Bridge Model Estimate With Well Foundation

Note File No. W1/DEE-I/AP-181X-LB 04 /SKLM/2010 Subject:- Srikakulam Dist:- PMGSY-Ph-IX- AP18- IX LB 04 - Construction of bridge @0/640km on R/f Veeraghattam to Telgam :Est. Cost Rs. 435.56 lakhs

Ref :- Lr.2434/10/Missing Bridges/T4 dated 19.10.2010 of the SE, P.R, Srikakulam Submitted, Sir, Please peruse the reference cited wherein the SE (PR)Srikakulam has submitted estimate for the work "Construction of bridge @0/640km on R/f Veeraghattam to Telgam" Est. Cost Rs.435.56 lakhs for according technical sanction The details are as given below 1 Name of the Circle

: Srikakulam

2 Name of the District

: Srikakulam

3 Name of the Division

: Palakonda

4 Name of the Constituency

: Palakonda

5 Name of the Mandal

: Veeraghattam

6 Name of the work

: Construction of bridge @0/640km on R/f Veeraghattam to Telgam (9 Vents of 16.50m) : Lr No P-17024/1/2010. RC-GoI-Ministary of R.D New Delhi dt 09.9.2010.

7 Clearance Reference & date of GOI 8 Administrative sanction Ref. No. & date

: GO Ms No 330 dt 17.9.2010 of PR & RD (Progs II) Dept

9 Package No

: AP18- IX LB 04

10 Whether cleared by STA or Not?

Yes Cleared

11 Name of the Grant

: PMGSY -PHASE-IX

12 Admn sanction Cost ( Rs Lakhs)

: 435.56

MORD share

107.54

State share

328.01

13 Estimate Cost

: 435.56

14 Length of the existing road 15 Habitations Benefited

: : : : vottigedda

16 Bridge proposed now at with streams name if any 17 Bridge Design approval Ref

: Not approved

18 Hydraulic particulars of canal

: 101.47

RCL HFL

:

Bottom of Deck proposed

: 100.87

MFL

: 100.27

OFL

: 99.34

AVG.BED SLOPE

: 0.0006

ROAD CREST LEVEL

: 101.47

Maximum design discharge Design velocity at MFL Catchment area

297.57Sq km

Type of foundation

Well foundation

Soil particulars

Rock is available at a depth i.e., at 13.0 m

Expansion joint

As per MOST

Bearings

As per MOST

deck slab

As per MOST

Grade of concrete proposed in the estimate Wearing coat

VRCC M30

Approach slab

VRCC M30

FLY WINGS

SUPER STRUCTURE AND DECK SLAB, GIRDERS

VRCC M25

PIER

VRCC M20

ABUTMENT

VRCC M20

Hammer head block

VRCC M25

Abutment bed block and backing wall

: VRCC M25

Well steining

VRCC M15

Well curb

VRCC M25

Pier and abutment well caps

VRCC M20

Top plugging

VRCC M15

bottom plugging

VRCC M20

width of the structure proposed

: 7.50m wide

19 Whether inspection report of SE/EE : Yes (of SE) is furnished

20 SSR & DATA used for preparation Estimate

: Common SSR 2010-11 & Asper AP Revised Standard DATA with 18% OH & CP including 4% VAT & No Provision for cost of water for road work and CD works asper DATA

21 Rates of Cement, steel, Bitumen Item

:

Cement

:

Steel Fe-415

Rate

Unit

Date

4600.00

MT

Oct'10

:

34500.00

MT

Oct'10

Steel MS

:

40000.00

MT

Oct'10

Bitumen 60/70

:

30962.96

MT

01.10.10

Emulsion (RS-1)

:

23727.96

MT

01.10.10

Emulsion (SS-1)

:

23225.08

MT

01.10.10

22 Provisions made in the estimate Description

Quantity Rate

Unit

Amount

Construction of bridge FOUNDATIONS Earth work for foundation above water level

3200.00

59.29 cum

189722.00

Sand filling

2310.00

170.57 cum

394017.00

83.88

2929.37 cum

245716.00

660.00

3599.04 cum

2375366.00

PCC M-10 for foundation PCC M-15 for footings of wing walls SUB STRUCTURE

62066.98 MT

Cutting edge for Abutments-2 Nos & Piers -8 Nos

8.00

RCC M-25 for Well curb

170

4778.68 cum

812376

1350

3789.35 cum

5115623

RCC M20 for Bottom plug

530

4162.3 cum

2206019

RCC M20 for top plug

100

3472.16 cum

347216

RCC M20 for well cap

481

4122.61 cum

1982975

RCC M-15 for Well Stening

496536.00

Sinking of 7m dia well for Abutments (2 Nos) up to 3m depth in cleyey soils-2X3m

6

11034.53 Rmt

66207

3 to 10m depth in clayey soils-2X9m

18

16226.04 Rmt

292069

up to 3m depth in Hard rock-2x1.5m

3

20087.66 Rmt

60263

up to 3m depth in cleyey soils-8X3m

24

7579.06 Rmt

181897

3 to 10m depth in clayey soils-8X9m

72

16086.08 Rmt

1158198

up to 3m depth in Hard rock-8X1.5m

12

18625.33 Rmt

223504

RCC M-15 for sub structure , abutments and wing walls

183.00

3789.35 cum

693451.00

RCC M-15 for sub structure , abutments and wing walls

195.00

3789.35 cum

738923.00

RCC M-25 for Bed blocks & backing walls sub structure Below WL

158.00

5079.68 cum

802589.00

550.80

5079.68 cum

2797888.00

54.00

Ls

314820.00

VRCC M-30 Design mix for Wearing coat over deck slab

203.00

4474.92 cum

908409.00

VRCC M30 Design mix Approach slab

465.00

4400.20 cum

2046093.00

VRCC M-25 Design mix for Hand railings

324.66

1364.33 Rmt

442943.00

CC M-15 for Leveling below approach slab

231.75

3480.32 cum

806564.00

Rough stone revetment

33.32

913.70 cum

30444.00

Rough stone for toe wall

12.00

913.70 cum

10964.00

Filter material

17.00

480.02 cum

8160.00

165.14

324.31 cum

53557.00

Filter medial

56.00

1571.25 cum

87990.00

Weep holes

115.20

235.07 rmt

27080.00

Draingage spouts

36.00

LS

32000.00

Expansion joints

85.00

LS

380000.00

Sinking of 6m dia well for Piers-8Nos

SUPER STRUCTURE VRCC M-25 Design mix for T-beam girder sla Neoprene bearings

Back filling

Supply and laying of Steel Fe-415 For Foundation Mts For Sub Structure For Super Structure

95.00

43622.56 MT

4144143.00

57.00

43720.87 MT

2492090.00

151.00

44467.11 MT

6714534.00 39680338.00

sub total

Other provisions made in the estimate Provision towards VAT@4%

4%

1587214

As per calculation sheet

510032

Provision towards Pre-survey & DPR preparation charges

LS

400000

Road furniture

LS

30000

Provision for Mastic pads

LS

80000

Provision for earthen embankment

LS

50000

Unforseen items

LS

662416

Provision towards Seigneorage charges

Grand total

43000000

REMARKS & OBSERVATIONS NOTED:-

1) The designs are not approved. The SE has proposed High Level Bridge of 9VX16.50m span with well foundation as approved in DPR and the same has been considered for tender purpose. 2) The other provisions viz.,Pre-survey& DPR charges, Road furnitue, Mastic pads & earten embankment are allowed as per DPR 3) with the above provisions the estimate is put up for technical sanction for Rs.430.00 lakhs against A/s of Rs.435.56 Lakhs

W1

DEE -1

GENERAL ABSTRACT

PACKAGE NO : AP18 IX -LB O4 NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span) S.No. Desription Amount PART - A Construction of Bridge (9 Vents of 16.50m span)

39838317 39838317

VA @ 4%

1593533

Seionarage charges ( As per caluculation) Provision towards preparation charges

Pre-survey

&

510032 DPR

LS

400000

Road furniture

LS

30000

Provision for Mastic pads

LS

80000

Provision for earthen embankment

LS

50000

Unforseen items

LS

498118

PART - A TOTAL

43000000

PART-B Maiantance for 5 Years PART-A+B: Total

1089000 44089000

Administratively sanctioned under PMGSY Phase IX for Rs.435.56 lakhs vide Go Ms No.330 dated 17.09.10 of PR & RD (Progs.II) dept. Technically sanctioned for Rs.430.00 Lakhs and assigned TSR No. 10-11 dated 23.10.10

/

Sdxxx Engineer-in-Chief, PR, PMGSY,Hyderabad

RBR_FNDN

RATE ANALYSIS( SSR 2010-11) NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span) Sl. S. No

No.

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

3

4

5

6

1

Earthwork in excavation in Ordinay Soil 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 including contractors profit & Over head charges but excluding Seigonarage charges & VAT Above water Level.Upto 3 m depth

1

Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD . (B) Mechanical Means i

Upto 3 m depth Unit = cum Taking output = 240 cum a)  Labour Mate

day

-

Mazdoor (Unskilled) b) Machinery

day

8.32

196.00

1630.72

Hydraulic Excavator 1 cum bucket capacity

hour

6.00

1808.50

10851.00

Cost of dewatering where required, upto 5% of (a+b)

0.00

Total ( a+b)

12481.72

c&d) Overheads & Contractors Profit @ 14%Excluding VAT

14%

1747.44

Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240

14229.16 59.29

Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD excluding Seigonarage charges & VAT

2

I

Sand filling Unit = cum a)  Labour Mate Mazdoor (Unskilled) b) Material Sand for blindage Basic rate c&d) Overheads & Contractors Profit @ 14%Excluding VAT e) Add conveyance charges Sand Rate per cum = a+b+c+d Note : Cost of transportation of good quality earth has not been included.

day

-

day

0.31

196.00

cum

1.00

70.00

60.76 70.00 130.76

14.00% cum

1.00

18.31 21.50

21.50 170.57

Only labour for carrying carted earth with a lead of 50 m to the foundation pits has been taken in the rate. The cost of carted earth may be worked out separately if the same is not available from the adjoining area.

Backfilling of foundation trenches shall normally be done with excavated earth. The cost of this operation is included in item 11.1. Only in case the excavated earth is not of suitable quality, sand filling or backfilling with carted earth may be resort to.

484

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

3

4

5

6

1012.00

1 3

Providing concrete for plain/reinforced concrete PCC (1:3:6) nominal Mix M10 in open foundations using 40 mm nominal size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge 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 ncluding contractors profit & Over head charges but excluding Seigonarage charges & VAT.for Levelling course below foundation

I P.C.C grade M 10 (i) Nominal mix 1:3:6

Unit = cum (a) Material Cement

t

0.22

4600.00

cum

0.45

220.00

99.00

cum

0.900

695.00

625.50

kl

1.2

0.00

0.00

day day day

0.1 1.39

258.00 196.00

25.80 272.44

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring hour device and preferably also with load cell.

0.40

345.00

138.00

0.13

345.00

44.85

Coarse sand 40 mm aggregate Water (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery

hour Water tanker 6 kl capacity (d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Basic rate e&f) Overheads & Contractors Profit @ 14%Excluding VAT g) Add conveyance charges Coarse sand 40 mm aggregate Rate per cum = a+b+c+d+e+f+g 4

4.00%

88.70 2306.29

14.00%

322.88

cum

0.45

21.50

9.68

cum

0.900

322.80

290.52 2929.37

Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) MORTH 12.8 A in open foundations using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH. including contractors profit & Over head charges but excluding Seigonarage charges & VAT

II

P.C.C grade M 15 (Design Mix) MORTH 12.8 A Unit = cum (a) Material Cement

t

0.28

4600.00

Coarse sand 40 mm aggregate

cum

0.45

220.00

99.00

cum

0.54

695.00

375.30

20 mm aggregate

cum

0.27

1125.00

303.75

10 mm aggregate

cum

0.09

770.00

69.30

kl

1.2

0.00

0.00

Water

1265.00

(b) Labour Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

485

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

3

4

5

6

Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00

Generator 33 KVA

hour

0.40

584.57

233.83

1

(c) Machinery

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

4.00%

111.30

Basic rate

2893.72

e&f) Overheads & Contractors Profit @ 14%Excluding VAT g) Add conveyance charges of material Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate Rate per cum = a+b+c+d+e+f+g

14.00%

405.12

cum cum

0.45 0.54

21.50 322.80

9.68 174.31

cum

0.27

322.80

87.16

cum

0.09

322.80

29.05 3599.04

t

1.05

40000.00

42000.00

kg

20.00

33.00

660.00

Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. Providing and laying cutting edge of Mild Steel weighing 40kg per metre for well foundation complete as per drawing and technical specification 1204, 1900 MORTH

5

Unit = 1 MT (a) Material Structural steel in plates, angles etc including 5% wastage Nuts & bolts (b) Labour Mate

day

-

Fitter

day

5.50

258.00

1419.00

Blaksmith

day

5.50

237.00

1303.50

Welder

day

5.50

237.00

1303.50

Mazdoor (Unskilled)

day

17.82

196.00

3492.72

Electrodes, cutting gas and other consumables @ 10% cost of (a) hour above Basic rate e&f) Overheads & Contractors Profit @ 14%Excluding VAT Rate per cum = a+b+c+d+e+f+g

0.10

42660.00

4266.00 54444.72

14.00%

7622.26 62066.98

Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in well foundations including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 1200,1500 & 1700 MORTH including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VAT

6

For Well Curb Unit =cum A Case I : Using Concrete Mixer. (a) Material Cement II

t

0.403

Coarse sand

cum

0.45

220.00

99.00

20 mm aggregate

cum

0.54

1125.00

607.50

10 mm aggregate

cum

0.36

770.00

277.20

kl

1.2

0.00

Water

4600.00

1853.80

0.00 2837.50

(b) Labour Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44 298.24

c) Machinery Concrete mixer 0.4/0.28 cum capacity

hour/ cum

0.4

345.00

138.00 138.00

486

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

2

3

4

5

1

Total (a+b+c)

Amount Rs. 6 3273.74

d) Formwork @ 20% on (a+b+c)

654.75

20.00%

Basic rate

3928.49

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

549.99

g) Add conveyance charges of material Coarse sand

cum

0.45

21.50

9.68

20 mm aggregate

cum

0.54

322.80

174.31

10 mm aggregate

cum

0.36

322.80

Rate per cum = a+b+c+d+e+f+g 7

116.21 4778.68

Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) for Well Stening using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VAT

II

P.C.C grade M 15 (Design Mix) Unit = cum (a) Material Cement

t

0.28

4600.00

Coarse sand

cum

0.45

220.00

99.00

40 mm aggregate

cum

0.54

695.00

375.30

20 mm aggregate

cum

0.27

1125.00

303.75

10 mm aggregate

cum

0.09

770.00

69.30

kl

1.2

0.00

0.00

Water

1265.00

(b) Labour Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00

Generator 33 KVA

hour

0.40

584.57

233.83

(c) Machinery

d) Formwork @10% on cost of material, labour and machinery (a+b+c) Basic rate

10.00%

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

278.24 3060.66 428.49

g) Add conveyance charges of material Coarse sand

cum

0.45

21.50

9.68

40 mm aggregate

cum

0.54

322.80

174.31

20 mm aggregate

cum

0.27

322.80

87.16

10 mm aggregate

cum

0.09

322.80

Rate per cum = a+b+c+d+e+f+g 8

29.05 3789.35

Plain/reinforced cement concrete R.C.C grade M 20 (Design Mix) using 40mm, 20 mm & 10 Graded HBG Metal aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawingscomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Steel ,Seigonarage charges & VAT for Bottom Plug

V R.C.C grade M 20 (Design Mix) (MORTH): (A)

Unit = cum Taking out put-15 cum (a) Material Cement Coarse sand

t

5.550

4600.00

25530.00

cum

6.750

220.00

1485.00

487

RBR_FNDN S. No

Description

1

2

Unit

Quantity

Rate Rs.

Amount Rs.

3

4

5

6

40 mm aggregate

cum

5.400

695.00

3753.00

20 mm aggregate

cum

5.400

1125.00

6075.00

10 mm aggregate

cum

2.700

770.00

2079.00

kl

18.6

8.30

154.38

Mate

day

0.000

196.00

0.00

Mason (1st Class)

day

1.500

258.00

387.00

Mason 2nd Class

day

-

Mazdoor (Unskilled)

day

20.900

196.00

4096.40

Concrete mixer 0.4/0.28 cum capacity

hour

6.000

345.00

2070.00

Generator 33 KVA

hour

6.000

584.57

3507.42

light crane 3 tonnes capacity for handling tremie pipe

hour

6.000

280.00

Admixture (b) Labour

(c) Machinery

Basic rate

1680.00 50817.20

Add 5% cost of material & labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe

0.00%

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

0.00

7114.41

14.00%

g) Add conveyance charges of material Coarse sand

cum

6.750

21.50

145.13

40 mm aggregate

cum

5.400

322.80

1743.12

20 mm aggregate

cum

5.400

322.80

1743.12

10 mm aggregate

cum

2.700

322.80

Rate per 15 cum = a+b+c+d+e+f+g Rate per cum=( a+b+c+d+e+f+g)/15 9

871.56 62434.54 4162.30

Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) MORTH 12.8 A using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH. including contractors profit & Over head charges but excluding Seigonarage charges & VAT for Top Plug

II

P.C.C grade M 15 (Design Mix) MORTH 12.8 A Unit = cum (a) Material Cement

t

0.28

4600.00

Coarse sand

cum

0.45

220.00

99.00

40 mm aggregate

cum

0.54

695.00

375.30

20 mm aggregate

cum

0.27

1125.00

303.75

10 mm aggregate

cum

0.09

770.00

69.30

kl

1.2

0.00

0.00

Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00

Generator 33 KVA

hour

0.40

584.57

233.83

Water

1265.00

(b) Labour

(c) Machinery

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

0.00%

Basic rate e&f) Overheads & Contractors Profit @ 14%Excluding VAT g) Add conveyance charges of material Coarse sand 40 mm aggregate

0.00

2782.42 14.00% cum cum

0.45 0.54

389.54 21.50 322.80

9.68 174.31

488

RBR_FNDN S. No

Description

1

2

Quantity

Rate Rs.

Amount Rs.

3

4

5

6

cum

0.27

322.80

87.16

cum

0.09

322.80

29.05 3472.16

t

5.120

4600.00

23552.00

Coarse sand

cum

6.750

220.00

1485.00

40 mm aggregate

cum

0.000

0.00

0.00

20 mm aggregate

cum

8.100

1125.00

9112.50

10 mm aggregate

cum

5.400

770.00

4158.00

kl

0

8.30

0.00

Mate

day

0.000

196.00

0.00

Mason (1st Class)

day

1.500

258.00

387.00

Mason 2nd Class

day

-

Mazdoor (Unskilled)

day

20.860

196.00

4088.56

Concrete mixer 0.4/0.28 cum capacity

hour

6.000

345.00

2070.00

Generator 33 KVA

hour

6.000

584.57

3507.42

light crane 3 tonnes capacity for handling tremie pipe

hour

0.000

280.00

20 mm aggregate 10 mm aggregate Rate per cum = a+b+c+d+e+f+g

10

Unit

Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. Plain/reinforced cement concrete R.C.C grade M 20 (Design Mix) using 20 mm & 10 Graded HBG Metal aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawingscomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Steel ,Seigonarage charges & VAT for WELL CAP

V R.C.C grade M 20 (Design Mix) (MORTH): (A)

Unit = cum Taking out put-15 cum (a) Material Cement

Admixture (b) Labour

(c) Machinery

Basic rate

0.00 48360.48

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

4.00%

1934.42

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

7041.29

g) Add conveyance charges of material Coarse sand

cum

6.750

40 mm aggregate

cum

0.000

0.00

0.00

20 mm aggregate

cum

8.100

322.80

2614.68

10 mm aggregate

cum

5.400

322.80

1743.12

21.50

Rate per 15 cum = a+b+c+d+e+f+g Rate per cum=( a+b+c+d+e+f+g)/15 11

145.13

61839.12 4122.61

Sinking of 7 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTH

Unit = Running meter Taking out put-1m Clayey soil Depth below bed level upto 3.00 m Rate of sinking =0. 22m per hour (a) Labour Mate

day

-

Sinker(skilled)

day

1.50

258.00

387.00

Sinking helper (semi skilled)

day

3.18

237.00

753.66

489

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

3

4

5

6

4.50

1725.00

7762.50

1

(c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum hour capacity & accessories hour Consumables in sinking @ 10% of (b) Basic rate e&f) Overheads & Contractors Profit @ 14%Excluding VAT

0.10

776.25 9679.41

14.00%

1355.12

Rate per cum = a+b+c+d+e+f+g 12

11034.53

Sinking of 7 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTH

Unit = Running meter Taking out put-1m Clayey soil beyond 3.00 m up to 10m depth Rate of sinking =0.17m per hour (a) Labour Mate

day

-

Sinker(skilled)

day

2.00

258.00

516.00

Sinking helper (semi skilled)

day

4.26

237.00

1009.62

Hire & running charges of crane with grab bucket of 0.75 cum hour capacity & accessories Air compressor with numatic chiesel attachment for cutting hard clay hour

6.00

1725.00

10350.00

3.25

370.00

1202.50

Consumables in sinking @ 10% of (b)

0.10

(c) Machinery

hour

Basic rate e&f) Overheads & Contractors Profit @ 14%Excluding VAT

1155.25 14233.37

14.00%

1992.67

Rate per cum = a+b+c+d+e+f+g 13

16226.04

Sinking of 7 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTH

Unit = Running meter Taking out put-1m Hard rock Depth below bed level upto 3.00 m Rate of sinking =0.17m per hour (a) Material Gelatin 80% Detonator electric (b) Labour

kg

7.00

60.00

420.00

Nos.

30.00

3.00

90.00

Mate

day

-

Driller

day

2.00

237.00

474.00

Blaster

day

0.25

237.00

59.25

Mazdoor (skilled)

day

4.00

237.00

948.00

Mazdoor (un skilled)

day

19.50

196.00

3822.00

Driver

day

0.50

237.00

118.50

Hire & running charges of crane with grab bucket of 0.75 cum hour capacity & accessories Air compressor with numatic chiesel attachment for cutting hard clay hour

6.00

1725.00

10350.00

2.00

370.00

740.00

Consumables in sinking @ 10% of (b)

0.10

(c) Machinery

Basic rate

hour

1109.00 17620.75

490

RBR_FNDN S. No

Description

Unit

2

3

1

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

Quantity

Rate Rs.

4

5

14.00%

6 2466.91

Rate per cum = a+b+c+d+e+f+g 14

Amount Rs.

20087.66

Sinking of 6 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTH

Unit = Running meter Taking out put-1m Clayey soil Depth below bed level upto 3.00 m Rate of sinking =0. 33m per hour (a) Labour Mate

day

-

day

1.50

258.00

387.00

day

2.40

237.00

568.80

(c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum hour capacity & accessories hour Consumables in sinking @ 10% of (b)

3.00

1725.00

5175.00

Sinker(skilled) Sinking helper (semi skilled)

Basic rate e&f) Overheads & Contractors Profit @ 14%Excluding VAT

0.10

517.50 6648.30

14.00%

930.76

Rate per cum = a+b+c+d+e+f+g 15

7579.06

Sinking of 6 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTH

Unit = Running meter Taking out put-1m Clayey soil beyond 3.00 m up to 10m depth Rate of sinking =0.17m per hour (a) Labour Mate Sinker(skilled)

day

-

day

3.00

258.00

774.00

day

4.80

237.00

1137.60

Hire & running charges of crane with grab bucket of 0.75 cum hour capacity & accessories Air compressor with numatic chiesel attachment for cutting hard clay hour

6.00

1725.00

10350.00

2.00

370.00

Consumables in sinking @ 10% of (b) Basic rate

0.10

Sinking helper (semi skilled) (c) Machinery

hour

14110.60

e&f) Overheads & Contractors Profit @ 14%Excluding VAT Rate per cum = a+b+c+d+e+f+g 16

740.00 1109.00

14.00%

1975.48 16086.08

Sinking of 6 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTH

Unit = Running meter Taking out put-1m Hard rock Depth below bed level upto 3.00 m Rate of sinking =0.17m per hour (a) Material Gelatin 80%

kg

4.00

60.00

240.00

Nos.

18.00

3.00

54.00

Mate

day

-

Driller

day

2.00

237.00

474.00

Detonator electric (b) Labour

491

RBR_FNDN S. No

Description

1

2

Unit

Quantity

Rate Rs.

Amount Rs.

3

4

5

6

Blaster

day

0.25

237.00

59.25

Mazdoor (skilled)

day

4.00

237.00

948.00

Mazdoor (un skilled)

day

13.56

196.00

2657.76

Hire & running charges of crane with grab bucket of 0.75 cum hour capacity & accessories

6.00

1725.00

10350.00

Air compressor with numatic chiesel attachment for cutting hard clay

hour

2.00

370.00

740.00

Consumables in sinking @ 10% of (b)

hour

0.10

(c) Machinery

1109.00

Basic rate

16338.01

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

2287.32

Rate per cum = a+b+c+d+e+f+g 17

18625.33

Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) in Sub structure using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VAT

II

P.C.C grade M 15 (Design Mix) Unit = cum (a) Material Cement

t

0.28

4600.00

Coarse sand

cum

0.45

220.00

99.00

40 mm aggregate

cum

0.54

695.00

375.30

20 mm aggregate

cum

0.27

1125.00

303.75

10 mm aggregate

cum

0.09

770.00

69.30

kl

1.2

0.00

0.00

Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00

Generator 33 KVA

hour

0.40

584.57

233.83

Water

1265.00

(b) Labour

(c) Machinery

d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)

10.00%

278.24

Basic rate

3060.66

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

428.49

g) Add conveyance charges of material Coarse sand

cum

0.45

21.50

9.68

40 mm aggregate

cum

0.54

322.80

174.31

20 mm aggregate

cum

0.27

322.80

87.16

10 mm aggregate

cum

0.09

322.80

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

18

i

29.05 3789.35

Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works.

Providing reinforced concrete Reinforced Cement Concrete M 30 grade ( Design Mix) approach slab using 0.05 tones/cum reinforcement and formwork complete as per drawing and technical specifications Clauses1500, 1600, 1700 & 2704 MORTH including contractors profit & Over head charges but excluding cost of Steel ,Seigonarage charges & VAT

R.C.C. Grade M30 Design Mix

Case 1 : Using Concrete Mixer

492

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

1

3

4

5

6

Unit = cum (a) Material Cement

t

0.407

4600.00

1872.20

Coarse sand

cum

0.45

220.00

99.00

20 mm aggregate

cum

0.54

1125.00

607.50

10 mm aggregate

cum

0.36

770.00

277.20

kl

1.2

0.00

0.00

Water (b) Labour Mate

day

-

Mason (1st Class)

day

0.1

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

Bhisti

day

0.15

196.00

0.00

hr / cum

0.4

345.00

138.00

584.57

233.83

t

0.05

0.00

0.00

(c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA Steel

hour 0.4

(d) Formwork @ 3% on (a+b+c)

2.00%

70.52

Basic rate

3596.49

e&f) ) Overheads & Contractors Profit @ 14%Excluding VAT g) Add conveyance charges of material

14.00%

503.51

Coarse sand 20 mm aggregate

cum

0.45

21.50

9.68

cum

0.54

322.80

174.31

10 mm aggregate Rate per cum = a+b+c+d+e+f

cum

0.36

322.80

116.21 4400.20

Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in superstructure  including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VAT

19

R.C.C M 25 Grade (Design Mix) Unit =cum A Case I : Using Concrete Mixer. (a) Material Cement II

t

0.400

Coarse sand

cum

0.45

220.00

99.00

20 mm aggregate

cum

0.54

1125.00

607.50

10 mm aggregate

cum

0.36

770.00

277.20

kl

1.2

0.00

0.00

Water

4600.00

1840.00

(b) Labour Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

hour/ cum hour

0.40

345.00

138.00

0.40

584.57

233.83

c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA d) For formwork and staging add the following percentage of (a+b+c): Case I : (I) For solid slab super-structure (MORTH) (i) Height upto 5m d)

Formwork and staging of (a+b+c)

20.00%

698.75

e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)

493

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

3

4

5

6

1

Height 5m to 10m d)

Formwork and staging of (a+b+c)

25.00%

Basic cost

4192.52

e&f) Overheads & Contractors Profit @ 14%Excluding VAT g) Add conveyance charges of material cum Coarse sand cum 20 mm aggregate cum 10 mm aggregate Rate per cum = a+b+c+d+e+f+g P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD including contractors profit & Over head charges but excluding Seigonarage charges & VAT

20

14.00%

586.95

0.45 0.54

21.50 322.80

0.36

322.80

9.68 174.31 116.21 5079.68

Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture Unit = cum (a) Material Cement

t

0.275

4600.00

1265.00

Coarse sand

cum

0.48

220.00

105.60

40 mm aggregate

cum

0.54

695.00

375.30

20 mm aggregate

cum

0.27

1125.00

303.75

10 mm aggregate

cum

0.09

770.00

69.30

Mate

day

-

Mason (1st Class0

day

0.10

258.00

25.80

Mazdoor (Unskilled)

day

1.39

196.00

272.44

Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00

Generator 33 KVA.

hour

0.40

584.57

233.83

(b) Labour

c) Machinery

Basic cost

2789.02

d&e) Overheads & Contractors Profit @ 14%Excluding VAT

390.46

14.00%

f) Add conveyance charges of material Coarse sand

cum

0.48

21.50

10.32

40 mm aggregate

cum

0.54

322.80

174.31

20 mm aggregate

cum

0.27

322.80

87.16

10 mm aggregate

cum

0.09

322.80

Rate per cum = a+b+c+d+e+f 21

(i)

29.05 3480.32

Providing and laying cement concrete wearing course M30 grade desin mix using 20 & 10 mm HBG Metal including cost, and conveyance of all materials to site and all labour charge mechanically mixed using 0.075 t/Cum reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD including contractors profit & Over head charges but excluding cost of Steel , Seigonarage charges & VAT

Unit = cum (a) Material Cement

t

0.407

4600.00

1872.20

Sand

cum

0.45

220.00

99.00

20 mm aggregate

cum

0.54

1125.00

607.50

10 mm aggregate

cum

0.36

770.00

277.20

Water

kl

1.2

0.00

0.00

HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP (b) Labour

t

0.075

0.00

0.00

Mate

day

-

Mason (1st Class)

day

0.10

258.00

25.80

494

RBR_FNDN S. No

Description

1

2

Unit

Quantity

Rate Rs.

Amount Rs.

3

4

5

6

Mazdoor (Unskilled)

day

1.39

196.00

272.44

Mazdoor (Unskilled) for cleaning deck slab concrete surface

day

0.15

196.00

29.40

Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00

Generator 33 KVA.

hour

0.40

584.57

233.83

c) Machinery

(d) Formwork @ 3% of cost of concrete

3.00%

106.66

Basic cost

3662.03

e&f) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

512.68

g) Add conveyance charges of material Coarse sand

cum

0.45

21.50

9.68

20 mm aggregate

cum

0.54

322.80

174.31

10 mm aggregate

cum

0.36

322.80

Rate per cum = a+b+c+d+e+f+g Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORDincluding contractors profit & Over head charges but excluding Seigonarage charges & VAT

22

I

Unit = cum Taking output = 10 cum Granular material (a) Material Granular material (b) Labour Mate Mazdoor (Unskilled) (c) Machinery Plate compactor / power rammer Water Tanker Basic cost d&e) Overheads & Contractors Profit @ 14%Excluding VAT f) Add conveyance charges of material Granular material

23

116.21 4474.92

cum

12.000

50.50

606.00

day day

7.280

196.00

1426.88

hour hour

2.500 0.050

40.00 345.00

100.00 17.25 2150.13

14.00%

cum

12.000

301.02

66.00

792.00

Cost for 10 cum of granular backfill = a+b+c+d+e+f

3243.15

Rate per cum = (a+b+c+d+e+f)/10

324.31

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 including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Unit = cum Taking output = 10 cum (a) Material Filter media as per specification

cum

12.000

880.00

10560.00

(b) Labour Mate

day

-

Mazdoor (Unskilled)

day

7.320

196.00

1434.72

Mazdoor (Skilled)

day

1.000

258.00

258.00

hour

0.060

345.00

c)

Machinery

Water Tanker of 6 KL capacity Basic cost d&e) Overheads & Contractors Profit @ 14%Excluding VAT f) Add conveyance charges of material Filter media as per specification Cost for 10 cum of granular backfill = a+b+c+d+e+f

20.70 12273.42

14.00% cum

12.000

1718.28 143.40

1720.80 15712.50

495

RBR_FNDN S. No

Description

Unit

Quantity

Rate Rs.

2

3

4

5

1

Rate per cum = (a+b+c+d+e+f)/10

Amount Rs. 6 1571.25

Note : Suitable Grade of Filter media shall be proposed as per Specification in said IRC. 24

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Clause 1302 MORD/2504 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Unit = cum (a) Material Graded stone aggregate of required size passing through 22.4mm cum seive

1.200

50.50

60.60

(b) Labour Mate

day

-

Mazdoor (Unskilled)

day

1.050

196.00

205.80

Mazdoor (Skilled)

day

0.250

258.00

64.50

hour

0.060

345.00

c)

Machinery

Water Tanker of 6 KL capacity Basic cost d&e) Overheads & Contractors Profit @ 14%Excluding VAT f) Add conveyance charges of material Filter media as per specification

20.70 351.60

14.00% cum

1.200

49.22 66.00

Cost for 1 cum = a+b+c+d+e+f

79.20 480.02

Note : Suitable Grade of Filter media shall be proposed as per Specification in said IRC. 25

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 for Bars below 36 mm dia including over laps and wastage, where they are not welded.including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Unit = t (a) Material HYSD bars including 5 per cent overlaps and wastage

Binding wire

t

1.050

34500.00

36225.00

kg

6.000

52.00

312.00 36537.00

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

day

-

Blacksmith

day

2.000

237.00

474.00

Mazdoor (Unskilled)

day

6.840

196.00

1340.64 1814.64

Total (a+b)

38351.64

c&d) Overheads & Contractors Profit @ 14%Excluding VAT

14.00%

5369.23

Rate per t = a+b+c+d 26

43720.87

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded. including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Unit = t (a) Material HYSD bars including 5 per cent for overlaps and wastage

Binding wire

t

1.05

34500.00

kg

6.00

52.00

36225.00 312.00 36537.00

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

day

-

496

RBR_FNDN S. No

Description

1

2

Unit

Quantity

Rate Rs.

Amount Rs.

3

4

5

6

Blacksmith

day

2.00

237.00

474.00

Mazdoor (Unskilled)

day

6.40

196.00

1254.40 1728.40

Total (a+b) c&d) Overheads & Contractors Profit @ 14%Excluding VAT

38265.40 5357.16

14.00%

Rate per t = a+b+c+d Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded.including contractors profit & Over head charges but excluding Seigonarage charges & VAT

27

Unit = t (a) Material HYSD bars including 5 per cent for laps and wastage Binding wire

43622.56

t

1.05

34500.00

kg

8.00

52.00

36225.00 416.00 36641.00

(b) Labour for cutting, bending, tying and placing in position Mate

day

-

Blacksmith/ Rod Binder

day

3.00

237.00

711.00

Mazdoor (Unskilled)

day

8.44

196.00

1654.24 2365.24

Total (a+b)

39006.24

c&d) Overheads & Contractors Profit @ 14%Excluding VAT 28

i

5460.87

14.00%

Rate per t = a+b+c+d Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts of size 0.25X0.275m not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD.including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Unit = Running m Taking output = 4x12 m Span = 48 m (a) M 25 grade R.C.C. Sub Analysis for Rate of Concrete (a) Material Cement

44467.11

t

0.40

4600.00

1840.00

Coarse sand

cum

0.45

220.00

99.00

20 mm aggregate

cum

0.54

1125.00

607.50

10 mm aggregate

cum

0.36

770.00

277.20 2823.70

(b) Labour Mate

day

Mason (1st Class)

day

0.12

258.00

30.96

Mazdoor (Unskilled)

day

2.09

196.00

409.64 440.60

c) Machinery Concrete mixer 0.4/0.28 cum capacity

hour

0.40

345.00

138.00 138.00

Total (a+b+c)

3402.30

d) Formwork @ 12%

12.00%

408.28

Total (a+b+c+d) Add conveyance charges of material Coarse sand

3810.58 cum

0.45

143.40

64.53

497

RBR_FNDN S. No

Description

1

2

20 mm aggregate 10 mm aggregate No. of vertical posts = (6+1) 4 = 28 nos

Unit

Quantity

Rate Rs.

Amount Rs.

3

4

5

6

cum

0.54

143.40

77.44

cum

0.36

143.40

51.62 193.59

Cross-sectional area of vertical post = 0.25x0.275 = 0.069 sqm

Concrete in vertical posts = 0.069x28x1.00 = 1.932 cum Hand rail in 3 tiers = 3x48 = 144 m Cross-sectional area = 0.17x0.175 = 0.03 sqm Concrete in hand rails = 0.03 x 144 = 4.32 cum Total concrete = 1.932+4.32 = 6.252 cum (b) HYSD bar reinforcement (Rate as per item 13.2) Basi cost c&d) Overheads & Contractors Profit @ 14%Excluding VAT

cum

6.252

3810.58

23823.72

t

1.36

39006.24

53048.49 76872.21

14.00%

cum Add conveyance charges of material Cost for 48 m = (a+b+c+d) Rate per m = (a+b+c+d)/48 Note : 1. 48 m length is the total linear length adding both sides of 2x12 m span

6.252

10762.11 193.59

1210.32 88844.64 1850.93

2. Quantities of material have been adopted from standard plans of MORTH vide drawing No SD/202 29

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 including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Unit = Nos Taking output = 30 Nos Sub-analysis Cement mortar 1:3 (1 cement : 3 sand) Unit = cum (a) Material Cement Sand Conveyance of sand excluding 14% (b) Labour Mate Mazdoor (Unskilled) Total material and labour = (a+b)

t

0.48

4600.00

2208.00

cum

1.05

220.00

231.00

cum

1.05

18.86

19.80

day

-

day

0.2

196.00

39.20 2498.00

(a) 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 estimating

m

MS clamps Collar for AC pipe (average taking 10% of above pipe rate)

Nos.

Cement mortar 1:3 (For rate refer to item 11.5 I) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) Basic cost c&d) Overheads & Contractors Profit @ 14%Excluding VAT

cum

31.500

177.00

5575.50

30.000

10.00

300.00

10.00%

17.70

1.77

0.050

2498.00

124.90

129.00

day

-

day

0.500

258.00

day

0.280

196.00

866.05

14.00%

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

54.88 6186.05

7052.10 235.07

Rough stone 225 mm th Dry Packing for Aprons and Revetments Section 1300 MORD Unit = cum (a) Material Rough Stone (Including small stone for wedging)

cum

1.20

138.00

165.60

498

RBR_FNDN S. No 1

Description

Unit

Quantity

Rate Rs.

Amount Rs.

2

3

4

5

6

day

0.35

258.00

90.30

day

1.05

196.00

205.80

(b) Labour Mason 1st Class Mazdoor (Unskilled) Basic cost c&d) Overheads & Contractors Profit @ 14%Excluding VAT

461.70 64.64

14.00%

Add conveyance charges of material Rough Stone

cum

1.20

322.80

Rate per cum = a+b+c+d

387.36 913.70

Datas thirty (30) approved Sdxxx Engineer-in-Chief,P.R, PMGSY

Hyderabad

499

NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span)

S.No

Description

Bridge Abstract Estimate QuantityUnit Rate

1 Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORTH specification no. 304 in ordinary soils upto SDR soils by manual means.

3200.00 cum

2 3 PCC ( 1 : 3 : 6 ) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed. Placed in foundation and compacted including curing complete as per approved drawing & technical specification as per MORT&H spn.no2100. 4 Vibrated cement concrete in Open foundation complete as per Drawing and technical specifications as per MORT&H specification Nos.1500, 1700 & 2100 VCC M-15- Footings of wing walls. 5 Providing and Laying Cutting Edge of Mile Steel weighing 40 kg per metre for Well Foundation complete as per approved Drawing and Technical Specification.

Per

Amount

59.29

1 cum

189722

83.88 cum

2,929.37

1 cum

245716

660.00 cum

3,599.04

1 cum

2375365

62,066.98

1 MT

496536

8.00

MT

6 Vibrated Reinforced Cement Concrete in well foundation complete as per approved Drawing and Technical Specifications and as per MoRTH specification Nos. 1200, 1500 & 1700 M-25 for Well Curb.

170.00 cum

4,778.68

1 cum

812375

7 Plain Vibrated Cement Concrete in well foundation complete as per approved Drawing and Technical Specification and as per MoRTH nos 1200, 1500 & 1700,--M-15-Well Steining.

1350.00 cum

3,789.35

1 cum

5115629

8 Plain Vibrated Cement Concrete in well foundation complete as per approved Drawing and Technical Specification and as per MoRTH spn.Nos.1200, 1500 & 1700,---M-20. Bottom Plug Concrete to be placed using tremie pipe.

530.00 cum

4,162.30

1 cum

2206020

9 Sand filling in wells complete as per approved drawing and technical specifications as per MORTH specification No. 1207. 10 Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) MORTH 12.8 A using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH. including contractors profit & Over head charges but excluding Seigonarage charges & VAT for Top Plug 11 Vibrated Reinforced Cement Concrete in well foundation complete as per approved Drawing and Technical Specifications and as per MoRTH specification Nos. 1200, 1500& 1700,---M-20Well Cap.

2310.00 cum

170.57

1 cum

394008

100.00 cum

3,472.16

1 cum

347216

481.00 cum

4,122.61

1 cum

1982974

11 Vibrated Reinforced Cement Concrete in well foundation complete as per approved Drawing and Technical Specifications and as per MoRTH specification Nos. 1200, 1500& 1700,---M-20Well Cap. 12 Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per approved drawing and technical specifications. Depth of sinking is reckoned from bed level . For Abutments Clayey soils upto 3M depth 3m to 10m depth Hard rock upto 3M depth

6.00 18.00

Rm Rm

11,034.53 16,226.04

1 Rm 1 Rm

66207 292069

3.00

Rm

20,087.66

1 Rm

60263

24.00 72.00

Rm Rm

7,579.06 16,086.08

1 Rm 1 Rm

181897 1158198

12.00

Rm

18,625.33

1 Rm

223504

20.00 cum 138.00 cum

5,079.68 5,079.68

101594 700995

15 Vibrated cement concrete in Open foundation complete as per Drawing and technical specifications as per MORT&H specification Nos. 1500, 1700 & 2100 VCC M-15- substructure for abutments & wing walls.

183.00 cum

3,789.35

1 cum 1 cum 1 cum

16 Vibrated cement concrete in Open foundation complete as per Drawing and technical specifications as per MORT&H specification Nos. 1500, 1700 & 2100 VCC M-15- substructure for abutments & wing walls.

195.00 cum

3,789.35

1 cum

738924

550.80 cum

5,079.68

1 cum

2797886

324.66

1,850.93

1 Rm

600923

13 Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per approved drawing and technical specifications. Depth of sinking is reckoned from bed level . For Piers. Clayey soils upto 3M depth 3m to 10m depth Hard rock upto 3M depth 14 Vibrated Reinforced Cement Concrete in Substructure complete as per approved Drawing and technical specifications as per MORT&H Nos. 1500, 1700 & 2200 VRCC M-25Substructure Bed blocks & backing walls. Bed blocks & backing walls Over Piers Hammer head type

693452

17 Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in superstructure including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VAT T-beam girder slabs 18 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-tocentre spacing between vertical posts of size 0.25X0.275m not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD.including contractors profit & Over head charges but excluding Seigonarage charges & VAT

Rm

0.25X0.275m not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD.including contractors profit & Over head charges but excluding Seigonarage charges & VAT 19 PCC M15 grade levelling course below approach slab complete as per approved drawing and technical specification as per MORT&H spn no.2700. reinforced concrete Reinforced 20 Providing Cement Concrete M 30 grade ( Design Mix) approach slab using 0.05 tones/cum reinforcement and formwork complete as per drawing and technical specifications Clauses1500, 1600, 1700 & 2704 MORTH including contractors profit & Over head charges but excluding cost of Steel ,Seigonarage charges & VAT 1500, 1700 & 2100,---M-30-grade

231.75 cum

3,480.32

1 cum

806565

465.00 cum

4,400.20

1 cum

2046092

21 Providing and laying cement concrete wearing coat M30 grade excluding reinforcement and fabrication charges complete as per approved drawing and technical specifications as per M.O.T.Drg.No.BD.1/69 as per MORT&H specification spn.1500, 1600, 1700, 2702.

203.00 cum

4,474.92

1 cum

908408

22 Supplying ,fitting and placing uncoated HYSD barreinforcement in super structure complete as per drawing approved and Technical Specifications as per MoRTH specification No.1600 & 2200 SUPER STRUCTURE.

151.00

MT

44,467.11

1 MT

6714534

23 Supplying ,fitting and placing uncoated HYSD barreinforcement in sub structure complete as per drawing approved and Technical Specifications as per MoRTH specification No.1600 & 2200 SUB STRUCTURE.

57.00

MT

43,720.87

1 MT

2492090

24 Supplying ,fitting and placing uncoated HYSD barreinforcement in foundations complete as per drawing approved and Technical Specifications as per MoRTH specification No.1600 & 2200 FOUNDATIONS.

95.00

MT

43,622.56

1 MT

4144143

25 Providing rough stone revetment 225 mm thick using 225mm size rough stonevariety of all materials tosite, labour charges etc., complete as per MORD specification 1300 for rivetment

33.32 cum

913.70

1 cum

30445

26 Providing rough stone revetment 225 mm thick using 225mm size rough stonevariety of all materials tosite, labour charges etc., complete as per MOST specification Toe wall.

12.00 cum

913.70

1 cum

10960

27 Providing filter material underneath pitching in slopes complete as per MOST specification Nos.305, 309 & 2504.

17.00 cum

480.02

1 cum

8160

28 Backfilling behind abutments, wing walls and returnwall complete as per drawing and technical as per MORT&H specification No.2200. CI 710.1.4 of IRC :78.

165.14 cum

324.31

1 cum

53557

29 Providing and laying of filter media with Granular materials /stone curshed aggregates satisfying the requirements laid down in clause 2054.2.2 of MORTH Specifications to a thickness of not lessthan 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to

56.00 cum

1,571.25

1 cum

87990

Granular materials /stone curshed aggregates satisfying the requirements laid down in clause 2054.2.2 of MORTH Specifications to a thickness of not lessthan 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications and as per MORT&H specification Nos.2200 and CI.710.1 . 30 Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and technical specifications and as per MORT&H specification No.2706 & 2200.

115.20

Rm

235.07

31 Suplying, fitting and fixing in position true to line and level elastomeric neoprene bearing confirming to IRC: 83 (Part-II ) ,section IX and Clause 2005 of MoRTH Specifications complete including all accessories as per approved drawing and Technical Specifications and MORTH Spn.2000 & 2200 size 630x220x61mm.

54.00

no

LS

39111497 314820

32

36.00

no

LS

32000

85.00

Rm

LS

380000

1 RM

27080

ECV

Drainage spouts complete as per drawing and technical specifications and as per drg no. BD/1-69A. 33 Providing Strip seal type expansion Joints as per manufactures specification including all labour charges etc.,complete

34 Unforseen items

LS

Total

39838317 Approved for Rs.396,80,338/Sdxxx Engineer-in-Chief,P.R, PMGSY Hyderabad

Calculation of seionarage charges S.No Item

Quantity (finished item)

Unit

Rate

Amount

Material

Qty (collected)

Rate

Seignorage Amount

CD Works High level bridge E/w 3200.00 PCC (1:3:6) for foundations 83.88

Earth Metal

3200.00 75.49

22.00 50.00

70400.00 3775.00

Sand

37.75

40.00

1510.00

2882.4600

Metal

2594.21

50.00

129711.00

PCC M15

. 2524.75

Sand Metal

1297.11 2019.80

40.00 50.00

51884.00 100990.00

Back filling with gravel

182.14

Sand Gravel

1211.88 218.57

40.00 22.00

48475.00 4808.00

Sand filling

2310.00

Sand

2310.00

40.00

92400.00

Rivetment

45.32

Metal

54.38

50.00

2719.00

Filter media Total Seignorage amount

56.00

Metal

67.20

50.00

3360.00 510032.00

R.C.C M 20/25/30

Cum Cum

0.00 0.00

LEAD CHARGES(SSR 2010-11) PACKAGE NO : AP18 IX -LB O4 NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span) Sl. No.

Particulars

1

2

Average Lead

3

Lead Charges

Net Cost of lead

Total Rate Per Cum

4

5

6

1

60-63 mm size HBG metal (IRC&MOST)

15.00

143.40

143.40

143.40

2

50 - 55 mm size HBG metal (IRC&MOST)

15.00

143.40

143.40

143.40

3

40-45 mm size HBG metal (IRC&MOST)

15.00

143.40

143.40

143.40

4

22.40 mm size HBG metal (IRC&MOST)

15.00

143.40

143.40

143.40

3

40-45 mm size HG M/Cmetal (IRC&MOST)

15.00

143.40

143.40

143.40

4

22.40 mm size HG M/C metal (IRC&MOST)

15.00

143.40

143.40

143.40

5

13.22 mm size HG M/C metal (IRC&MOST)

15.00

143.40

143.40

143.40

6

11.20 mm size HG M/C metal (IRC&MOST)

15.00

143.40

143.40

143.40

7

5-7 mm sizeHG M/C metal (IRC&MORTH)

15.00

143.40

143.40

143.40

8

2.36 mm to 5mm HG M/C

15.00

143.40

143.40

143.40

8

2.36 mm down and Stone Dust

15.00

143.40

143.40

143.40

9

Gravel

6.00

66.00

66.00

66.00

10

Sand for blindage

1.00

21.50

21.50

21.50

11

Bitumen

96.00

288.00

288.00

288.00

12

Emulsion (SS - 1)

96.00

288.00

288.00

288.00

13

Emulsion (RS - 1)

96.00

288.00

288.00

288.00

14

40 mm size HBD metal (SS 5)

37.00

322.80

322.80

322.80

15

20 mm size HBD metal (SS 5)

37.00

322.80

322.80

322.80

16

12 mm size HBD metal (SS 5)

37.00

322.80

322.80

322.80

17

10 mm size HBD metal (SS 5)

37.00

322.80

322.80

322.80

18

Sand for Mortar

1.00

21.50

21.50

21.50

19

Rough stone SS revetment 225 mm th

37.00

322.80

322.80

322.80

20

Stone spalls (Grading I material )

37.00

322.80

322.80

322.80

21

1200 mm dia RCC NP3 pipes ( plain ended)

85.00

22

1000 mm dia RCC NP3 pipes ( plain ended)

85.00

624.70

624.70

624.70

23

900 mm dia RCC NP3 pipes ( plain ended)

85.00

602.60

602.60

602.60

24

700 mm dia RCC NP3 pipes ( plain ended)

85.00

284.90

284.90

284.91

25

600 mm dia RCC NP3 pipes ( plain ended)

85.00

331.70

331.70

331.71

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

1

COST OF MATERIALS (SSR-2010-11) PACKAGE NO : AP18 IX -LB O4 NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span) Sl. No.

Particulars

1

2

1

Initial Rate

Final IR Blasting charges

Machine Total Rate Per crushing Cum charges

3

4

5

60-63 mm size HBG metal (IRC,MORTH & MORD)

360.00

360.00

70.00

430.00

2

50 - 55 mm size HBG metal (IRC,MORTH & MORD)

390.00

390.00

70.00

460.00

3

40-45 mm size HBG metal (IRC,MORTH & MORD)

500.00

500.00

70.00

570.00

4

22.40 mm size HBG metal (IRC,MORTH & MORD)

950.00

950.00

70.00

1020.00

5

40-45 mm size HG M/C metal (IRC,MORTH & MORD)

500.00

500.00

70.00

125.00

695.00

6

22.40 mm size HG M/C metal (IRC,MORTH & MORD)

950.00

950.00

70.00

237.50

1257.50

7

13.22 mm size HG M/C metal (IRC,MORTH & MORD)

690.00

690.00

70.00

172.50

932.50

8

11.20 mm size HG M/C metal (IRC,MORTH & MORD)

560.00

560.00

70.00

140.00

770.00

9

5-7 mm size HG M/c metal (IRC&MORTH)

430.00

430.00

70.00

107.50

607.50

10

2.36 mm to 5mm HBG M/C

260.00

260.00

70.00

65.00

395.00

11

2.36 mm down and Stone Dust

236.00

236.00

236.00

12

Gravel

50.50

50.50

50.50

13

Sand for blindage

70.00

70.00

70.00

14

Bitumen

29772.08

30962.96

30962.96

15

Emulsion (SS - 1)

22331.81

23225.08

23225.08

16

Emulsion (RS - 1)

22815.35

23727.96

23727.96

17

40 mm size HBG metal (SS 5)

500.00

500.00

70.00

125.00

695.00

18

20 mm size HBG metal (SS 5)

844.00

844.00

70.00

211.00

1125.00

19

12 mm size HBG metal (SS 5)

688.00

688.00

70.00

172.00

930.00

20

10 mm size HBG metal (SS 5)

560.00

560.00

70.00

140.00

770.00

21

Rough stone 225 mm th SS revetment

71.00

71.00

67.00

138.00

22

Rough stone 300 mm th SS revetment

95.00

95.00

67.00

162.00

23

Stone spallsStone spalls (Grading I material )

210.00

210.00

70.00

280.00

24

Sand for Mortar

220.00

220.00

220.00

25

Cement

4600.00

4600.00

4600.00

26

Steel HYSD

34500.00

34500.00

34500.00

27

Steel MS

40000.00

40000.00

40000.00

28

1200 mm dia RCC NP3 pipes ( plain ended)

29

1000 mm dia RCC NP3 pipes ( plain ended)

4885.00

4885.00

30

900 mm dia RCC NP3 pipes ( plain ended)

4885 3920

3920.00

3920.00

31

700 mm dia RCC NP3 pipes ( plain ended)

2370.00

2370.00

2370.00

32

600 mm dia RCC NP3 pipes ( plain ended)

1915.00

1915.00

1915.00

33

1000 mm dia RCC NP3 collars

866.00

866.00

866.00

34

900 mm dia RCC NP3 collars

693.00

693.00

693.00

35

700 mm dia RCC NP3 collars

594.00

594.00

594.00

36

600 mm dia RCC NP3 collars

466.00

466.00

466.00

Certified that the materials are obtained from blasting Certified that the materials are obtained are Machine crushed

6

7

lead charges of 2010-11 Metal

lead 0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

Rate  including  CP &  OH 19.10 19.10 26.70 40.20 48.80 57.40 66.00 74.60 83.20 91.80 100.40 109.00 117.60 126.20 134.80 143.40 152.00 160.60 169.20 177.80 186.40 195.00 203.60 212.20 220.80 229.40 238.00 246.60 255.20 263.80 272.40 279.60 286.80 294.00 301.20 308.40 315.60 322.80 330.00 337.20 344.40 351.60 358.80 366.00

Gravel & Sand

lead 0.25 0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42

Rate  including  CP &  OH 21.50 21.50 21.50 30.20 40.20 48.80 57.40 66.00 74.60 83.20 91.80 100.40 109.00 117.60 126.20 134.80 143.40 152.00 160.60 169.20 177.80 186.40 195.00 203.60 212.20 220.80 229.40 238.00 246.60 255.20 263.80 272.40 279.60 286.80 294.00 301.20 308.40 315.60 322.80 330.00 337.20 344.40 351.60 358.80

pipes 1000

lead 0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

Rate 128.70 128.70 128.70 128.70 128.70 128.70 134.90 141.10 147.30 153.50 159.70 165.90 172.10 178.30 184.50 190.70 196.90 203.10 209.30 215.50 221.70 227.90 234.10 240.30 246.50 252.70 258.90 265.10 271.30 277.50 283.70 289.90 296.10 302.30 308.50 314.70 320.90 327.10 333.30 339.50 345.70 351.90 358.10 364.30

pipes 900

lead 0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

Rate 106.60 106.60 106.60 106.60 106.60 106.60 112.80 119.00 125.20 131.40 137.60 143.80 150.00 156.20 162.40 168.60 174.80 181.00 187.20 193.40 199.60 205.80 212.00 218.20 224.40 230.60 236.80 243.00 249.20 255.40 261.60 267.80 274.00 280.20 286.40 292.60 298.80 305.00 311.20 317.40 323.60 329.80 336.00 342.20

pipes 600

0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

Rate 60.90 60.90 60.90 60.90 60.90 60.90 63.70 66.50 69.30 72.10 74.90 77.70 80.50 83.30 86.10 88.90 91.70 94.50 97.30 100.10 102.90 105.70 108.50 111.30 114.10 116.90 119.70 122.50 125.30 128.10 130.90 133.70 136.50 139.30 142.10 144.90 147.70 150.50 153.30 156.10 158.90 161.70 164.50 167.30

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93

373.20 380.40 387.60 394.80 402.00 409.20 416.40 423.60 430.80 438.00 445.20 452.40 459.60 466.80 474.00 481.20 488.40 495.60 502.80 510.00 517.20 524.40 531.60 538.80 546.00 553.20 560.40 567.60 574.80 582.00 589.20 596.40 603.60 610.80 618.00 625.20 632.40 639.60 646.80 654.00 661.20 668.40 675.60 682.80 690.00 697.20 704.40 711.60 718.80 726.00

43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92

366.00 373.20 380.40 387.60 394.80 402.00 409.20 416.40 423.60 430.80 438.00 445.20 452.40 459.60 466.80 474.00 481.20 488.40 495.60 502.80 510.00 517.20 524.40 531.60 538.80 546.00 553.20 560.40 567.60 574.80 582.00 589.20 596.40 603.60 610.80 618.00 625.20 632.40 639.60 646.80 654.00 661.20 668.40 675.60 682.80 690.00 697.20 704.40 711.60 718.80

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93

370.50 376.70 382.90 389.10 395.30 401.50 407.70 413.90 420.10 426.30 432.50 438.70 444.90 451.10 457.30 463.50 469.70 475.90 482.10 488.30 494.50 500.70 506.90 513.10 519.30 525.50 531.70 537.90 544.10 550.30 556.50 562.70 568.90 575.10 581.30 587.50 593.70 599.90 606.10 612.30 618.50 624.70 630.90 637.10 643.30 649.50 655.70 661.90 668.10 674.30

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93

348.40 354.60 360.80 367.00 373.20 379.40 385.60 391.80 398.00 404.20 410.40 416.60 422.80 429.00 435.20 441.40 447.60 453.80 460.00 466.20 472.40 478.60 484.80 491.00 497.20 503.40 509.60 515.80 522.00 528.20 534.40 540.60 546.80 553.00 559.20 565.40 571.60 577.80 584.00 590.20 596.40 602.60 608.80 615.00 621.20 627.40 633.60 639.80 646.00 652.20

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93

170.10 172.90 175.70 178.50 181.30 184.10 186.90 189.70 192.50 195.30 198.10 200.90 203.70 206.50 209.30 212.10 214.90 217.70 220.50 223.30 226.10 228.90 231.70 234.50 237.30 240.10 242.90 245.70 248.50 251.30 254.10 256.90 259.70 262.50 265.30 268.10 270.90 273.70 276.50 279.30 282.10 284.90 287.70 290.50 293.30 296.10 298.90 301.70 304.50 307.30

94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143

733.20 740.40 747.60 754.80 762.00 769.20 776.40 783.60 790.80 798.00 805.20 812.40 819.60 826.80 834.00 841.20 848.40 855.60 862.80 870.00 877.20 884.40 891.60 898.80 906.00 913.20 920.40 927.60 934.80 942.00 949.20 956.40 963.60 970.80 978.00 985.20 992.40 999.60 1006.80 1014.00 1021.20 1028.40 1035.60 1042.80 1050.00 1057.20 1064.40 1071.60 1078.80 1086.00

93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142

726.00 733.20 740.40 747.60 754.80 762.00 769.20 776.40 783.60 790.80 798.00 805.20 812.40 819.60 826.80 834.00 841.20 848.40 855.60 862.80 870.00 877.20 884.40 891.60 898.80 906.00 913.20 920.40 927.60 934.80 942.00 949.20 956.40 963.60 970.80 978.00 985.20 992.40 999.60 1006.80 1014.00 1021.20 1028.40 1035.60 1042.80 1050.00 1057.20 1064.40 1071.60 1078.80

94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143

680.50 686.70 692.90 699.10 705.30 711.50 717.70 723.90 730.10 736.30 742.50 748.70 754.90 761.10 767.30 773.50 779.70 785.90 792.10 798.30 804.50 810.70 816.90 823.10 829.30 835.50 841.70 847.90 854.10 860.30 866.50 872.70 878.90 885.10 891.30 897.50 903.70 909.90 916.10 922.30 928.50 934.70 940.90 947.10 953.30 959.50 965.70 971.90 978.10 984.30

94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143

658.40 664.60 670.80 677.00 683.20 689.40 695.60 701.80 708.00 714.20 720.40 726.60 732.80 739.00 745.20 751.40 757.60 763.80 770.00 776.20 782.40 788.60 794.80 801.00 807.20 813.40 819.60 825.80 832.00 838.20 844.40 850.60 856.80 863.00 869.20 875.40 881.60 887.80 894.00 900.20 906.40 912.60 918.80 925.00 931.20 937.40 943.60 949.80 956.00 962.20

94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143

310.10 312.90 315.70 318.50 321.30 324.10 326.90 329.70 332.50 335.30 338.10 340.90 343.70 346.50 349.30 352.10 354.90 357.70 360.50 363.30 366.10 368.90 371.70 374.50 377.30 380.10 382.90 385.70 388.50 391.30 394.10 396.90 399.70 402.50 405.30 408.10 410.90 413.70 416.50 419.30 422.10 424.90 427.70 430.50 433.30 436.10 438.90 441.70 444.50 447.30

144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193

1093.20 1100.40 1107.60 1114.80 1122.00 1129.20 1136.40 1143.60 1150.80 1158.00 1165.20 1172.40 1179.60 1186.80 1194.00 1201.20 1208.40 1215.60 1222.80 1230.00 1237.20 1244.40 1251.60 1258.80 1266.00 1273.20 1280.40 1287.60 1294.80 1302.00 1309.20 1316.40 1323.60 1330.80 1338.00 1345.20 1352.40 1359.60 1366.80 1374.00 1381.20 1388.40 1395.60 1402.80 1410.00 1417.20 1424.40 1431.60 1438.80 1446.00

143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192

1086.00 1093.20 1100.40 1107.60 1114.80 1122.00 1129.20 1136.40 1143.60 1150.80 1158.00 1165.20 1172.40 1179.60 1186.80 1194.00 1201.20 1208.40 1215.60 1222.80 1230.00 1237.20 1244.40 1251.60 1258.80 1266.00 1273.20 1280.40 1287.60 1294.80 1302.00 1309.20 1316.40 1323.60 1330.80 1338.00 1345.20 1352.40 1359.60 1366.80 1374.00 1381.20 1388.40 1395.60 1402.80 1410.00 1417.20 1424.40 1431.60 1438.80

144 145 146 147 148 149 150

990.50 996.70 1002.90 1009.10 1015.30 1021.50 1027.70

144 145 146 147 148 149 150

968.40 974.60 980.80 987.00 993.20 999.40 1005.60

144 145 146 147 148 149 150

450.10 452.90 455.70 458.50 461.30 464.10 466.90

194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243

1453.20 1460.40 1467.60 1474.80 1482.00 1489.20 1496.40 1503.60 1510.80 1518.00 1525.20 1532.40 1539.60 1546.80 1554.00 1561.20 1568.40 1575.60 1582.80 1590.00 1597.20 1604.40 1611.60 1618.80 1626.00 1633.20 1640.40 1647.60 1654.80 1662.00 1669.20 1676.40 1683.60 1690.80 1698.00 1705.20 1712.40 1719.60 1726.80 1734.00 1741.20 1748.40 1755.60 1762.80 1770.00 1777.20 1784.40 1791.60 1798.80 1806.00

193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242

1446.00 1453.20 1460.40 1467.60 1474.80 1482.00 1489.20 1496.40 1503.60 1510.80 1518.00 1525.20 1532.40 1539.60 1546.80 1554.00 1561.20 1568.40 1575.60 1582.80 1590.00 1597.20 1604.40 1611.60 1618.80 1626.00 1633.20 1640.40 1647.60 1654.80 1662.00 1669.20 1676.40 1683.60 1690.80 1698.00 1705.20 1712.40 1719.60 1726.80 1734.00 1741.20 1748.40 1755.60 1762.80 1770.00 1777.20 1784.40 1791.60 1798.80

244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293

1813.20 1820.40 1827.60 1834.80 1842.00 1849.20 1856.40 1863.60 1870.80 1878.00 1885.20 1892.40 1899.60 1906.80 1914.00 1921.20 1928.40 1935.60 1942.80 1950.00 1957.20 1964.40 1971.60 1978.80 1986.00 1993.20 2000.40 2007.60 2014.80 2022.00 2029.20 2036.40 2043.60 2050.80 2058.00 2065.20 2072.40 2079.60 2086.80 2094.00 2101.20 2108.40 2115.60 2122.80 2130.00 2137.20 2144.40 2151.60 2158.80 2166.00

243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292

1806.00 1813.20 1820.40 1827.60 1834.80 1842.00 1849.20 1856.40 1863.60 1870.80 1878.00 1885.20 1892.40 1899.60 1906.80 1914.00 1921.20 1928.40 1935.60 1942.80 1950.00 1957.20 1964.40 1971.60 1978.80 1986.00 1993.20 2000.40 2007.60 2014.80 2022.00 2029.20 2036.40 2043.60 2050.80 2058.00 2065.20 2072.40 2079.60 2086.80 2094.00 2101.20 2108.40 2115.60 2122.80 2130.00 2137.20 2144.40 2151.60 2158.80

294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343

2173.20 2180.40 2187.60 2194.80 2202.00 2209.20 2216.40 2223.60 2230.80 2238.00 2245.20 2252.40 2259.60 2266.80 2274.00 2281.20 2288.40 2295.60 2302.80 2310.00 2317.20 2324.40 2331.60 2338.80 2346.00 2353.20 2360.40 2367.60 2374.80 2382.00 2389.20 2396.40 2403.60 2410.80 2418.00 2425.20 2432.40 2439.60 2446.80 2454.00 2461.20 2468.40 2475.60 2482.80 2490.00 2497.20 2504.40 2511.60 2518.80 2526.00

293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342

2166.00 2173.20 2180.40 2187.60 2194.80 2202.00 2209.20 2216.40 2223.60 2230.80 2238.00 2245.20 2252.40 2259.60 2266.80 2274.00 2281.20 2288.40 2295.60 2302.80 2310.00 2317.20 2324.40 2331.60 2338.80 2346.00 2353.20 2360.40 2367.60 2374.80 2382.00 2389.20 2396.40 2403.60 2410.80 2418.00 2425.20 2432.40 2439.60 2446.80 2454.00 2461.20 2468.40 2475.60 2482.80 2490.00 2497.20 2504.40 2511.60 2518.80

344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393

2533.20 2540.40 2547.60 2554.80 2562.00 2569.20 2576.40 2583.60 2590.80 2598.00 2605.20 2612.40 2619.60 2626.80 2634.00 2641.20 2648.40 2655.60 2662.80 2670.00 2677.20 2684.40 2691.60 2698.80 2706.00 2713.20 2720.40 2727.60 2734.80 2742.00 2749.20 2756.40 2763.60 2770.80 2778.00 2785.20 2792.40 2799.60 2806.80 2814.00 2821.20 2828.40 2835.60 2842.80 2850.00 2857.20 2864.40 2871.60 2878.80 2886.00

343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392

2526.00 2533.20 2540.40 2547.60 2554.80 2562.00 2569.20 2576.40 2583.60 2590.80 2598.00 2605.20 2612.40 2619.60 2626.80 2634.00 2641.20 2648.40 2655.60 2662.80 2670.00 2677.20 2684.40 2691.60 2698.80 2706.00 2713.20 2720.40 2727.60 2734.80 2742.00 2749.20 2756.40 2763.60 2770.80 2778.00 2785.20 2792.40 2799.60 2806.80 2814.00 2821.20 2828.40 2835.60 2842.80 2850.00 2857.20 2864.40 2871.60 2878.80

394 395 396 397 398 399 400

2893.20 2900.40 2907.60 2914.80 2922.00 2929.20 2936.40

393 394 395 396 397 398 399

2886.00 2893.20 2900.40 2907.60 2914.80 2922.00 2929.20

pipes 700

0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

Rate 67.70 67.70 67.70 67.70 67.70 67.70 71.00 74.30 77.60 80.90 84.20 87.50 90.80 94.10 97.40 100.70 104.00 107.30 110.60 113.90 117.20 120.50 123.80 127.10 130.40 133.70 137.00 140.30 143.60 146.90 150.20 153.50 156.80 160.10 163.40 166.70 170.00 173.30 176.60 179.90 183.20 186.50 189.80 193.10

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93

196.40 199.70 203.00 206.30 209.60 212.90 216.20 219.50 222.80 226.10 229.40 232.70 236.00 239.30 242.60 245.90 249.20 252.50 255.80 259.10 262.40 265.70 269.00 272.30 275.60 278.90 282.20 285.50 288.80 292.10 295.40 298.70 302.00 305.30 308.60 311.90 315.20 318.50 321.80 325.10 328.40 331.70 335.00 338.30 341.60 344.90 348.20 351.50 354.80 358.10

94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143

361.40 364.70 368.00 371.30 374.60 377.90 381.20 384.50 387.80 391.10 394.40 397.70 401.00 404.30 407.60 410.90 414.20 417.50 420.80 424.10 427.40 430.70 434.00 437.30 440.60 443.90 447.20 450.50 453.80 457.10 460.40 463.70 467.00 470.30 473.60 476.90 480.20 483.50 486.80 490.10 493.40 496.70 500.00 503.30 506.60 509.90 513.20 516.50 519.80 523.10

144 145 146 147 148 149 150

526.40 529.70 533.00 536.30 539.60 542.90 546.20