an initial

lead and lift in loamy and clayey soils as per SS-20B by manual

labour for foundations

1X2 100.00 1.20 1.50 360.00Cum 55.64 1.00Cum 20030

33 Cement Concrete(1:4:8) mix using 40mm HBG chips including

cost and conveyance of all materials and all labour charges

including machine mixing charges

1X2 100.00 1.20 0.30 72.00Cum 2840.65 1.00Cum 204527

34 Cement Concrete(1:3:6) mix using 40mm HBG chips including

cost and conveyance of all materials and all labour charges

including machine mixing charges

1X2 100.00 (0.90+0.3)/2 1.50 180.00Cum 3166.38 1.00Cum 569948

35 Provision for Caution Boards. ----------------------------- LS -------------------------------------------------------- 10000

36 Provision for design deviation&price escalation ------------ LS -------------------------------------------------------- 3449625


17/188


Length Bredth Depth

Measurements

37 Provision for over heads&contractors profit ------------ LS -------------------------------------------------------- 5691881

38 Provision for unforeseen items ------------ LS -------------------------------------------------------- 62246

TOTAL 43700000




18/188


Est.Cost:- Rs.437.00 Lakhs

S.No Description of item Name of the quarry Initial Conveyance Seinorage Blasting Machine Deduct Total

MR CT Total Cost charges crushing stacking

charges

1 Gravel J.L.Kota 12.00 0.00 12.00 48.00 143.60 20.00 0.00 0.00 (-)4.60 207.00

2 Sand for filling Mahendratanaya 1.20 0.00 1.20 37.00 90.80 36.00 0.00 0.00 (-)9.20 154.60

3 Sand for Mortar Mahendratanaya 1.20 0.00 1.20 89.00 90.80 36.00 0.00 0.00 (-)9.20 206.60

4 Granite stone(225mm) for revetment J.L.Kota 12.00 0.00 12.00 102.00 162.00 45.00 0.00 0.00 (-)15.20 293.80

5 40mm HBG metal-SS5 J.L.Kota 12.00 0.00 12.00 385.00 162.00 45.00 60.00 0.00 (-)15.20 636.806 20mm HBG metal-SS5 J.L.Kota 12.00 0.00 12.00 650.00 162.00 45.00 60.00 162.50 (-)15.20 1064.30

7 Quarry rubbish J.L.Kota 12.00 0.00 12.00 20.50 162.00 0.00 0.00 0.00 (-)9.20 173.30

8 Soling stone 150mm size J.L.Kota 12.00 0.00 12.00 65.50 162.00 45.00 0.00 0.00 (-)15.20 257.30

9 Jeddy stone for aprons 450 to 600mm size J.L.Kota 12.00 0.00 12.00 136.00 162.00 45.00 0.00 0.00 (-)15.20 327.80

1.Certified that the above leads are correct to the best of my knowledge



Lead in Kms

LEAD STATEMENT


19/188

Hydraulic Particulars:-

1.Maximum Flood Level 103.55m

2.Ordinary Flood level 101.11m

3.Lowest Bed level 97.01m

4.Average bed slope 0.0008

5.Rugosity Coefficient 0.03

6.Bottom of deck proposed 104.15m

7.Road Crest level 104.990m

8.Width of carriage way 7.50m

9.Catchment area 176.62SqKm

10.Dickens constant 13.00

11.Ryve's constant 6.80

Soil Particulars:-

0.00 to 2.00m Silty clay

2.00 to 5.00m Silty sand

5.00 to 7.00m Fine sand

Above 7.00m Coarse sand

Discharge Calculations:-

1)Area Velocity method:-

a)At the proposed bridge site:-

Maximum Flood level 103.55m

Slope 0.0008

Rugosity Coefficient 0.03

S.No Chainage R.L Depth of Average Distance Area Wetted

flow depth of (m) (Sqm) perimeter (m) flow (m)

(m)

1 0 103.55 0.00 0.00 0.00 0.00 0.00

2 20 101.35 2.20 1.10 20.00 22.00 20.05

3 45 99 43 1 92 2 06 25 00 51 50 25 05

DESIGN OF HIGH LEVEL BRIDGE ON THE ROAD FROM BARUVA TO BATTIGALLURU

2/3 1/2


20/188

Velocity V = 1/nX(R2/3

XS1/2

) 1.36m/sec

Discharge Q = AXV 356.35Cumecs

b)At 400m Upstream of proposed bridge site:-

Maximum Flood level 103.59m

Slope 0.0008



flow depth of (m) (Sqm) perimeter

(m) flow (m)

(m)

1 0 103.59 0.00 0.00 0.00 0.00 0.002 20 101.85 1.74 0.87 20.00 17.40 20.05

3 45 99.93 1.92 1.83 25.00 45.75 25.05

4 65 98.62 1.31 1.61 20.00 32.30 20.05

5 85 97.51 1.11 1.21 20.00 24.20 20.05

6 110 100.37 2.86 1.99 25.00 49.63 25.06

7 130 102.39 2.02 2.44 20.00 48.80 20.05

8 150 103.73 1.34 1.68 20.00 33.60 20.06

251.68 150.37

Hydraulic Radius R= Total area/Wetted perimeter = 1.67

Velocity V = 1/nX(R2/3

XS1/2

) 1.33m/sec

Discharge Q = AXV 334.73Cumecs

c)At 400m Downstream of proposed bridge site:-

Maximum Flood level 103.35mSlope 0.0008



flow depth of (m) (Sqm) perimeter

(m) flow (m)

(m)

1 0 102.85 0.00 0.00 0.00 0.00 0.00

2 20 99.85 3.00 1.50 20.00 30.00 20.053 45 98.93 0.92 1.96 25.00 49.00 25.05

4 65 97.62 1.31 1.11 20.00 22.30 20.05

5 85 96.12 1.50 1.41 20.00 28.10 20.05

6 110 99.37 3.25 2.38 25.00 59.38 25.06

7 130 101.39 2.02 2.64 20.00 52.70 20.05

8 150 102.73 1.34 1.68 20.00 33.60 20.06

)Di k ' f l


21/188

a)Dicken's formula:-

Q = CM3/4

= 629.83Cumecs

b)Ryve's formula:-

Q = CM

2/3

= 214.43Cumecs

Maximum Discharge = 629.83Cumecs

Maximum Velocity = 1.41m/sec

Ventway Calculations(H.F.L Condition):-

Assuming afflux = x = 0.15m

Width of river at H.F.L = 150.00mClear span = 13.30m

Depth of flow = di = 6.54m

Head due to velocity of approach = (Vmax /2g)X[di/(di+x)] 0.097m

Combined head due to Velocity of approach and hi = 0.247m

afflux

Velocity through vents Vv = 0.90X(2ghi) = 1.98m/sec

Linear water way required LWW = Qd/(VvXdi) = 48.61m

No.of vents required = LWW /LC = 3.654887218

As per the width of the river = 11.27819549

at H.F.L

No.of vents to be provided 12Nos

No.of piers = 11Nos

Afflux Calculations(H.F.L Condition):-

Un obstructed area of cross section = A = 262.03Sqm

Total vented area provided = No.of ventsXClear spanX(BDL-LBL) = 1139.54Sqm

Which is greater than the Un obstructed area of cross section

Using Orifice formula for calculation of discharge

Q = CoX (2g) X L X DdX [h+(1+e)u /2g]

In the present case,


22/188

448.61 = 0.89X4.43X69X3.7X[h+1.6u2/2g]

1/2

0.198632 = h + 0.0815u

At just upstream of the bridge

Q = W X (Dd+ h) X u

448.61 = 80X[3.70+h]u

u = 5.607/(3.70+h)

Substituting

0.1986 = h + 0.0815[5.607/(3.70+h)]2

Solving h = 12 cm,which is already accounted for.

Scour Depth Calculations:-

Discharge for design of foundations = 1.30XMax.Discharge = 837.67Cumecs

Lacey's Silt factor for very fine silt = 1.76Xm1/2

= 1.5

Discharge per metre width of foundations = q = 5.249

Normal scour depth D = 1.34(q2/f)

1/3= 3.50m

Maximum scour depth Dm = 2.0XD = 7.00m

Depth of foundation = Dm + Max.of 1.2m or 1/3 D m= 9.33m

Bottom level of foundation = 94.22m

Depth of foundation below low bed level = 2.79m

Individual well foundations are proposed due to poor bearing capacity of soil in shallow depths

The well foundations are proposed to be found at a depth of 11.75m from Lowest bed level

No launching aprons,cut off walls are proposed.




23/188

95.00

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

0 10 20 30 40 50 60 70 80 90 100 110 120 130

Cross section at Proposed Bridge site


24/188

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

Cross section at 400m U/S of the Proposed Bridge site


25/188

95.00

96.00

0 10 20 30 40 50 60 70 80 90 100 110 120 130

96.00

97.00

98.00

99.00

100.00

101.00

102.00

103.00

104.00

Cross section at 400m D/S of the Proposed Bridge site


26/188

95.000 10 20 30 40 50 60 70 80 90 100 110 120 130


27/188

140 150


28/188


29/188

140 150


30/188

140 150

Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER


31/188

F- Level 100.100 102.020 102.075 102.120 102.075 102.020 100.100

G- Level 100.100 100.500 101.505 101.550 101.505 100.300 100.100

Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area

1 2 3 4 5 6 7 8

1 -5.670 100.100 100.100 0.000 0.000 0.000 0.000

2 -3.750 102.020 100.500 1.520 0.760 1.920 1.459

3 -1.875 102.075 101.505 0.570 1.045 1.875 1.959

4 0.000 102.120 101.550 0.570 0.570 1.875 1.069

5 1.875 102.075 101.505 0.570 0.570 1.875 1.069

6 3.750 102.020 100.300 1.720 1.145 1.875 2.1477 5.670 100.100 100.100 0.000 0.860 1.920 1.651

9.354


F- Level 99.750 102.460 102.515 102.560 102.515 102.460 99.900

G- Level 99.750 100.100 100.955 101.000 100.955 100.200 99.900


1 2 3 4 5 6 7 8

1 -6.460 99.750 99.750 0.000 0.000 0.000 0.000

CROSS SECTION AT - 0/000


98.000

99.000

100.000

101.000

102.000

103.000

-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000

99.000

100.000

101.000

102.000

103.000

104.000

-7.000 -6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000

103 000


32/188

F- Level 99.750 102.900 102.955 103.000 102.955 102.900 99.700

G- Level 99.750 99.950 100.255 100.300 100.255 99.850 99.700


1 2 3 4 5 6 7 8

1 -6.900 99.750 99.750 0.000 0.000 0.000 0.000

2 -3.750 102.900 99.950 2.950 1.475 3.150 4.646

3 -1.875 102.955 100.255 2.700 2.825 1.875 5.297

4 0.000 103.000 100.300 2.700 2.700 1.875 5.063

5 1.875 102.955 100.255 2.700 2.700 1.875 5.063

6 3.750 102.900 99.850 3.050 2.875 1.875 5.391

7 6.950 99.700 99.700 0.000 1.525 3.200 4.880

30.339


F- Level 101.570 103.340 103.395 103.440 103.395 103.340 101.500

G- Level 101.570 102.210 102.535 102.580 102.535 101.920 101.500

Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area1 2 3 4 5 6 7 8

1 -5.520 101.570 101.570 0.000 0.000 0.000 0.000

2 -3.750 103.340 102.210 1.130 0.565 1.770 1.000

3 -1.875 103.395 102.535 0.860 0.995 1.875 1.866

4 0 000 103 440 102 580 0 860 0 860 1 875 1 613



99.000

100.000

101.000

102.000

103.000

-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8

99.000

100.000

101.000

102.000

103.000

104.000

-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8

101 000

102.000


33/188

F- Level 99.160 103.780 103.835 103.880 103.835 103.780 99.170

G- Level 99.160 98.410 98.805 98.850 98.805 98.410 99.170


1 2 3 4 5 6 7 8

1 -8.370 99.160 99.160 0.000 0.000 0.000 0.000

2 -3.750 103.780 98.410 5.370 2.685 4.620 12.405

3 -1.875 103.835 98.805 5.030 5.200 1.875 9.7504 0.000 103.880 98.850 5.030 5.030 1.875 9.431

5 1.875 103.835 98.805 5.030 5.030 1.875 9.431

6 3.750 103.780 98.410 5.370 5.200 1.875 9.750

7 8.360 99.170 99.170 0.000 2.685 4.610 12.378

63.145


F- Level 99.100 104.060 104.115 104.160 104.115 104.060 99.150

G- Level 99.100 97.640 98.055 98.100 98.055 97.460 99.150


1 2 3 4 5 6 7 8

1 -8.710 99.100 99.100 0.000 0.000 0.000 0.0002 -3.750 104.060 97.640 6.420 3.210 4.960 15.922

3 -1.875 104.115 98.055 6.060 6.240 1.875 11.700

4 0.000 104.160 98.100 6.060 6.060 1.875 11.363

5 1.875 104.115 98.055 6.060 6.060 1.875 11.363

6 3.750 104.060 97.460 6.600 6.330 1.875 11.869

7 8 660 99 150 99 150 0 000 3 300 4 910 16 203



98.000

99.000

100.000

101.000

-9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9

97.000

98.000

99.000

100.000

101.000

102.000

103.000

104.000

105.000

-9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9

98 000

99.000

.


34/188

F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990

G- Level 101.215 101.260 101.305 101.350 101.305 101.260 101.215


1 2 3 4 5 6 7 8

1 -3.750 104.990 101.215 3.775 1.888 0.000 0.000

2 -3.750 104.990 101.260 3.730 1.865 0.000 0.000

3 -1.875 104.990 101.305 3.685 3.708 1.875 6.952

4 0.000 104.990 101.350 3.640 3.663 1.875 6.867

5 1.875 104.990 101.305 3.685 3.663 1.875 6.867

6 3.750 104.990 101.260 3.730 3.708 1.875 6.9527 3.750 104.990 101.215 3.775 3.753 0.000 0.000

27.638


F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990

G- Level 99.120 99.230 99.340 99.430 99.340 99.230 99.120


1 2 3 4 5 6 7 8

1 -3.740 104.990 99.120 5.870 2.935 0.000 0.000

2 -3.750 104.990 99.230 5.760 2.880 0.010 0.029

3 -1.875 104.990 99.340 5.650 5.705 1.875 10.697

4 0.000 104.990 99.430 5.560 5.605 1.875 10.5095 1.875 104.990 99.340 5.650 5.605 1.875 10.509

6 3.750 104.990 99.230 5.760 5.705 1.875 10.697

7 3.750 104.990 99.120 5.870 5.815 0.000 0.000

42.441




96.000

97.000

98.000

-12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12

99.000

100.000

101.000

102.000

103.000

104.000

105.000

106.000

-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000

97.000

.

-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000


35/188

F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990

G- Level 97.430 97.650 97.890 98.120 97.890 97.650 97.430


1 2 3 4 5 6 7 8

1 -3.740 104.990 97.430 7.560 3.780 0.000 0.000

2 -3.750 104.990 97.650 7.340 3.670 0.010 0.037

3 -1.875 104.990 97.890 7.100 7.220 1.875 13.538

4 0.000 104.990 98.120 6.870 6.985 1.875 13.097

5 1.875 104.990 97.890 7.100 6.985 1.875 13.097

6 3.750 104.990 97.650 7.340 7.220 1.875 13.538

7 3.750 104.990 97.430 7.560 7.450 0.000 0.000

53.305


F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990

G- Level 96.450 96.680 96.890 97.010 96.890 96.680 96.450


1 -3.740 104.990 96.450 8.540 4.270 0.000 0.000

2 -3.750 104.990 96.680 8.310 4.155 0.010 0.042

3 -1.875 104.990 96.890 8.100 8.205 1.875 15.384

4 0.000 104.990 97.010 7.980 8.040 1.875 15.075

5 1.875 104.990 96.890 8.100 8.040 1.875 15.075

6 3.750 104.990 96.680 8.310 8.205 1.875 15.384

7 3.750 104.990 96.450 8.540 8.425 0.000 0.00060.960




6.000 5.000 4.000 3.000 2.000 1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000

96.000

97.000

98.000

99.000

100.000101.000

102.000

103.000

104.000

105.000

106.000

-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000

105.000

106.000

F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990

G- Level 99.450 99.560 99.690 99.870 99.690 99.560 99.450

CROSS SECTION AT 0/200


36/188


1 2 3 4 5 6 7 8

1 -3.740 104.990 99.450 5.540 2.770 0.000 0.000

2 -3.750 104.990 99.560 5.430 2.715 0.010 0.027

3 -1.875 104.990 99.690 5.300 5.365 1.875 10.059

4 0.000 104.990 99.870 5.120 5.210 1.875 9.769

5 1.875 104.990 99.690 5.300 5.210 1.875 9.769

6 3.750 104.990 99.560 5.430 5.365 1.875 10.059

7 3.750 104.990 99.450 5.540 5.485 0.000 0.000

39.683


F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990

G- Level 101.755 101.800 101.845 101.890 101.845 101.800 101.755


1 2 3 4 5 6 7 8

1 -3.750 104.990 101.755 3.235 1.618 0.000 0.0002 -3.750 104.990 101.800 3.190 1.595 0.000 0.000

3 -1.875 104.990 101.845 3.145 3.168 1.875 5.939

4 0.000 104.990 101.890 3.100 3.123 1.875 5.855

5 1.875 104.990 101.845 3.145 3.123 1.875 5.855

6 3.750 104.990 101.800 3.190 3.168 1.875 5.939

7 3.750 104.990 101.755 3.235 3.213 0.000 0.000

23.588




101.000

102.000

103.000

104.000

105.000

106.000

-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11

105.000

106.000


1 2 3 4 5 6 7 8


37/188

1 -3.750 104.990 103.095 1.895 0.947 0.000 0.000

2 -3.750 104.990 103.140 1.850 0.925 0.000 0.000

3 -1.875 104.990 103.185 1.805 1.827 1.875 3.427

4 0.000 104.990 103.230 1.760 1.782 1.875 3.342

5 1.875 104.990 103.185 1.805 1.782 1.875 3.342

6 3.750 104.990 103.140 1.850 1.827 1.875 3.427

7 3.750 104.990 103.095 1.895 1.873 0.000 0.000

13.537


F- Level 101.490 104.640 104.695 104.740 104.695 104.640 101.480

G- Level 101.490 102.030 102.480 103.130 102.580 102.230 101.480


1 2 3 4 5 6 7 8

1 -6.900 101.490 101.490 0.000 0.000 0.000 0.000

2 -3.750 104.640 102.030 2.610 1.305 3.150 4.111

3 -1.875 104.695 102.480 2.215 2.413 1.875 4.523

4 0.000 104.740 103.130 1.610 1.913 1.875 3.5865 1.875 104.695 102.580 2.115 1.863 1.875 3.492

6 3.750 104.640 102.230 2.410 2.262 1.875 4.242

7 6.910 101.480 101.480 0.000 1.205 3.160 3.808

23.762



98.000

99.000

100.000

101.000

102.000

103.000

104.000

105.000

-9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9

102.000

103.000

104.000

105.000

1 -6.880 101.010 101.010 0.000 0.000 0.000 0.000

2 -3.750 104.140 101.550 2.590 1.295 3.130 4.053

3 -1 875 104 195 102 000 2 195 2 392 1 875 4 486


38/188

3 1.875 104.195 102.000 2.195 2.392 1.875 4.486

4 0.000 104.240 102.650 1.590 1.892 1.875 3.548

5 1.875 104.195 102.100 2.095 1.842 1.875 3.455

6 3.750 104.140 101.750 2.390 2.242 1.875 4.205

7 6.890 101.000 101.000 0.000 1.195 3.140 3.752

23.499


F- Level 101.480 103.640 103.695 103.740 103.695 103.640 101.470

G- Level 101.480 102.020 102.470 103.120 102.570 102.220 101.470


1 -5.910 101.480 101.480 0.000 0.000 0.000 0.000

2 -3.750 103.640 102.020 1.620 0.810 2.160 1.750

3 -1.875 103.695 102.470 1.225 1.422 1.875 2.667

4 0.000 103.740 103.120 0.620 0.922 1.875 1.730

5 1.875 103.695 102.570 1.125 0.872 1.875 1.636

6 3.750 103.640 102.220 1.420 1.272 1.875 2.386

7 5.920 101.470 101.470 0.000 0.710 2.170 1.541

11.709



100.000

101.000

102.000

103.000

104.000

105.000

-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8

100.000

101.000

102.000

103.000

104.000

105.000

4 0.000 103.240 102.670 0.570 0.872 1.875 1.636

5 1.875 103.195 102.120 1.075 0.822 1.875 1.542

6 3.750 103.140 101.770 1.370 1.222 1.875 2.292


39/188

6 3.750 103.140 101.770 1.370 1.222 1.875 2.292

7 5.870 101.020 101.020 0.000 0.685 2.120 1.452

11.152


F- Level 100.730 102.640 102.695 102.740 102.695 102.640 100.720

G- Level 100.730 101.270 101.720 102.370 101.820 101.470 100.720


1 2 3 4 5 6 7 8

1 -5.660 100.730 100.730 0.000 0.000 0.000 0.000

2 -3.750 102.640 101.270 1.370 0.685 1.910 1.308

3 -1.875 102.695 101.720 0.975 1.172 1.875 2.198

4 0.000 102.740 102.370 0.370 0.672 1.875 1.261

5 1.875 102.695 101.820 0.875 0.622 1.875 1.167

6 3.750 102.640 101.470 1.170 1.022 1.875 1.917

7 5.670 100.720 100.720 0.000 0.585 1.920 1.123

8.975


100.000

101.000

102.000

103.000

104.000

105.000

-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000


40/188


41/188


42/188


43/188


44/188


45/188


46/188

104.74


47/188


48/188


49/188


50/188


51/188


52/188


53/188

*-

ABSTRACT QUANTITY OF QUARRY RUBBISH FOR APPROA


54/188

Name of the Work: Construction of High level Bridge on the R/F Baruva to Batt

Sl.No. Chainage Area Mean Distance Quantity1 2 3 4 5 6

1 0 9.354 0.000 0.00 0.000

2 20 19.197 14.275 20.00 285.510

3 40 30.339 24.768 20.00 495.356

4 60 9.535 19.937 20.00 398.733

5 80 63.145 36.340 20.00 726.796

6 100 78.418 70.782 20.00 1415.634

7 120 27.638 53.028 0.00 0.0008 140 42.441 35.039 0.00 0.000

9 160 53.305 47.873 0.00 0.000

10 180 60.960 57.133 0.00 0.000

11 200 39.683 50.322 0.00 0.000

12 220 23.588 31.635 0.00 0.000

13 240 13.537 18.563 0.00 0.000

14 260 23.762 18.650 10.00 186.499

15 280 23.499 23.631 20.00 472.617

16 300 11.709 17.604 20.00 352.084

17 320 11.152 11.431 20.00 228.61318 350 8.975 10.064 30.00 301.914

TOTAL QUANTITY 4863.76Cum

NOTE:-As the side earth is not suitable for formation of embankment,quarry rubbis

Asst.Executive Engineer Dy.Exe.Engineer


ABSTRACT QUANTITY OF QUARRY RUBBISH FOR APPROA


55/188


56/188


57/188


58/188


59/188


60/188


61/188


62/188


63/188


64/188


65/188


66/188


67/188


68/188


69/188


70/188


71/188


72/188


73/188


74/188


75/188


76/188


77/188


78/188


79/188


80/188


81/188


82/188


83/188


84/188


85/188


86/188


87/188


88/188


89/188


90/188


91/188


92/188


93/188


94/188


95/188


96/188


97/188


98/188


99/188


100/188


101/188


102/188


103/188


104/188


105/188


106/188


107/188


108/188


109/188


110/188


111/188


112/188


113/188


114/188

Total Quantity of Earth work 9727.515

Deduct Crust Portion

Earth work Quantity -19177.387

Asst. Exe.Engineer Deputy Exe.Engineer Executive Engineer

PR,Ichapuram PR,Ichapuram PR,Tekkali


115/188

igalluru

Remarks

7

CHES


116/188

h is proposed.


117/188


118/188


119/188


120/188


121/188


122/188


123/188


124/188


125/188


126/188


127/188


128/188


129/188


130/188


131/188


132/188


133/188


134/188


135/188


136/188


137/188


138/188


139/188


140/188


141/188


142/188


143/188


144/188


145/188


146/188


147/188


148/188


149/188


150/188


151/188


152/188


153/188


154/188


155/188


156/188


157/188


158/188


159/188


160/188


161/188


162/188


163/188


164/188


165/188


166/188


167/188


168/188


169/188


170/188


171/188


172/188


173/188


174/188


175/188


176/188

Superintending Engineer

PR,Srikakulam


177/188


Est.Cost:- Rs.437.00 lakhs

S.No Quantity Description Rate Per Amount

1 Cement Mortor (1:3) (1:5) (1:6)

1.00Cum Cost of sand 206.60 206.60 206.60

5800/1MT Cost of SR Cement 2784.00 1670.40 1392.001.00Cum Mixing charges 19.00 19.00 19.00

3009.60 1896.00 1617.60


and all labour charges including machine mixing charges

0.92Cum Cost of 40mm HBG metal 636.80 1Cum 585.86

0.46Cum Cost of sand 206.60 1Cum 95.04

220.00Kg Cost of SR cement 5800.00 1000Kg 1276.00

1.00Cum Labour charges 449.20 1Cum 449.20

1.00Cum Centring charges 601.00 1Cum 601.00

DATA SHEET


178/188

1.00Cum Machine mixing charges 37.50 1Cum 37.50

Add VAT@4% 121.78

3166.38



0.92Cum Cost of 40mm HBG metal 636.80 1Cum 585.86


166.00Kg Cost of SR cement 5800.00 1000Kg 962.801.00Cum Labour charges 449.20 1Cum 449.20



Add VAT@4% 109.26

2840.65



0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16

0.46Cum Cost of sand 206.60 1Cum 95.04331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80



Add VAT@4% 139.23

3619.92


5 Sand filling in foundations including watering and ramming including cost and conveyance of all materials




Add VAT@4% 6.68

173.78

6 Granite stone dry packing for revetment using 300mm size Rough stone including cost and conveyance of all materials and all labour charges etc.complete.

1.10Cum Rough stone 300m for revetment 293.80 1Cum 323.18

1.00Cum Labour charges 300.40 1Cum 300.40Add VAT@4% 24.94

648.52

7 Ganite stone packing for revetment with concrete grouting using CC(1:4:8) using 300mm size Rough stone including cost and conveyance of all materials and all labour charges

etc.complete.

1.10Cum Rough stone 300m for revetment 293.80 1Cum 323.18


0.25Cum CC(1:4:8) 2731.39 1Cum 682.85

Add VAT@4% 52.26

1358.69

8 CC(1 2 ) 20 G f


179/188



fabrication charges of steel for bed blocks of culverts






1.00Cum Centring charges 679.00 1Cum 679.001.00Cum Vibrating Charges 38.50 1Cum 38.50

Add VAT@4% 181.74

4725.13



fabrication charges of steel for deck slab of culverts



331.00Kg Cost of SR cement 5800.00 1000Kg 1919.801.00Cum Labour charges 794.40 1Cum 794.40



1.00Cum Vibrating Charges 38.50 1Cum 38.50

Add VAT@4% 211.78

5506.17


10 Collection and supply of Quarry Rubbish from the approved quarry and stacking at the site including conveyance charges etc.complete for widening and

filling including spreading,watering and rolling with power road roller of 8-10 Tonnes capacity including the hire charges of PRR

1.50Cum Cost of Quarry Rubbish 173.30 1Cum 259.95

1.00Cum Labour charges for filling 12.50 1Cum 12.50

1.00Cum Rolling charges with PRR 88.50 10Cum 8.85

Add VAT@4% 11.25

292.55


like Black Cotton soils,red earth etc complete

1.00Cum Earth work exacavation 33.50 1.00Cum 33.50 13.00 1.00Cum 13.00

1.00Cum Seinorage Charges 20.00 1.00Cum 20.00 20.00 1.00Cum 20.00

Add VAT@4% 2.14 0.66

55.64 33.66

12 Cost supply and fabrication charges of steel including cost of binding wire and all labour charges etc.complete

1 00Kg Cost and supply of Fe415 Steel 38 90 1 00Kg 38 90

Manual Machinery


180/188

1.00Kg Cost and supply of Fe415 Steel 38.90 1.00Kg 38.90

1.00Kg Fabrication charges 6.00 1.00Kg 6.00

Add VAT@4% 1.80

TOTAL 46.70

Bridge Data:-


like Black Cotton soils,red earth etc complete including dewatering below low water level

1.00Cum Earth work exacavation 33.50 1.00Cum 33.50

1.00Cum Seinorage Charges 20.00 1.00Cum 20.00

1.00Cum Dewatering charges 100.00 1.00Cum 100.00

Add VAT@4% 6.14

159.64


and all labour charges including machine mixing charges for

CC(1:2:4) for approach slab







Manual


Add VAT@4% 144.95

3768.64

15 CC(1:2:4) for curtain walls





1.00Cum Machine mixing charges 37.50 1Cum 37.501.00Cum Centring charges 601.00 1Cum 601.00

1.00Cum Bailing out of water 100.00 1.00Cum 100.00

Add VAT@4% 167.27

4348.96

16 Mild steel wrought and put up for well cutting edge with MS angles 2 Nos.of 100X100X12mm size and MS plate of size

200X12mm including cost and conveyance of steel to site and all labour charges for fabrication,welding,fixing in position

duly bent upto sharp,anchoring hooks,threading,bolting of all bent up rods of steining and fixing in position etc.complete

for cutting edges of well curbs under piers and abutments.

1.00MT Cost and supply of MS angles 38900.00 1.00MT 38900.001 00MT Fabrication charges 9500 00 1 00MT 9500 00


181/188

1.00MT Fabrication charges 9500.00 1.00MT 9500.00

Add MBA@20% 1900.00

Add VAT@4% 2012.00

TOTAL 52312.00

17 VRCC(1:11/2:3) mix using 20mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for well curbs of all wellsincluding bailing out of water and formation


VRCC(1:11/2:3) for well curbs








1.00Cum Bailing out of water 100.00 1Cum 100.00

Add VAT@4% 212.185516.78



fabrication charges of steel for well steining of all wellsincluding bailing out of water and formation



VRCC(1:2:4) for well steining








1.00Cum Bailing out of water 100.00 1Cum 100.00Add VAT@4% 185.74

4829.13

19 VCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for top plugging of all wellsincluding bailing out of water and formation


VCC(1:2:4) for top plugging of well

0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.160.46Cum Cost of sand 206.60 1Cum 95.04


182/188





Add VAT@4% 140.77

3659.96

20 Well sinking in sandy and other loose soils under water either by manual labour,divers or dredgers,

weighing the top of steining to assist sinking etc.including dewatering and other incidental charges

such as hire charges for mechanical equipment etc.complete for wells upto 4m internal dia

1.00m Upto 2m below GL 11020.10 1.00m 11020.10 17218.9 1.00m 17218.91 29099.95 1.00m 29099.95

Add VAT@4% 440.80 688.76 1164.00

Total 11460.90 17907.66 30263.95

1.00m From 2 to 4m below GL 13098.10 1.00m 13098.10 20465.8 1.00m 20465.78 34587.17 1.00m 34587.17

Add VAT@4% 523.92 818.63 1383.49

Total 13622.02 21284.41 35970.66


Add VAT@4% 576.59 900.93 1522.56

Total 14991.39 23424.05 39586.64


Add VAT@4% 634.84 991.94 1676.38

4.00m internal dia 5.00m internal dia 6.50m internal dia


Total 16505.94 25790.54 43586.01


Add VAT@4% 689.12 1076.74 1819.70

Total 17917.02 27995.34 47312.12


Add VAT@4% 699.12 1092.37 1846.10

Total 18177.02 28401.59 47998.68


Add VAT@4% 709.12 1107.99 1872.51

Total 18437.02 28807.84 48685.25

21 CC(1:2:4) mix with 10% extra cement using 20mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for bottom plugging of all wellsincluding bailing out of water and formation


CC(1:2:4) for bottom plugging of wells



183/188







Add VAT@4% 174.92

4548.02

22 Sand filling in between top and bottom pluggings including cost and conveyance of all materials


Sand filling



Add VAT@4% 6.68

173.78



fabrication charges of steel for well caps of all wellsincluding bailing out of water and formationof bunds for diversion of water etc.complete

VRCC(1:11/2:3) for well caps




S.No Quantity Description Rate Per Amount1.00Cum Labour charges 794.40 1Cum 794.40





Add VAT@4% 212.18

5516.78


and all labour charges including machine mixing and vibrating charges but excluding cost andfabrication charges of steel for piers,abutments,hammer head bed blocks and return wallsincluding bailing


VRCC(1:11/2:3) for Piers,abutments etc.






1.00Cum Centring charges 679.00 1Cum 679.001.00Cum Vibrating Charges 38.50 1Cum 38.50


184/188

Add VAT@4% 208.18

5412.78



fabrication charges of steel for bed blocks,backing walls,bearing pedastalsincluding bailing


VRCC(1:11/2:3) for bed blocks,backing walls etc.








Add VAT@4% 208.18

5412.78

26 Supplying and fixing of fully moulded type Neoprene Rubber Bearingof 500X320X84mm size

including the cost and conveyance of bearings and labour charges for fixing the same in position

confirming to specifications stipulated in specification for bridges and road works of MOST

drawings.

13440 50*32*8.4cc provisional rate 1.30 1.00cc 17472.00

Add VAT@4% 698.88

S.No Quantity Description Rate Per Amount18170.88



fabrication charges of steel for Beams of bridge.

VRCC(1:11/2:3) for Beams







Add VAT@4% 253.30

6585.90



fabrication charges of steel for deck slab of bridge.

CC( ) f f


185/188

VRCC(1:11/2:3) for deck slab of bridge








Add MBA@20% 158.88

Add VAT@4% 244.58

6359.05



fabrication charges of steel for wearing coat

VRCC(1:1:2) for wearing coat

0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.160.46Cum Cost of sand 206.60 1Cum 95.04






Add VAT@4% 237.18

S.No Quantity Description Rate Per Amount6166.69



fabrication charges of steel for approach slab

VRCC(1:2:4) for approach slab







Add VAT@4% 186.74

4855.34



fabrication charges of steel for hand rails&hand posts

VRCC(1:2:4) for hand rails and hand posts


186/188

VRCC(1:2:4) for hand rails and hand posts








Add VAT@4% 260.50

6773.10

Per RM 518.22

32 Providing gravel backing 150mm thickunder revetment including cost,sienorage and conveyance

of all materials to site including all labour charges etc.complete

1.18Cum Cost of gravel 207.00 1Cum 244.26

0.70Cum Man Mazdoor 130.00 1Cum 91.00

0.70Cum Woman Mazdoor 130.00 1Cum 91.00

Add VAT@4% 17.05443.31

33 Providing gravel filling behind abutment after laying filter mediaincluding cost,sienorage and

conveyance of gravel to site including spreading,watering,rolling with hand road roller etc.complete

with 1/3rd compaction including all labour charges etc.complete

S.No Quantity Description Rate Per Amount1.50Cum Cost of gravel 207.00 1Cum 310.50

1.00Cum Spreading,watering and rolling 203.00 10Cum 20.30

Add VAT@4% 13.23

344.03

34 Providing aprons with jeddy stone of 450mm to 600mm size including cost,seinorage and

conveyance of all materials including all labour charges etc.complete

1.10Cum Cost of Jeddy stone 327.80 1Cum 360.58

1.00Cum Labour charges 336.40 1Cum 336.40Add VAT@4% 27.88

724.86

35 Supplying and fixing of GI Drainage spouts complete as per MOST specification

No.2705.

1No MS grating 260X260mm at site 92.00 1No 92.00

1No 100mm dia GI pipe 1Rmt 782.30 1No 711.18

0.10Kg Cost of anti corrosive paint 325.00 1Kg 32.50

Add VAT@4% 33.43

869.11

36 Providing expansion joints including cost and conveyance of all materials from approved


187/188

36 Providingexpansion joints including cost and conveyance of all materials from approved

source to site fabricated with 2 Nos.MS angles of size 75X75X6mm for 7.5m 1 No.MS plate

of 140X6mm for 7.5m 200 Nos.of 12mm dia MS iron anchor bars of 30.6 Cms and

nuts including welding of MS plate and MS angles and also welding MS anchor bars and

fitting with anchor bolts and nuts including all labour charges for cutting,fixing and painting

the exposed faces of MS angles with anti corrosive paint including 4% TOT

1Rmt Provisional rate 1598.10 1Rmt 1598.10

37 Providing 100mm dia AC pipe for weep holesat 1m c/c in both horizontal and vertical

directions so that the weep holes in each horizontal row staggered from the weep holes

lying immediately above and below for abutmentys and wing walls including cost and

conveyance of AC pipe and labour charges for cutting to required length,placing the pipe

with a slope of 1:20 towards retaining face etc.complete for finished item of work

1Rmt Cost of 100m AC pipe Cl-15 102.09 1Rmt 102.09

Add CED@12% 12.25

Add VAT@4% 4.57

Add Conveyance @6% 6.13

Add for cutting&positioning 1.58126.62

38 Drilling of 150mm dia conformatory bore holesbelow water level in all types of soils at each

pier and abutment locations to required depth(excluding refusal strata) including transport

of boring craft and all other accessories to site,providing boring platform,drilling,insertion of

150mm dia MS casing pipe for collection of disturbed/undisturbed soil samples at 1.50m

interval or at the change strata for conducting various tests as per specifications,removing

S.No Quantity Description Rate Per Amountcasing pipe after completing boring works,incidental royalties etc.complete as per MOST

technical specification No.2400

1Rmt Provisional rate 450.00 1Rmt 450.00




188/188

battigalluru bridge data

Documents