bathupuram bridge estimate(latest design)

8/2/2019 Bathupuram Bridge Estimate(Latest Design)

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CONSTITUENCY : ICHAPURAM & PALASA

ESTIMATED COST : 435.56 lakhs

DISTRICT : SRIKAKULAM

CIRCLE : SRIKAKULAM

DIVISION : SRIKAKULAM

SUB DIVISION : SOMPETA

MANDAL : SOMPETA & MANDASA

PMGSY PHASE IX

CONSTRUCTION OF BRIDGE @ 0/0 ON ROAD FROM

BATHUPURAM TO CHINNAKOATA

GOVERNMENT OF ANDHRA PRADESH

DETAILED ESTIMATE

PANCHAYATRAJ ENGINEERING DEPARTMENT

HYDERABAD---INDIA


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Est.Cost.Rs.435.56 lakhs

Grant:-NABARD---INDIRAMMA

I.SCOPE:

II.PROVISIONS IN THE ESTIMATE(STRENGTHENING OF ROAD UPTO B.T.STANDARDS)

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III.DESIGN CRITERIA

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IV LIST OF BENIFITED VILLAGES

Name of the village Population

Bathupuram 479

Chinnakosta 619

Peddakosta 170

Gowdaguranti 385Tallguranti 242

Ambatikambaram 71

Kulladi 110

Tikkarapada 139

Balarampuram 151

The Bridge is of 7Vented 16.50mts effective span with Pile foundations as per MORT&H technical

specifications.

The width of Bridge is 7.50m and Super structure is Tbeam and slab type as per MOST drawings.

The Bridge has 3.30mts approaches with CC pavements and has RCC hand railing as per MOST

drawings.

Construction of high level T-beam bridge of 7 spans,each span being 16.50m with Pile foundations. Each

Abutment has 9 piles of each 1.2mts dia and Pier has 4 piles of each 1.0mt dia.Super structure is

consisting of RCC Simply supported T beam without footpaths type with 7.50mts carriage

way(Drawings:BD/13-76,BD/14-76&BD/15-76A).

Administrative Sanction:- The work "Construction of Bridge @ 0/0km on Road from Bathupuram to Chinnakosta"was administratively sanctioned vide GO MS No: 330 PR&RD (Progs II) dated 17.09.10 under PMGSY Phase IX

grant.

The Current SSR of 2010-2011 is adopted.

SPECIFICATION REPORT

Name of the work:-Construction of Bridge @ 0/0km on Road from Bathupuram to Chinnakosta

The proposed High level Bridge is connectiong the Bathupuram village to other 9 tribal villages in

Mandasa mandal of total 2636 population benifited out of which 1342 are tribals.The objective of the

original road ie., Providing BT to the R/F Bathupuram to chinnakosta proposed under PMGSY Phase II will

be fulfilled and is very much useful for the transportation of Agricultural products like Paddy,Coconut and

other Horticultural products like Cashew,Tribal produces like Termrind,Honey,Vegetables to the Market

centres in Sompeta.The nearest railway station,Sompeta is situated at about 15 Kms from the Road.There

is heavy pneumatic traffic such as trucks,tractors and iron wheel vehicles,Lorries on the road towards

connecting Mandal head quarters and NH-5.

Providing Protection works on both sides opf the river and CC pavements to both sides of Bridge

approaches to connect existing BT road.

The Highlevel Bridge is designed to carry design speed of 50Kmph


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2636

V.SOCIO-ECONOMIC CONDITIONS

A) Market yards: Ichapuram,Kanchili,Sompeta

B) Schools/Colleges: a)Ele.Schools 6

b)U.P.Schools 2

c)ZP High Schools 1

C) Hospitals: 3

D) Growth Centres: Nil

E) Industries: Coir Industry,Cashew factories.

F)Nature of crops grown: Coconut,Cashew,Paddy and Forest Products like termarind etc

VI.ESTIMATED AMOUNT

The estimate for the construction of high level bridge and necessary protection works is prepared

for an amount of Rs.435.56 lakhs.

Assistant Executive Engineer Dy. Executive Engineer Executive Engineer

PIU,Sompeta PIU,Sompeta PIU,Srikakulam

Superintending Engineer

PR,Srikakulam


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: 25.06.2010

:

: Rs.435.56 lakhs

: PMGSY Phase IX

: Sri.K.M.V.Prasada Rao,Dy.Exe.Engineer,PIU,Sompeta.

: Sri.M.Srinivasa Rao,Asst.Exe.Engineer,PIU,Sompeta.

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3

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5

6

7

SUPERINTENDING ENGINEER

PANCHAYAT RAJ SRIKAKULAM

INSPECTION REPORT OF THE SUPERINTENDING ENGINEER,PR,SRIKAKULAM

Present: Sri.B.Appalanaidu,B.Tech.,(FAC)

Date of inspection

Name of the work Construction of High level Bridge across the river

Mahendratanaya on Bathupuram chinnakosta Road.

Estimated Cost

Nature of grant

Officers Present:

INSPECTION NOTE

The proposed bridge site at Bathupuram was inspected on 25.6.2010.

The total width of the river Mahendratanaya is 115m at the proposed site at Bathupuram.During high

flood,the width of the river will be even more as per the local enquiry.The river at this point is very

deep.The river bed is composing of Coarse,fine sand and silt. The alignment of the existing road from

Bathupuram to Chinnakosta has to be altered to the proposed alignment of the bridge as the Bridge

alignment should be perpendecular to the stream.

Hence,the Deputy Executive,PIU,Sompeta and the Asst.Exe.Engineer,PIU,Sompeta are hereby directed to

prepare the Detailed Project Report with the following provisions:-

Approach road of 100mts to the Chinnakosta road side of the Bridge and 200mts to the

Bathupuram road side of the Bridge should be provided with CC Pavement.

Depending upon the observation of the high river banks and the road way is above HFL, it is felt

that High Level Bridge is necessary .

Depending upon the observation of the soil exploration obtained through trial bores and

economical aspects,it is felt that Pile foundations may be necessary instead of open foundationsas the hard strata(Rock) is available at deeper depth(ie., @ 10 to 11mts from LBL).

Depending upon the observation of the stream at HFL condition it is clearely evident that Linear

waterway of the stream should not be less than 115mts.

As the Bridge is to be connected by an important inter mandal all weather road the carriage way

width of 7.5mts is necessary.

As the stream is clean and has stright banks,no rifts or deep pools with fair surface the rugositycoefficient(n)may be taken as 0.03.

The protection work like revetment with the toe wall to both the banks of the River at Bridge site

should be provided.


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Est.Cost:Rs.435.56 lakhs

1 As per Sub Estimate 33644710

2 As per Sub Estimate 6977592

3 -------LS-------- 40000

4 -------LS-------- 100000

5

-------LS-------- 400000

6 -------LS-------- 767000

7 -------LS-------- 1626492

8 -------LS-------- 206TOTAL 43556000

Assistant Executive Engineer Dy. Executive Engineer

PIU,Sompeta PIU,Sompeta

Executive Engineer Superintending Engineer

PIU,Srikakulam PR,Srikakulam

Provision for VAT 4%

Provision for Technical Personnels

Provision for preparation of DPR,Sub soil

exploration,drilling of conformatory bore well and testing

etc

Provision towards Seinarage charges

Provision for unforseen items if any

Logo bards, Traffic sign boards and other road furniture

Approach Road and protection works

GENERAL ABSTRACT

Description of itemS.No Quantity Amount in

Rs

Construction of High level Bridge



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L B D

1

For Piers 4X7 11.50 322.00

322.00 7697.46 2478581

Rmt 1 Rmt

2

For abutments 9X2 11.70 210.60210.60 9991.81 2104275

Rmt 1 Rmt

3

For Piers 4X7 1.00 28.00For abutments 9X2 1.00 18.00

46.00 7587.24 349013

Rmt 1 Rmt

4

Levelling course below Pile cap(Under Piers)1X7 5.60 5.60 0.15

32.93

Levelling course below Pile cap(Under

Abutments) 1X2 10.60 5.80 0.1518.45

Deduct piles portion 7X22/8X2 1.00 1.00 0.15 -1.65Levelling course below Approach slab 1X2 3.50 7.85 0.30 16.49

66.22 3990.18 264230

Cum 1Cum

5

Pier Pile cap 1X7 5.40 5.40 1.50 306.18Deduct piles portion 7X22/8X4 1.00 1.00 0.15 -3.30Abutment Pile cap 1X2 10.40 5.60 1.50 174.72Deduct piles portion 2X22/8X9 1.80 1.80 0.15 -6.87

470.73 4839.52 2278106

Cum 1Cum

6

For piers 7x22/8 1.80 1.80 5.214 92.83For abutments 1X2 9.40 (1.80+1.2)/2 1.714 48.34

141.17 5525.17 779988

Cum 1Cum

7

For Return walls 1X4 7.60 (0.90+0.45)/2 3.40 69.77

69 77 5705 99 398107

DETAILED AND ABSTRACT ESTIMATE (BRIDGE WORK)


S.No Description of item Nos Measurements Quantity Rate/Per Amount

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as perDrawing and Technical Specifications in Section 1100, 1600 & 1700 MORTH and

removal of excavated earth with all lifts and lead upto 1000 m for Piles 1.0mt dia.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per

Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of

excavated earth with all lifts and lead upto 1000 m for Piles 1.2mt dia.

Providing MS steel Liner of 5mm thick for piles including fabricating and setting our as per

detailed drawings and as per MORT&H speficiations 1200&1900

Providing and laying of PCC M15 (Design Mix) leveling course 100mm thick below the

pile cap. and 2700(Levelling course below approach slab)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and

Technical Specifications in Section 1100, 1500 & 1700 MORTH

M25 grade Reinforced cement concrete in substructure complete as per drawings and

technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and

1500, 1700 & 2200 MORTH for Abutments & Piers

M25 grade Reinforced cement concrete in Substructure(Return walls upto 10mts height)

complete as per drawing and MORT&H technical specifications 1500,1700&2200


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L B D


Pier Cap 1X7 2.10 2.10 0.50 15.44Pier Hammer Head Bedblock(middle stright

portion)

1X7 2.10 2.10 1.80 55.57

Pier Hammer Head Bedblock(Side Tapper

portions)

2X7 2.15 1.80 1.35 36.58

Abutment Bed block 1X2 9.40 1.200 0.50 11.28Backing wall or Guard wall 1X2 9.40 0.45 1.986 16.81

135.68 5709.23 774629

Cum 1Cum

9

For Pier Bearing Pedastals 6X7 0.73 0.40 0.15 1.84For Abutments Bearing Pedastals 3X2 0.75 0.40 0.15 0.27

2.11 5552.75 11716Cum Cum

10

As per MOST drawings 1X8 61.20 489.60 8135.48 3983131

Cum Cum

11

1X2 140.58 281.16 1463.27 411413

Rmt 1Rmt

12

Wearing coat 1X1 140.58 7.50 0.075 79.08 5199.39 411168

Cum 1Cum

13

For Approach slab in between Returns 1X2 3.50 7.95 0.20 11.13 5355.68 59609

Cum Cum

14

90.00 54008.64 4860778

MT MT

15

70.00 54116.48 3788154

MT MT

16

Reinforced cement concrete M30 grade(upto 5mts) for Bearing Pedastals complete as

per drawing and MORT&H technical specifications 1500,1700&2200

Providing and laying reinforced cement concrete M25 in superstructure( Slab & T Beams)

as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD /

Sections 1500, 1600 & 1700 MORTH(Height 5 to 10mts)

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm,

true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to

centre spacing between vertical post not to exceed 2000 mm, leaving adequate space

between vertical post for expansion, complete as per approved drawings and technical

specifications, in sections 1500, 1600, 1700 & 2703 MORTH.

Providing and laying cement concrete wearing course M 30 grade including reinforcement

complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD

and 2702 MORTH

Reinforced cement concrete M30 approach slab including reinforcement and formwork

complete as per drawing and Technical specification 1500, 1600, 1700 & 2704 MORTH

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600

MORTH for Bars below 36 mm dia including over laps and wastage, where they are not

welded.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete

as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD /

Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and

wastage, where they are not welded.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per

drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600


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L B D


17

For Pier Bearing Pedastals 6X7 63.00 22.00 6.10 355093.20For Abutments Bearing Pedastals 3X2 63.00 22.00 6.10 50727.60

405820.80 0.95 386896

Nos 1No

18

In abutments(12X8=96nos per 1 Abutment) 2X96 192.00

In Return walls(6X7=42nos per 1 Return wall) 4X42 168.00

360.00 173.01 62283

Nos 1No

19

Granular crushed aggregate:

behind abutments 1X2 8.50 0.60 3.40 34.68

behind returns 1X4 3.50 0.60 3.40 28.5663.24 1079.68 68279

Cum Cum

20

For Pile caps sides(2*5.4+2*5.4=21.60) 1X7 21.60 1.50 226.80

For Abutment Pile caps

sides(2*10.4+2*5.60=32.0)

1X2 32.00 1.50 96.00

For Piers(3.14*1.80=5.652) 1X7 5.652 5.21 206.29

For Abutments(9.40+2*1.5=12.40) 1X2 12.40 1.71 42.51For Return walls out side 1X4 3.50 3.40 47.60

For Pier Caps(1.80*4=7.20) 1X7 7.20 0.50 25.20

For Hammer Head Bed

Blocks(1.8*2+6.4*2=16.2)1X7 16.40 1.80 206.64

For Abutment Bed

Blocks(9.40*2+1.2*2=21.20)

1X2 21.20 1.50 63.60

For Super Structure(139.661/0.25=558.664) 558.66

1473.30 299.92 441878

Sqm Sqm

21

2X45 90.00 4950.55 445550

No 1No

22

1X150 150.00 3840.85 576128

Rmt 1Rmt

23

(Assuming test conducted for 2 out of 52 piles

for 150MT each)

1X2 150.00 300.00 2280.00 684000

MT 1MT

24

Supplying, fitting and fixing in position true to line and level electrometric bearing

conforming to IRC:83 (Part-II) Section IX(fully moulded type Neoprene Rubber Bearings

of 500x400x96 mm. in 7 layers of 10 mm. each) complete, including all accessories as

per drawings and technical specification Clause 1207.1 MORD

Providing weep holes in brick masonry/stone masonry, 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 1(V):20(H) towards drawing face complete as per drawing

and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.

Providing and laying filter media with granular crushed aggregates as per specification to

a thickness of not less than 600 mm with smaller size towards the soil and bigger size

towards the wall and providing over the entire surface behind abutment, wing wall, return

wall to the full height, compacted to firm condition complete as per drawing and technical

specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH

Providing and applying 2 coats of water based cement paint to unplastered concrete

surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying

aint @ of 1 litre for 2 s m as er Tech S ecification 800 MORTH.

Drainage spouts complete as per drawing and technical specifications Clause 1209

MORD & 2705 MORTH

Providing and constructing one span service road to reach island location from one pier

location to another pier location as per Tech. Specification 1203 MORTH.

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) and as per

Tech Specification 1113 MORTH

Painting 2 coats with Plastic Emulsion paint in all shades on new plastered concrete


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L B D


For Hammer Head Bed

Blocks(1.8*2+6.4*2=16.2)1X7 16.40 1.80 206.64

For Abutment Bed

Blocks(9.40*2+1.2*2=21.20)1X2 21.20 1.50 63.60

For Super Structure(139.661/0.25=558.664) 558.66

Hand Railing(B/S) 1X2 140.58 1.50 421.74Kerb(0.225+0.225=0.450)(B/S) 1X2 140.58 0.675 189.79

1762.03 299.92 528475Sqm Sqm

25 Provision for expansion joints LS 50000

26 LS 300000

31 Provision for unforseen items if any 7369

33644710

Assistant Executive Engineer Dy. Executive EngineerPIU,Sompeta PIU,Sompeta

Executive Engineer Superintending EngineerPIU,Srikakulam PR, Srikakulam

Provision for anti-corrosion treatement (Nitozic Primer) to HYSD steel to prevent

corrosion. (1Ltr.per 5 sqm of steel surface and @ Rs. 700/- Ltr)


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69.78 Lakhs

L B D

1 2 3 4 5 6 7 8 9

1

For foundation of toe

walls 2 150.00 1.65 1.80 891.00

891.00 129.50 1 Cum 115383

2

For Base cocrete in

foundation of toe walls 2 150.00 1.65 0.30 148.50

148.50 3738.27 1 Cum 555134

3

For toe walls 2 150.00 (1.50+0.45)/2

2.50 731.25

731.25 3964.29 1 Cum 2898884

4

For Levelling of both the

banks of the River at

Bridge site before

Revetment

1800.00

1800.00 247.91 1 Cum 446240

5

For rivetment 2 150.00 9.00 0.20 540.00

540.00 430.28 1 Cum 232351

6

For rivetment 2 150.00 9.00 0.30 810.00

810.00 528.16 1 Cum 427810

7

Both sides to high level

bridge6306.25

6306.25 103.75 1 Cum 654281

8

Bathupuram side

approach road 1 200.00 4.00 0.20 160.00

Tallaguranti side

h d 1 150 00 4 00 0 20 120 00

DETAILED CUM ABSTRACT ESTIMATE

Sl No Description of the work No Measurements

Estimate Cost: Rs.

a) Construction of granular sub-base by providing well graded material, spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compactingwith three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density,

complete as per Technical Specification Clause 402 MORD


Sub Work: Approach Road and Protection works

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical

specifications Clause 1302 MORD / 2504 MORTH(Gravel Backing for Revetments as per APSS)

Per

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical

specifications Clause 1302 MORD / 2504 MORTH(Stone boulder)

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including

setting out, construction of shoring and bracing, removal of stumps and other deleterious material and

disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated

suitable material as per Technical Specification 305 MORD / 304 MORTH

Providing M10 concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded

hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing

for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and

1500, 1700 & 2100 MORTH.

Providing M15 Grade concrete for plain concrete in open foundations complete as per drawings and MORD

technical specifications Clause 802,803,1202&1203 for sub structure items like Toe walls

Construction of embankment with approved materials(Quarry Rubbish) from barrow pits with a lift upto

1.50mts ,transporting to site,spreading,grading to the required slope and compacting to meet requirement of

Tables 300.1 and 300.2 with a lead upto 1000mts as per Technical Specification Clause 301.5

Qty Rate

Construction of embankment with approved materials deposited at site from roadway cutting and excavation

from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet

requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH

As per EW calculation sheet


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L B D

1 2 3 4 5 6 7 8 9

Sl No Description of the work No Measurements Per AmountQty Rate

9

Bathupuram side

approach road 1 200.00 3.75 0.20 150.00

Tallaguranti side

approach road 1 150.00 3.75 0.20 112.50262.50 5667.44 1 Cum 1487704

10 Provision for soil testing and unforseen items if any 8596

Total: 6977592

Assistant Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer

PIU,Sompeta PIU,Sompeta PIU,Srikakulam PR,Srikakulam

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete

pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as

per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a

concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design,

laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film,

wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels,

rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including

provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel

bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete

slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing

and Technical Specification Clause 1501 MORD.


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S.N Description Qty Rate Per Amount

1 2 3 4 5 6

1 Plain cement Concrete complete as per Drawing and TechnicalSpecification 1200, 1500 & 1700 MORTH.PCC Grade M35 Design Mix(Vide 12C Bottom Plug)

Case 1 : Using Concrete Mixer

Unit = 1 cumTaking output = 15 cum

a) MaterialCement 6.29 5500.00 MT 34595.00Coarse sand 6.75 665.00 cum 4488.7540 mm Aggregate 5.40 894.70 cum 4831.3820 mm Aggregate 5.40 1449.70 cum 7828.3810 mm Aggregate 2.70 1094.70 cum 2955.69Admixture 21.60 54.00 Kg 1166.40

54699.20

b) LabourMason 1.50 285.00 Day 427.50Mazdoor (Unskilled) 20.90 215.00 Day 4493.50

4921.00

c) MachineryConcrete mixer (cap. 0.40/0.28 cum) 6.00 345.00 Hour 2070.00Generator 33 KVA 6.00 620.00 Hour 3720.00Light Crane of 3 tonnes capacity for handling tremie pipe 6.00 280.00 Hour 1680.00Add 5 per cent of cost of material and labour towards cost of forming sump, protective

bunds, chiselling and making arrangements for under water concreting with tremie pipe.2981.01

10451.01cost of 15 cum = a+b+c+d+e 70071.21Rate per cum = (a+b+c+d+e)/15 4671.41

2 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete asper Drawing and Technical Specifications in Section 1100, 1600 & 1700 MORTH

and removal of excavated earth with all lifts and lead upto 1000 m.

Pile diameter-1000 mm

Unit = meter

Taking output = 10 m

a) MaterialPCC Grade M35 7.85 4671.41 cum 36670.60Rate for concrete may be adopted same as for bottom plug vide item no.

12 ( C ) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

b) Machinery (for boring and construction)

Hire and running charges of hydrulic piling rig with power unit

&Bentonite Pum and complete accessories including shifting from one

bore location to another

6.00 4485.00 Hour 26910.00

Hire and running charges of light crane for lowering reinforcement

cage0.50 280.00 Hour 140.00

Loader 1 cum bucket capacity 0.40 1320.00 Hour 528.00Tipper 5.5cum capacity for disposal of muck from pipe bore hole 0.40 696.40 Hour 278.56Bentonite 350.00 6.00 Kgs 2100.00

29956.56

c) Labour

Mazdoor (unskilled) 4.16 215.00 Day 894.40

894 40

DATA SHEET (Bridge work)


Quantity

RBR-FNDN-4H

RBR-FNDN-25


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1 2 3 4 5 63 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as

per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and

removal of excavated earth with all lifts and lead upto 1000 m.

Pile diameter-1200 mm

Unit = meter

Taking output = 9 m

a) MaterialPCC Grade M35 10.17 4671.41 cum 47508.28Rate for concrete may be adopted same as for bottom plug vide item no. 12( C

) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

b) Machinery (for boring and construction)

Hire and running charges of hydrulic piling rig with power unit

&Bentonite Pum and complete accessories including shifting from onebore location to another

6.00 4485.00 Hour 26910.00

Hire and running charges of light crane for lowering reinforcement cage 0.50 280.00 Hour 140.00

Loader I cum bucket capacity. 0.50 1320.00 Hour 660.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole 0.50 696.40 Hour 348.20Bentonite 385.00 6.00 Kgs 2310.00

30368.20

c) Labour

Mazdoor (unskilled) 4.68 215.00 Day 1006.20

1006.20

(a+b+c) 78882.68d&e) Over head charges & contractor's profit @ 14% Excluding VAT 11043.58

Cost for 9 m = a+b+c+d+d+e 89926.26Rate per metre (a+b+c+d+e)/9 9991.81

Per Rmt

4 Providing MS steel Liner of 5mm thick for piles including fabricating

and setting our as per detailed drawings and as per MORT&H

speficiations 1200&1900

Unit = 1 MT

a) MaterialStructural steel including 5% wastage 1.05 42500.00 MT 44625.00Electrodes cutting gas and other consumables @ 5% on cost (a) above 2231.25

46856.25

b) Labour

Fitter 6.00 285.00 Day 1710.00Blacksmith 5.00 260.00 Day 1300.00Welder 5.00 285.00 Day 1425.00Mazdoor (Unskilled) 11.24 215.00 Day 2416.60

6851.60

Total (a+b) 53707.85d&e) Over head charges & contractor's profit @ 14% Excluding VAT 7519.10

Rate per 1 MT 61226.95

Rate per Rmt (123.92kg per meter) 7587.24

Per Rmt

5 Providing and laying of PCC M15 (Design Mix) leveling course 100mmthick below the pile cap.

Unit : 1 Cum

Taking our put = 15Cum

a) Material

Cement 4.13 5500.00 MT 22715.00Coarse Sand 6.75 665.00 cum 4488.7540mm HBG metal 8.10 894.70 cum 7247.0720mm HBG metal 4 05 1449 70 cum 5871 29

RBR-FNDN-26

RBR-FNDN-23

RBR-FNDN-40


14/41

1 2 3 4 5 6Generator 33KVa 6.00 620.00 Hour 3720.00

5790.00Total a+b+c 52502.35

d&e) Over head charges & contractor's profit @ 14% Excluding VAT 7350.33Cost for 15 cum = a+b+c+d+e 59852.68

Rate per metre (a+b+c+d+e)/15 3990.18Per 1Cum

6 Cement Concrete for Reinforced Concrete in Pile Cap complete as perDrawing and Technical Specifications in Section 1100, 1500 & 1700

MORTH

A. RCC Grade M20 (Design Mix)

Unit = cum

Taking output = 15 cum

a) Material

Cement 5.12 5500.00 MT 28160.00

Coarse Sand 6.75 665.00 cum 4488.7520mm HBG metal 8.10 1449.70 cum 11742.5710mm HBG metal 5.40 1094.70 cum 5911.38

50302.70

b) Labour

Mason 1.50 285.00 Day 427.50Mazdoor for concreting 20.90 215.00 Day 4493.50Mazdoor for breaking pile head,bending bars,cleaning etc., 1.00 215.00 Day 215.00

5136.00

c) Machinery

Consrete Mixer (cap 0.40/0.28 cum) 6.00 345.00 Hour 2070.00Generator 33KVa 6.00 620.00 Hour 3720.00

5790.00

Total a+b+c 61228.70d) Formwork @ 4% 2449.15

63677.85

e&f) Over head charges & contractor's profit @ 14% Excluding VAT 8914.90

Cost for 15 cum = a+b+c+d+e 72592.75Rate per metre (a+b+c+d+e)/15 4839.52

Per 1Cum

7 Reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and

1500, 1700 & 2200 MORTH for Abutments & Piers

VI R.C.C. grade M 25 (Design Mix)

Unit = Cum(i) Height upto 5m

Case I : Using concrete Mixer

Taking out put = 1cum

a) MaterialCement 0.403 5500.00 MT 2216.50Coarse Sand 0.450 665.00 cum 299.2520mm HBG metal 0.540 1449.70 cum 782.8410mm HBG metal 0.360 1094.70 cum 394.09

3692.68

b) LabourMason (1st Class) 0.10 285.00 Day 28.50Mazdoor (Unskilled) 1.39 215.00 Day 298.85

327.35

c) MachineryConsrete Mixer (cap 0.40/0.28 cum) 0.40 345.00 Hour 138.00Generator 33KVa 0.40 620.00 Hour 248.00

386.00

Total a+b+c 4406.03

RBR-FNDN-39

RBR-SBST-5


15/41

1 2 3 4 5 6d) Add on cost of material, labour and machinery (a+b+c) for Formwork 519.91

Add on cost of material, Labour and machinery excluding formwork to cater for

extra lift79.31

5005.25


Rate per cum = a+b+c+d+e+f 5705.99

8 M30 grade Reinforced cement concrete in Substructure(Pier cap,Pier

hammer head block&Abutment bed block upto 10mts height)

complete as per drawing and MORT&H technical specifications

1500,1700&2200

RCC Grade M30 (Design Mix) Per Cum Basic Cost of Labour, Material &

Machinery (a+b+c) of Chapter 11.4 (G) Case I excluding of Formwork

Height 5m to 10m

Unit = 1 Cum


a) Material

Cement 0.407 5500.00 MT 2238.50Coarse Sand 0.45 665.00 cum 299.2520mm HBG metal 0.54 1449.70 cum 782.8410mm HBG metal 0.36 1094.70 cum 394.09

3714.68

b) Labour

Mason 0.10 285.00 Day 28.50Mazdoor 1.39 215.00 Day 298.85

327.35

c) MachineryConsrete Mixer (cap 0.40/0.28 cum) 0.40 345.00 Hour 138.00Generator 33KVa 0.40 620.00 Hour 248.00

386.00

Total a+b+c 4428.03

d) Add on cost of material, labour and machinery (a+b+c) for Formwork 11.50% 509.22

Add on cost of material, Labour and machinery excluding formwork to

cater for extra lift

1.60% 70.85

5008.10e&f) Over head charges & contractor's profit @ 14% Excluding VAT 701.13


Per 1Cum

9 Reinforced cement concrete M30 grade(upto 5mts) for Bearing

Pedastals complete as per drawing and MORT&H technical

specifications 1500,1700&2200

RCC Grade M30 (Design Mix) Per Cum Basic Cost of Labour, Material &

Machinery (a+b+c) of Chapter 11.4 (G) Case I excluding of Formwork ie.,

(a+b+c) of 7th item

4428.03

d) Add on cost of material, labour and machinery (a+b+c) for Formwork 10.00% 442.80

4870.83



10 Providing and laying reinforced cement concrete M25 in superstructure(Slab & T Beams) as per drawing and technical specifications Clauses

800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700

MORTH(Height 5 to 10mts)

R.C.C M 25 Grade (Design Mix)

Unit = 1 Cum


a) Material

Cement 0 60 5500 00 MT 3300 00

RBR-SBST-5

RBR-FNDN-4

RBR-SBST-5

RBR-SPST-1


16/41

1 2 3 4 5 6327.35

c) Machinery


386.00

Total a+b+c 5489.53

d) Formwork @ 30%(Height between 5 to 10mts) 1646.86

7136.39

Over head charges & contractor's profit @ 14% Excluding VAT 999.09

8135.48

Per 1Cum

11 Supplying, fitting and placing HYSD bar reinforcement in foundation completeas per drawings and technical specifications Clauses 1000 and 1202 MORD &

1100, 1600 MORTH for Bars below 36 mm dia including over laps and


Unit = 1 MT

Taking out put = 1MT

a) Material

HYSD bars including 5% wastage and overlaps 1.05 43000.00 MT 45150.00Binding wire 6.00 55.00 MT 330.00

45480.00

b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith2.00 260.00 Day 520.00Mazdoor (Unskilled) 6.40 215.00 Day 1376.00

1896.00

47376.00

c&d) Over head charges & contractor's profit @ 14% Excluding VAT 6632.64

54008.64Per 1MT

12 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) insubstructure complete as per drawings and technical specification Clauses

1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars

below 36 mm dia including over laps and wastage, where they are not welded.

Unit = 1 MT


a) Material

HYSD bars including 5% wastage and overlaps 1.05 43000.00 MT 45150.00Binding wire 6.00 55.00 MT 330.00

45480.00

b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith 2.00 260.00 Day 520.00Mazdoor (Unskilled) 6.84 215.00 Day 1470.60

1990.60

47470.60


54116.48Per 1MT

13 Supplying, fitting, and placing HYSD bar reinforcement in superstructurecomplete as per drawing and technical specifications Clauses 1002, 1010 and

1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and


Unit = 1 MT


a) Material

RBR-FNDN-7

RBR-SBST-6

RBR-SPST-2


17/41

1 2 3 4 5 6


54930.44Per 1MT

14 Construction of precast RCC railing of M30 Grade, aggregate size notexceeding 12 mm, true to line and grade, tolerance of vertical RCC post

not to exceed 1 in 500, centre to centre spacing between vertical post not

to exceed 2000 mm, leaving adequate space between vertical post for

expansion, complete as per approved drawings and technical

specifications, in sections 1500, 1600, 1700 & 2703 MORTH.

Unit = 1 Rmt

Taking out put = 2X24mts span=48mts.

a) Material

i) Cement concrete M30 Grade Refer relevant item of concrete in Item 14.1(C)by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) of

7th item

4.092 4428.03 cum 18119.50

No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 =

0.069sqm, Concrete inVertical posts = 0.069 x 28 = 1.932 cum, Hand rail in3 tiers = 3 x

24 = 72 m, External area= 0.170 x 0.175 = 0.03sqm, Concrete in handrails = 0.03 x 72

= 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).

Add @10% (5%for formwork & 5% for handling and fixing of precast panels in

position1811.95

19931.45

ii) HYSD bar reinforcement Rate as per item No 14.2 (Excluding OH & CP) 0.865 48184.60 MT 41679.68

61611.13

b&c) Over head charges & contractor's profit @ 14% Excluding VAT 8625.56

Rate for 48 m (a+b+c) 70236.69Rate per metre (a+b+c)/48 1463.27

Per 1Rmt

15 Providing and laying cement concrete wearing course M 30 gradeincluding reinforcement complete as per drawing and technical

specifications Clauses 800 and 1206.3 MORD and 2702 MORTH

Unit = 1 Cum


a) Material

Cement 0.407 5500.00 MT 2238.50Coarse Sand 0.45 665.00 cum 299.2520mm HBG metal 0.54 1449.70 cum 782.8410mm HBG metal 0.36 1094.70 cum 394.09

3714.68

b) LabourMason (1st Class) 0.10 285.00 Day 28.50Mazdoor (Unskilled) 1.39 215.00 Day 298.85Mazdoor (Unskilled) for cleaning deck slab concrete surface 0.15 215.00 Day 32.25

327.35

c) Machinery


386.00Total a+b+c 4428.03

d) Formwork @ 3% of cost of concrete 132.84

4560.87e&f) Over head charges & contractor's profit @ 14% Excluding VAT 638.52

Rate per cum = a+b+c+d+e+f 5199.39Per 1Cum

16 Reinforced cement concrete M30 approach slab including reinforcement

RBR-SPST-7 (ii)

RBR-SPST-5


18/41

1 2 3 4 5 6b) Labour

Mason 1.50 285.00 Day 427.50Mazdoor 20.86 215.00 Day 4484.90

4912.40

c) Machinery


5790.00

Total a+b+c 66395.10

d Formwork @ 2% 1327.91

e) HYSD bar reinforcement Rate as per item No 12 (Excluding OH&CP) 0.05 54930.44 2746.522

70469.53

f&g) Over head charges & contractor's profit @ 14% Excluding VAT 9865.73

Rate per 15cum = a+b+c+d+e+f 80335.26Rate per metre (a+b+c+d+e+f+g)/15 5355.68

Per 1Cum

17 Providing weep holes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the

full width of the structures with slope of 1(V):20(H) towards drawing face

complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

MORD / 2706 & 2200 MORTH.

Unit = Nos

Taking out put = 30Nosa) Material

AC pipe 100 mm dia including wastage @ 5 per cent. Average length of weep hole is

taken as one metre for the purpose of estimating31.50 138.10 Rmt 4350.15

MS clamps 30.00Collar for AC pipe (average taking 10% of above pipe rate) 10.00% 435.02Cement mortar 1:3 (For rate refer to item 11.5 I) 4350.15

b) Labour

Mason 0.50 285.00 Day 142.50Mazdoor (Unskilled) 0.28 215.00 Day 60.20

202.704552.85


Cost for 30 Nos = (a+b+c+d) 5190.25Rate per No = (a+b+c+d)/30 173.01

Per 1No

18 Providing and laying filter media with granular crushed aggregates as perspecification to a thickness of not less than 600 mm with smaller size towards

the soil and bigger size towards the wall and providing over the entire surface

behind abutment, wing wall, return wall to the full height, compacted to firm

condition complete as per drawing and technical specification Clause 1204.3.8

MORD / 710.14 of IRC, 78 & 2200 MORTH

Unit = 1 Cum

Taking output =10cum

a) Labour

Mazdoor for filling,watering&ramming 7.32 215.00 Day 1573.80Mazdoor (Skilled) 1.00 215.00 Day 215.00

1788.80b) Material

Filter media of stone aggregate confirming to clause 2504.2.2 of

MORT&H specifications

Cost of materials

Fil di ifi i (50% li f 150 di d C

RBR-SBST-9

RBR-SBST-11


19/41

1 2 3 4 5 619 Supplying, fitting and fixing in position true to line and level electrometric bearing

conforming to IRC:83 (Part-II) Section IX(fully moulded type Neoprene Rubber

Bearings of 500x400x96 mm. in 7 layers of 10 mm. each) complete, including all

accessories as per drawings and technical specification Clause 1207.1 MORD

Unit = cubic centimeterConsidering an electrometric bearing of size 500 x 400 x 96 mm for this analysis,

Overall volume = 19200 cu.cm

Volume of 6 Nos 488x388x4 mm size reinforcing steel plates = 4545cu.cm.

Hence volume of elastomer = 14655 cu. cm.

Taking out put = 14655cu.cm

a) Labour

Mazdoor (Unskilled) 1.06 215.00 Day 227.90

Mazdoor (Skilled) 0.50 215.00 Day 107.50335.40

b) MaterialElectrometric bearing assembly consisting of 7 internal layers of elastomer bonded to 6

nos. internal reinforcing steel laminates by the process of vulcanisation, complete with all

components as per drawing and technical specification

19200.00 0.50 CC 9600.00

c&d) ver ea c arges & contractor's pro t 44% 30+14) xc u ng

VAT4371.58

Cost for 14655 cu.cm. of elastomeric bearing = a+b+c+d 13971.58

Rate per cu.cm of elastomeric bearing = (a+b+c+d)/14655

0.95Note : For such type of manufactured item, the overhead cost is taken as 30 per centinstead of 20 per cent

Per 1cu.cm

20 Drainage spouts complete as per drawing and technical specificationsClause 1209 MORD & 2705 MORTH

Unit = Nos

Taking out put = 1No

a) Material

i) Corrosion Resistant structural steel grating including 5% wastages 4.00 42500.00 MT 170.00

ii) GI pipe of 65mm dia 6.00 575.00 Mts 3450.00iii) GI Bolts 10mm dia 6.00 19.00 Nos 114.00

iv) Galvanised MS flat clamp 2.00 170.00 Nos 340.00

b Labour

For fabrication

Skilled Blacksmith,welder etc., 0.02 260.00 Day 5.20Mazdoor (Unskilled) 0.04 215.00 Day 8.60For fixing in position

Mason (1st Class) 0.01 285.00 Day 2.85Mazdoor (Unskilled) 0.21 215.00 Day 45.15

4135.80Add @ 5 per cent of cost of material and labour (a+b) for electrodes, gas

cutting, sealant, anti-corrosive bituminous paint, mild steel grating etc.

5.00% 206.79

4342.59


4950.55Per 1No

21 Providing and applying 2 coats of water based cement paint to unplasteredconcrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence

and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTH.

Unit = 1 Sqm

Taking out put = 10Sqm

a Labour

RBR-SPST-26

RBR-SBST-12

RBR-SPST-11


20/41

1 2 3 4 5 6Per 1Sqm

22 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV)and as per Tech Specification 1113 MORTH

Unit = 1 MT

Taking out put = 1MTa) Initial and routine load test 1.00 1000.00 MT 1000.00

b) Lateral load test 1.00 1000.00 MT 1000.00Note : Although, this item is incidental to work and is not required to be

included in BOQ of contract, the same is required to be added in the estimate

to assess cost of work.

Total a+b 2000.00


Rate per 1 MT 2280.00

Per 1MT

23 Providing and constructing one span service road to reach islandlocation from one pier location to another pier location as per Tech.

Specification 1203 MORTH.

Assuming span length 30 mts, width of service road is 10mts and

depth of water 3mtr

Unit = 1 Mtr

Taking out put = 30Mts

a) Material

i) Earth(3*450=1350) 1350.00 27.00 Cum 36450.00

ii) Sand Bags(3*300=900)(Rate as per SSR New Item 2 page38) 900.00 17.00 Nos 15300.00

51750.00

b) Labour

Mazdoor for filling sand bags,st iching and placing(3*6.24=18.72) 18.72 215.00 Day 4024.80

4024.80

c) MachineryFront end Loader 1 cum capacity 27.00 1320.00 Hour 35640.00Tipper 5.5 cum capacity 28.00 345.00 Hour 9660.00

45300.00

101074.80d&e) Over head charges & contractor's profit @ 14% Excluding VAT 14150.47

Cost for 30 m = (a+b+c+d+e) 115225.27Rate per m = (a+b+c+d+e)/30 3840.85

Per 1Rmt





RBR-FNDN-38

RBR-FNDN-10


21/41

Sl.N

o. Meterial Name of the Quarry Distance(km)

Unit Initial Cost BlastingCharges

Machine

crushingcharges

Conveyance

Deduct

stockingcharges

Net Amount

1 2 3 4 5 6 7 8 9 11 12

1. 40MM HBG metal SS5 Venkatapuram 33.00 1 Cum 500.00 70.00 324.70 894.70

2. 20MM HBG Chips SS5 Venkatapuram 33.00 1 Cum 844 70.00 211.00 324.70 1449.70

3 12MM HBG Chips SS5 Venkatapuram 33.00 1 Cum 688 70.00 172.00 324.70 1254.70

4 10MM HBG Chips SS5 Venkatapuram 33.00 1 Cum 560 70.00 140.00 324.70 1094.70

5 75MM HBG Chips SS5 Venkatapuram 33.00 1 Cum 260 70.00 324.70 654.70

6 Soling stone 150mm dia Venkatapuram 33.00 1 Cum 57.5 324.70 382.20

7 Sand for Motor Bahuda River 40.00 1 Cum 285 380.00 665.00

8 Sand for Filling Bahuda River 40.00 1 Cum 210 380.00 590.00

9 Cement Rate approved by GOAP 1 MT 5500 5500.00

10 HYSD Steel Bars Rate approved by GOAP 1 MT 43000 43000.00

11 Structural steel Rate approved by GOAP 1 MT 42500 42500.00

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

2 Certified that the materials are available in sufficient quantities.

3 Certified that the required metal and stone required blasting.

4 The estimate is prepared based on SSR 2008-2009.

Assistant Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer

PIU,Sompeta PIU,Sompeta PIU,Srikakulam PR, Srikakulam

LEADE STATEMENT (Bridge work)



22/41

S.N Description Qty Rate Per Amount

1 2 3 4 5 6

Excavation of structures:

1 Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and

other deleterious material and disposal upto a lead of 50 m,

dressing of sides and bottom and backfilling in trenches with

excavated suitable material as per Technical Specification

305 MORD / 304 MORTH

Ordinary soil

(I) Upto 3 m. depth

Unit = cum

Taking outpuot = 10 cum

(a) Labour

Mazdoor unskilled 3.64 215.00 day 782.60

Seinorage charges 10.00 22.00 cum 220.00

1002.60

Dewatering charges @ 10% 100.26

1102.86

Cost of Shoring and shuttering @3% 33.09

Basic rate per Cum 1135.95(b) Over head charges & contractor's profit @ 14% Excluding VAT 159.03

Cost for 10 cum = a+b+c 1294.98

Rate per cum = (a+b+c)/10 129.50

(II) 3 Mts to 6Mts depth

Unit = cum


(a) Labour


Seinorage charges 10.00 22.00 cum 220.001226.20

Dewatering charges @ 15% 183.93

1410.13


Basic rate per Cum 1551.14

(b) Over head charges & contractor's profit @ 14% Excluding VAT 217.16Cost for 10 cum = a+b+c 1768.30


(III) Above 6mts depth

Unit = cum


(a) Labour


Seinorage charges 10.00 22.00 cum 220.00

1561.60

Dewatering charges @ 20% 312.321873.92


Basic rate per Cum 2061.31

(b) Over head charges & contractor's profit @ 14% Excluding VAT 288.58C t f 10 b 2349 90

Data sheet for Road cum Bridge Protection worksSpecification/

Quantity

RBR-FNDN-1


23/41


2 Filling in foundation trenches as per drawing andtechnical specification Clause 305.3.9 MORD & 304

MORTHI Sand filling

Unit=CumTaking out put=1 cum

a) Material

Sand 1.000 590.00 cum 590.00

590.00

b) Labour


66.65Total a+b 656.65

(b) Over head charges & contractor's profit @ 14% Excluding VAT 91.93

Cost for 1 cum = a+b+c 748.58Per 1Cum

3 Providing M10 concrete for plain/reinforced concrete in openfoundations using 40 mm nominal size Graded hard stone

aggregate, mechanically mixed, placed in foundation and

compacted by vibration including curing for 14 days complete as

per drawings and technical specifications Clause 802, 803, 1202

& 1203 MORD and 1500, 1700 & 2100 MORTH.

Unit=Cum

Taking out put=1 cum

a) Material

Cement 0.22 5500.00 MT 1210.00

Coarse Sand 0.45 665.00 cum 299.25

40mm HBG metal 0.57 894.70 cum 509.98

20mm HBG metal 0.28 1447.53 cum 405.31

10mm HBG metal 0.05 1092.53 cum 54.63

2479.16

b) Labour

Mason 0.10 285.00 Day 28.50Mazdoor (Unskilled) 2.36 215.00 Day 507.40

535.90

c) Machinery

Consrete Mixer (cap 0.40/0.28 cum) 0.40 345.00 Hour 138.00

138.00Total a+b+c 3153.06

d) Formwork @ 4% on cost of material, labour andmachinery (a+b+c)

126.12

Total a+b+c+d 3279.18

Over head charges & contractor's profit @ 14% Excluding VAT 459.09Cost for 1 cum = a+b+c 3738.27

Per 1Cum

4 Providing M15 Grade concrete for plain concrete in

open foundations complete as per drawings and MORD

technical specifications Clause 802,803,1202&1203 for

sub structure items like Toe walls

Unit=Cum


a) Material

Cement 0.275 5500.00 MT 1512.50

Coarse Sand 0.480 665.00 cum 319.20

RBR-FNDN-

4(ii)

RBR-SBST-5

RBR-FNDN-2

20 HBG t l 0 240 1447 53 347 41


24/41

20mm HBG metal 0.240 1447.53 cum 347.41

10mm HBG metal 0.08 1092.53 cum 87.40

2695.96

b) Labour

Mason 0.10 285.00 Day 28.50


327.35c) Machinery

Consrete Mixer (cap 0.40/0.28 cum) 0.40 345.00 Hour 138.00

138.00( a+b+c) 3161.31

10% towards Form work(a+b+c) 316.13

Total( a+b+c) 3477.45


Per 1Cum

5 Construction of embankment with approved

materials(Quarry Rubbish) from barrow pits with a lift

upto 1.50mts ,transporting to site,spreading,grading to

the required slope and compacting to meet requirement

of Tables 300.1 and 300.2 with a lead upto 1000mts as

per Technical Specification Clause 301.5

Unit=Cum


a) LabourMazdoor (Unskilled) 1.04 215.00 Day 223.60

b) Machinery 223.60Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour 1.67 2009.50 Hour 3355.87

Tipper 5.5 cum with 10 t capacity 4.50 696.40 Hour 3133.80Dozer D-50 for spreading @ 200 cum per hour(1881 X 50

/80= 1175.63)

0.50 1175.63 Hour 587.81

Motor grader for grading @ 200 cum per hour 0.50 2600.00 Hour 1300.00Water tanker 6 kl capacity 2.00 345.00 Hour 690.00

Three wheel 80-100 kN Static Roller @ 80 cum per hour orVibratory Roller 80 - 100 kN @ 100 cum per hour

1.25 844.40 Hour 1055.50

10122.98

c) Material

Water 12.000 0.00 kl 0.00

Cost of quarry rubbish including conveyance 100.000 114.00 cum 11400.00

11400.00

Total( a+b+c) 21746.58


Rate per 1Cum (a+b+c)/100 247.91Per 1Cum

6 Providing and laying filter material underneath pitchingin slopes complete as per drawing and technical

specifications Clause 1302 MORD / 2504 MORTH(Gravel

Backing for Revetments as per APSS)

Unit=Cum


a) Labour

Mazdoor (Unskilled) 1.10 215.00 Day 236.50b) Material 236.50

Gravel 1.160 121.50 cum 140.94

140.94

Total( a+b) 377.44

RBR-EECD-4

RBR-PTWK-7

Cost for 1 cum a+b+c 430 28


25/41

Cost for 1 cum = a+b+c 430.28

Per 1Cum

7 Providing and laying pitching on slopes laid overprepared filter media as per drawing and technical

specifications Clause 1302 MORD / 2504 MORTH(Stone

boulder)

Unit=Cum


a) Labour

Mason(Ist class) 0.35 285.00 Day 99.75


b) Material 269.60

Stone Boulder(25Kg minumum) 1.000 173.50 cum 173.50

Stone spalls of minimum 25mm size 0.200 101.00 cum 20.20

193.70Total( a+b) 463.30


Per 1Cum

Cement Mortor 1:3)

Unit=Cum

a) Labour


Bisti 0.08 260.00 Day 20.80b) Material

Cement 0.330 5500.00 cum 1815.00

Sand 0.150 665.00 cum 99.75

(a+b) 2129.05

8 Stone masonry in cement mortar for substructure complete asper drawing & technical specification Clauses 702, 704, 1202 &

1204 MORD and 1400 & 2200 MORTH

Unit=Cum

a) Labour



b) Material 1211.30

Stone for CR masnory 1st sort 0.94 281.50 cum 264.61Through and bond stone

(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)As per SSR Item

SS 28 Page 157

7.00 25.00 Nos 175.00

CM(1:3) 0.28 2129.05 cum 596.131035.74

(a+b) 2247.04

Per 1Cum

9 Providing and laying flooring laid over cement concretebedding with M 10 grade complete as per drawing and

technical specification Clause 1303 MORD(With CR

Masnory)

Unit=Cum


a) Labour



b) Material 465.00

RBR-SBST-4

RBR-PTWK-5

RBR-PTWK-8

PCC M10 concrete bedding(without d e&f items) 0 150 3279 18 cum 491 88


26/41

PCC M10 concrete bedding(without d,e&f items) 0.150 3279.18 cum 491.88

1233.40

Total( a+b) 1698.40


Per 1Cum

10

Unit=Cum

Taking out put=75 cuma) Material

Cement@350Kgs per cum of concrete 26.250 5500.00 MT 144375.00

Coarse [email protected] Cum per Cum of concrete 33.750 665.00 cum 22443.75

Crushed stone aggregate 20mm [email protected] Cum per

cum of concrete

44.550 1447.53 cum 64487.24

Crushed stone aggregate 12mm [email protected] Cum per

cum of concrete

22.950 1092.53 cum 25073.45

Recron 3S synthetic fibres 65.625 240.00 cum 15750.00

Polythene sheet 125 micron 412.5 15.00 Sqm 6187.50

Mild steel dowel bars of 25mm dia of grade S240,20

Nos each having length 500mm at bridge slab and

construction joint including 5%

wastage(4X20X0.50)+5% = [email protected] Kg per m=

117.6 Kgs

117.6 41.00 kg 4821.60

Bitumen primer@200ml per joint for 23 joints 0.005 29701.60 MT 148.51

Bitumen sealant@800ml per joint for 23 joints 19 26.00 lt 494.00

Jute rope 12mm dia including 5% wastage 90 5.00 Rmt 450.00

Debonding strips 3.75mX10mmX5mm cut out from

rubber filler board or similar material including 5%wastage

90 9.00 Rmt 810.00

Polythene sheathing,covering 2/3rd dowel bars(20X23)

and tight fit including 5% wastage

483 0.50 No 241.50

Plasticizer 0.5 percent by wt.of cement 122 57.00 lt 6954.00

Curing compound@ 0.33 litre per sqm 131.25 57.00 lt 7481.25

Joint filler board 20mm thick 3 732.00 Sqm 2196.00

301913.80

b) LabourMason (1st class) 5.00 285.00 Day 1425.00

Mason (2nd class) 5.00 260.00 Day 1300.00Mazdoor (Unskilled) 150.00 215.00 Day 32250.00Mazdoor (Skilled) 6.00 215.00 Day 1290.00Surveyor 2.00 260.00 Day 520.00Mazdoor (Semi-Skilled) 6.00 215.00 Day 1290.00Blacksmith for cutting of dowel bars including removal of 1 00 260 00 Day 260 00

RBR-CCPV-5

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete pavement, thickness as

per design, over a prepared sub base, with 43 grade cement or any other

type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates

conforming to IS : 383, maximum in a concrete mixer of not less than 0.2

cum capacity and appropeiate weigh batcher using approved mix design,

laid in approved fixed side formwork (steel channel, laying and fixing of

125 mictron thick polythene film, wedges, steel plates including levelling

the formwork as per drawing), spreading the concrete with sholvels,

rakes, compacted using needle, scareed and plate vibrators and finishedin continuous operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant, dowel

bars, near approaches to bridge / culvert and construction joints,

admixtures as approved, curing of concrete slabs for 14- days, curing

compound (where specified) and water finishing to lines and grade as per

drawing and Technical Specification Clause 1501 MORD.

38335.00


27/41

38335.00

c) MachineryConcrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh

batcher and suitable capacity calibrated water tank36.00 345.00 Hour 12420.00

Needle vibrator 9.00 120.40 Hour 1083.60

Screed vibrator 9.00 287.30 Hour 2585.70

Plate vibrator 9.00 201.70 Hour 1815.30Concrete joint cutting machine for initial & final cuts 4.00 345.00 Hour 1380.00

Water tanker 6kl capacity 5.00 345.00 Hour 1725.00Air Compressor (1 hour initial + 1 hour final) 2.00 370.00 Hour 740.00

21749.60

( a+b+c) 361998.403% towards Form work(a+b+c) 10859.95

Cost of 1cum =( a+b+c)/75 4971.44


Per 1Cum

11 Construction of embankment with approved materials deposited atsite from roadway cutting and excavation from drain (not exceeding

0.6 m depth) and foundation of other s tructures graded and

compacted to meet requirement of Tables 300.1 and 300.2 as per

Technical Specification Clause 301.5 MORD / 305 MORTH

Unit=CumTaking out put=100 cum

a) Labour


b) Machinery 111.80Hydraulic excavator 0.9 cum capacity@60 cum per

hour

1.67 2009.50 Hour 3355.87

Dozer D-50 for spreading @ 200 cum per hour 0.50 1175.63 Hour 587.81

Motor grader for grading @ 200 cum per hour 0.50 2600.00 Hour 1300.00

Water tanker 6 kl capacity 2.00 345.00 Hour 690.00

Three wheel 80-100 kN Static Roller 1.25 844.40 Hour 1055.50c) Material 6989.18

Water 12.000 0.00 kl 0.00

seinarage charges 2000.00

2000.00Total( a+b+c) 9100.98

Over head charges & contractor's profit @ 14% Excluding VAT 1274.14Cost for 1 cum =( a+b+c)/100 103.75

Per 1Cum

12 a) Construction of granular sub-base by providing wel l gradedmaterial, spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC, and

compacting with three wheel 80-100 kN static roller / Vibratory

Roller 80-100 kN capacity to achieve the desired density, complete

as per Technical Specification Clause 402 MORD

Unit=Cum

Taking out put=300 cuma) Labour

Mazdoor (Skilled) 2.40 215.00 Day 516.00


b) Machinery 2236.00M d f di @ 200 h 6 00 2600 00 H 15600 00

RBR-EECD-3

RBR-SBBS-

2B(iii)

Vibratory Roller 80-100 kN 6.00 1886.90 Hour 11321.40


28/41

Water tanker 6 kl capacity 5.00 345.00 Hour 1725.00Tractor with Rotavator 25 cum per hour 12.00 345.00 Hour 4140.00

c) Material 32786.40

9.5 mm to 4.75 mm @ 66 per cent(Gravel) 255.000 121.50 cum 30982.50

Sand 2.36 mm below @ 34 per cent 129.000 590.00 cum 76110.00

107092.50Total( a+b+c) 142114.90


Per 1Cum

13 Providing and laying boulder apron for bed protection with stoneboulders of minimum size and weight as per Table 1300.1, no

fragment weighing less than 25 / 40 kg laid dry complete as per

drawing and technical specifications Clause 1301 MORD / 2503

MORTH

Unit=Cum


a) LabourMason (1st class) 0.35 285.00 Day 99.75


269.60

b) MaterialStone boulder (25 kg / 40 Kg minimum) 1.00 219.50 cum 219.50Stone spalls 0.20 101.00 cum 20.20

239.70Total( a+b) 509.30


Per 1Cum





RBR-PTWK-1


29/41

Name of the work:-Construction of Bridge @ 0/0km on Road from Bathupuram to ChinnakostaEst.Cost:- Rs.435.56 lakhs

S.No Description of item Name of the quarry Lead

in

Kms

Total

Initial

Cost

Conveyance Blasting

charges

Machine

crushing

charges

Deduct

stacking

Total

1 2 3 6 7 8 9 10 11 12

1 Gravel Mamidipalli 5.00 58.00 63.50 0.00 0.00 121.50

2 Sand for filling Bahuda River 40.00 210.00 380.00 0.00 0.00 590.00

3 Sand for Mortar Bahuda River 40.00 285.00 380.00 0.00 0.00 665.004 Rough stone OTG for revetment--300mm Mamidipalli 5.00 110.00 63.50 0.00 0.00 173.505 40mm HBG metal-SS5 Venkatapuram 33.00 500.00 324.70 70.00 0.00 894.70

6 20mm HBG metal-SS5 Venkatapuram 33.00 844.00 324.70 70.00 208.83 1447.53

7 10mm HBG metal-SS5 Venkatapuram 33.00 560.00 324.70 70.00 137.83 1092.53

8 Quarry rubbish Mamidipalli 5.00 50.50 63.50 0.00 0.00 114.00

9 Soling stone 150mm size Venkatapuram 33.00 57.50 324.70 0.00 0.00 382.20

10 Jeddy stone for aprons 450 to 600mm size Mamidipalli 5.00 156.00 63.50 0.00 0.00 219.50

11 Rough stone 300mm dia for SS Revetment Mamidipalli 5.00 110.00 63.50 0.00 0.00 173.50

12 Stone spalls of OTG 25mm Mamidipalli 5.00 37.50 63.50 0.00 0.00 101.00

13 CR stone Ist sort Mamidipalli 5.00 218.00 63.50 0.00 0.00 281.50

14 Cement(including 1% storage charges) Rate approved by GOAP 5500.00 5500.00

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

Assistant Executive Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerPIU,Sompeta PIU,Sompeta PIU,Srikakulam PR,Srikakulam

LEAD STATEMENT(Protection works)


30/41


VIZAG

2KmHBG Quarry

171/0 Venkatapuram

Mahendratanaya River Thalla Guranti

15/0

14/0

Bathupuram

Proposed Bridge site

Mamidipalli 198/0 3/7Gravel Quarry 0/0 BRC Puram

1Km

202/0

Sand Gravel HBG228 202 202

228/0 -202 -198 -171

Bahuda River 14 1 2

40 5 33

Sand Ichapuram

Asst.Exe.Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer

PIU,Sompeta PIU,Sompeta PIU,Srikakulam PR,Srikakulam

QUARRY CHART

DESIGN CALCULATIONS FOR TOE WALL


31/41

A)Design data:-:-

Angle of internal friction ' Q ' = 300

Unit Wieght of Soil ' r ' = 18KN/cumCoefficient of Active Earth pressure ' K a ' = 1/3 P

Unit Weight of concrete ' p ' = 16KN/cum

Height of wall ' h ' = 2.50m

Width of wall at Top ' b1 ' = 0.45m

Design:- B

R

Let the width of the wall at bottom be ' b2 ' W

Active Earth pressure Pa = 1/2Ka r h2

= 18.73KN/m

It acts horizontally at a height of h/3 from the base(Since there is no inclined surcharge and

the face of the wall is vertical)

The Wt.of the wall acting down wards through the centroid of the wall section ' W '

= 9.00 +20b2

Let ' R ' be the resultant of the above forces acting through the intersection of the above forces with

components RH and RVFor no tension to develop,the resultant should pass through the middle third of the base,

taking limiting case, R should act at 2b2/3 from heel ' B '

From the condition of equilibrium of forces,

RH = Pa

RV = W

and Sum of moments of ' W ' and ' Pa ' about " B " should be equal to the moment of resultant' R ' about ' B'

RV X 2b2 /3 = W1Xb1/2 + W2[b1+(b2-b1)/3] + PaXh/3

6.67 b22+ 3.00b2 -16.959375 = 0

Solving b2 = 1.39m

However provide 1.50m width at the bottom

Hence Bottom width b2 = 1.50m

Check For Safety Against Sliding:-

Wt.of the wall ' W ' = 39.00KN/m

Factor of safety against sliding is given by

F =WTan Q/Pa

1.200429 > 1.5 Hence Safe

Check For Stresses:-

DESIGN CALCULATIONS FOR TOE WALL

Taking moments about ' B '


32/41

g

39.00a = 36.459375

Hence ' a ' = 0.93

Hence eccentrici ty ' e ' = 0.18485577

Maximum stress = W/b2(1+6e/b2)

= 45.2 < 120KN/M2(Bearing Capacity)

Hence Safe

Assistant Executive Engineer Dy. Executive Engineer Executive EngineerPIU,Sompeta PIU,Sompeta PIU,Srikakulam


PR,Srikakulam

Cross section of Toe wall


33/41

0.45Mts

1.00Mts

GL GL

1.80Mts




1.50Mts

2.50Mts

M10 CC(1:3:6)

M10 CC(1:3:6) 0.30Mts

1.65Mts

Name of the work:-Construction of Bridge @ 0/0km on Road from Bathupuram to

Chinnakosta

Estimate Cost: Rs 435.56Lakhs


34/41

EARTWORK CALCULATIONS

ABSTRACT QUANTITY OF EARTH WORK


35/41

Sl.No. Chainage Area Mean Distance Quantity Remarks

1 2 3 4 5 6 7

1 0 12.147 0.000 50.00 0.000

2 50 13.602 12.874 50.00 643.722

3 100 12.746 13.174 50.00 658.708

4 150 17.105 14.926 50.00 746.277

4 200 22.273 19.689 50.00 984.459

3033.165

1 0 36.343 0.000 50.00 0.000

2 50 31.958 34.150 50.00 1707.522

3 100 30.665 31.311 50.00 1565.563

3273.08Cum

TOTAL QUANTITY: 6306.25Cum




PR,Srikakulam

NAME OF THE WORK : Construction of High level Bridge across the river Mahendratanaya on Bathupuram

chinnakosta Road.

1.Approach road Bathupuram side:

2.Approach road Tallaguranti side:

Approach Road sections to the Bridge Bathupuram side



36/41

F- Level 36.780 37.900 37.955 38.000 37.955 37.900 36.200

G- Level 36.780 36.850 37.005 37.050 36.850 36.250 36.200

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

1 2 3 4 5 6 7 8

1 -5.990 36.780 36.780 0.000 0.000 0.000 0.000

2 -3.750 37.900 36.850 1.050 0.525 2.240 1.176

3 -1.875 37.955 37.005 0.950 1.000 1.875 1.875

4 0.000 38.000 37.050 0.950 0.950 1.875 1.7815 1.875 37.955 36.850 1.105 1.028 1.875 1.927

6 3.750 37.900 36.250 1.650 1.378 1.875 2.583

7 7.150 36.200 36.200 0.000 0.825 3.400 2.805

12.147

F- Level 36.780 37.750 37.805 37.850 37.805 37.750 36.200

G- Level 36.780 36.850 36.835 36.880 35.940 35.840 36.200


1 2 3 4 5 6 7 8

1 -5.690 36.780 36.780 0.000 0.000 0.000 0.000

2 -3.750 37.750 36.850 0.900 0.450 1.940 0.8733 -1.875 37.805 36.835 0.970 0.935 1.875 1.753

4 0.000 37.850 36.880 0.970 0.970 1.875 1.819

5 1.875 37.805 35.940 1.865 1.418 1.875 2.658

6 3.750 37.750 35.840 1.910 1.888 1.875 3.539

chinnakosta Road.

CROSS SECTION AT - 0/000


chinnakosta Road.


35.000

36.000

37.000

38.000

39.000

40.000

-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 8.000

35.000

36.000

37.000

38.000

39.000

40.000

-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 8.000


chinnakosta Road.

39.000


37/41

F- Level 36.540 37.600 37.655 37.700 37.655 37.600 35.870

G- Level 36.540 36.850 36.835 36.740 35.940 35.840 35.870

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

1 -5.870 36.540 36.540 0.000 0.000 0.000 0.000

2 -3.750 37.600 36.850 0.750 0.375 2.120 0.795

3 -1.875 37.655 36.835 0.820 0.785 1.875 1.472

4 0.000 37.700 36.740 0.960 0.890 1.875 1.669

5 1.875 37.655 35.940 1.715 1.338 1.875 2.508

6 3.750 37.600 35.840 1.760 1.738 1.875 3.258

7 7.210 35.870 35.870 0.000 0.880 3.460 3.045

12.746

F- Level 35.450 37.450 37.505 37.550 37.505 37.450 35.910

G- Level 35.450 35.870 35.980 36.120 35.940 35.840 35.910


1 2 3 4 5 6 7 8

1 -7.750 35.450 35.450 0.000 0.000 0.000 0.000

2 -3.750 37.450 35.870 1.580 0.790 4.000 3.160

3 -1.875 37.505 35.980 1.525 1.553 1.875 2.9114 0.000 37.550 36.120 1.430 1.478 1.875 2.770

5 1.875 37.505 35.940 1.565 1.498 1.875 2.808

6 3.750 37.450 35.840 1.610 1.588 1.875 2.977

7 6.830 35.910 35.910 0.000 0.805 3.080 2.479

17 105



chinnakosta Road.


34.000

35.000

36.000

37.000

38.000

-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 8.000

34.000

35.000

36.000

37.000

38.000

39.000

-9.000 -8.000 -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


chinnakosta Road.

38 000


38/41

F- Level 35.020 37.350 37.405 37.450 37.405 37.350 35.010

G- Level 35.020 35.450 35.870 35.910 35.810 35.120 35.010


1 2 3 4 5 6 7 8

1 -8.410 35.020 35.020 0.000 0.000 0.000 0.000

2 -3.750 37.350 35.450 1.900 0.950 4.660 4.427

3 -1.875 37.405 35.870 1.535 1.718 1.875 3.220

4 0.000 37.450 35.910 1.540 1.538 1.875 2.883

5 1.875 37.405 35.810 1.595 1.568 1.875 2.939

6 3.750 37.350 35.120 2.230 1.913 1.875 3.5867 8.430 35.010 35.010 0.000 1.115 4.680 5.218

22.273






33.000

34.000

35.000

36.000

37.000

38.000

-9.000-8.000-7.000-6.000-5.000-4.000-3.000-2.000-1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

Approach Road sections to the Bridge Tallaguranti side



39/41

F- Level 34.750 37.900 37.955 38.000 37.955 37.900 34.870

G- Level 34.750 35.210 35.540 35.780 35.250 34.980 34.870


1 2 3 4 5 6 7 8

1 -10.050 34.750 34.750 0.000 0.000 0.000 0.000

2 -3.750 37.900 35.210 2.690 1.345 6.300 8.473

3 -1.875 37.955 35.540 2.415 2.553 1.875 4.7864 0.000 38.000 35.780 2.220 2.318 1.875 4.345

5 1.875 37.955 35.250 2.705 2.463 1.875 4.617

6 3.750 37.900 34.980 2.920 2.813 1.875 5.273

7 9.810 34.870 34.870 0.000 1.460 6.060 8.848

36.343

F- Level 34.890 37.750 37.805 37.850 37.805 37.750 34.880

G- Level 34.890 35.120 35.590 35.680 35.610 35.220 34.880

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

1 -9.470 34.890 34.890 0.000 0.000 0.000 0.000

2 -3.750 37.750 35.120 2.630 1.315 5.720 7.5223 -1.875 37.805 35.590 2.215 2.423 1.875 4.542

4 0.000 37.850 35.680 2.170 2.193 1.875 4.111

5 1.875 37.805 35.610 2.195 2.183 1.875 4.092

6 3.750 37.750 35.220 2.530 2.363 1.875 4.430


chinnakosta Road.



chinnakosta Road.


34.000

35.000

36.000

37.000

38.000

39.000

-10.000 -8.500 -7.000 -5.500 -4.000 -2.500 -1.000 0.500 2.000 3.500 5.000 6.500 8.000 9.500

34.000

35.000

36.000

37.000

38.000

39.000

-11.000 -9.500 -8.000 -6.500 -5.000 -3.500 -2.000 -0.500 1.000 2.500 4.000 5.500 7.000 8.500 10.000


chinnakosta Road.

39 000


40/41

F- Level 34.910 37.600 37.655 37.700 37.655 37.600 34.870

G- Level 34.910 35.120 35.380 35.710 35.410 35.020 34.870


1 2 3 4 5 6 7 8

1 -9.130 34.910 34.910 0.000 0.000 0.000 0.000

2 -3.750 37.600 35.120 2.480 1.240 5.380 6.671

3 -1.875 37.655 35.380 2.275 2.378 1.875 4.458

4 0.000 37.700 35.710 1.990 2.133 1.875 3.998

5 1.875 37.655 35.410 2.245 2.118 1.875 3.970

6 3.750 37.600 35.020 2.580 2.413 1.875 4.523

7 9.210 34.870 34.870 0.000 1.290 5.460 7.04330.665






34.000

35.000

36.000

37.000

38.000

39.000

-10.000 -8.500 -7.000 -5.500 -4.000 -2.500 -1.000 0.500 2.000 3.500 5.000 6.500 8.000 9.500


41/41

Estimate cost:Rs 435.56Lakhs

Fly wing

Return wall

RCL:38.42 T beams with slab

Revetment Expansion Joint BDK:37.83MFL:35.38

LBL:29.55

9 piles of 1.2mts dia 4 piles of 1.0mts dia

Asst.Exe.Engineer Dy.Exe.Engineer Executive Engineer Superintending EngineerPIU,Sompeta PIU,Sompeta PIU,Srikakulam PR,Srikakulam

Pile Cap

Pier of

size

2.0mts

dia

Abutment

GENERAL ALIGNMENT OF THE PROPOSED HIGH LEVEL BRIDGE AT BATHUPURAM

Length of Bridge = Back to back of abutments 8vents of 16.50mts effective span without footpaths

Road level:36.98

bathupuram bridge estimate(latest design)

Documents