SNM Road

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Name of Work

Ref :: For Emulsion (Bulk) :- HINCOL Price List With Effect From Dt.16-12-2009

For Bulk Bitumen 80/100, 60/70:- HPCL Price List With Effect From Dt. 16-12-2009

Lead for KM 7/0 to 7/400

Bulk 80/100 Grade Bulk 60/70 Grade

Visakha Visakha

Basic Price 32432.58 33384.55

Lead from

416.00 Kms 1248.00 1248.00

Lead charges for Bulk @

1.50 per KM

33680.58 34632.55

Visakhapatnam

COST OF BITUMEN / MT WITH LEADS

SPECIAL REPAIRS TO SULTANAGARAM TO MUKKOLLU ROAD

FROM KM. 5/000 TO 7/000 & 7/600 TO 9/700

Emulsion (Bulk)

Visakha

29448.64

30696.64

1248.00

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KM Descript ion o f Metal Source of SupplyLead in

KmsConveyance

Initial cost

less

stacking

Blasting

charges

Machine

crushing

charges

Seigniorage

charges

Dedu

ch

con

A) FOR ROAD WORKS

140 to 45 mm IRC and MoRTH

HBG M/C metal

Kethanakonda97 632.25 491.30 70.00 122.83 50.00


HBG M/C metal

Kethanakonda97 632.25 821.30 70.00 205.33 50.00


HBG M/C metal

Kethanakonda97 632.25 836.30 70.00 209.08 50.00


HBG M/C metal

Kethanakonda97 632.25 681.30 70.00 170.33 50.00

59.5 to 11.20 mm IRC and MoRTH

HBG M/C metal

Kethanakonda97 632.25 551.30 70.00 137.83 50.00


HBG M/C metal

Kethanakonda97 632.25 421.30 70.00 105.33 50.00

72.36 to 5 mm IRC and MoRTH

HBG M/C metal

Kethanakonda97 632.25 225.30 70.00 56.33 50.00

8 HBG Stone chips 2.36mmand below Kethanakonda 97 632.25 216.30 0.00 0.00 50.00

9 Selected EarthPurushothapatna

m76 470.40 19.50 0.00 0.00 22.00

SPECIAL REPAIRS TO SULTANAGARAM TO MUKKOLLU ROAD FROM KM. 5/

TO 9/700

ROAD METAL RATES

NAME OF WORK ::-

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Average Butimen Lead From Visakha

Visakha to M.N.K.Road 345.326

M.N.K.Road Km 59.800 0.800 59.000

Byepass road 0/0 to 3/100 0.000 3.100 3.100

VM Road 64/985 to 63/8 64.985 63.800 1.182

Sultanagaram - Mukkollu road 0.000 5.000 5.000

Avg lead (5/0 to 9/7) 2.350

415.958

Or Say 416.00

Average HBG metal / Chips Lead From Kathanakonda

CT + 10% 0.220

SHV ROAD (266.30 TO 244.60) 21.700

Vijayawada MPL ROAD 0.200

V.V.ROAD (0/0 to 5/9) 5.900V.M.ROAD(KM1.700 to 63.800 62.100

SNM Road 0/0 to 5/0 5.000

Average Lead (5/0 to 9/7) 2.350

97.470

Or Say 97.00

Average Selected Earth Lead From 11/4 of Meerjapuram-

Gopavaram Road quarry

CT 1.000

10% EXTRA 0.100

G M ROAD(12.8 TO 11.40) 1.400

MNK Road (68.148 to 5.800) 62.348

Byepass road 0/0 to 3/100 0.000 3.100 3.100

VM Road 64/985 to 63/8 64.985 63.800 1.182

Sultanagaram - Mukkollu road 0.000 5.000 5.000

Avg lead (5/0 to 9/7) 2.350

76.480

Or Say 76.00

LEAD STATEMENT

SPECIAL REPAIRS TO SULTANAGARAM TO MUKKOLLU ROAD FROM KM. 5/000 TO 7/000 & 7/600

TO 9/700

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Name of Work ::

DISTRICT :: Krishna

Assembly constituency: Pedana

Parliament constituency: Machilipatnam

ESTIMATE AMOUNT: Lakhs

C I R C L E :: Vijayawada

D I V I S I O N :: Machilipatnam

S U B-D I V I S I O N :: MachilipatnamS E C T I O N :: Pedana

GOVERNMENT OF ANDHRA PRADESHROADS AND BUILDINGS DEPARTMENT

SPECIAL REPAIRS TO SULTANAGARAM TO

MUKKOLLU ROAD FROM KM. 5/000 TO 7/000 & 7/600

TO 9/700

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1 Scarifying the existing B.T.Surface.

2 Providing Wet Mix Macadam to a width of 4.10Mts.

3 Providing and laying surface dressing in single coat with 60/70 Grade Bitumen.

4 Providing and applying tack coat with bitumen Emulsion

5 Providing and laying SDBC 25mm thick using 60/70 grade Bitumen.

6 Providing Selected earth shoulders 150mm thick for 1.00 mts width on either side

7 Provision for VAT @ 4%

8

9 Proviison for Q.C.Charges

10 L. S PROVISION FOR Price Escalanation

11 L. S PROVISION FOR Unforseen items

Assistant Executive Engineer Deputy Executive Engineer(R&B)

(R&B) Pedana. Machilipatnam

RATES : The estimate is prepared adopting the average rates as per the

upgraded Current Schedule of rates of Andhra Pradesh for the year 2008-2009

and the work will be carried out as per standard specification and circulars

issued from time to time

Provision for Avagahana Sadassu

NECESSITY:-

Specification Report to accompany the Estimate for the work " Special Repairs to

Nadupukru-Vadavalli-Korukollu Road from 7/0 to 14/0

Estimated cost :: Rs: 30.00 Lakhs

The following provisions are made in the estimate

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Name of Work ::-

Sl.No NO L B D Quantity Rate Amount

1

From Km 5/0 to 7/000 1 2000 3.80 7600.00

From Km 7/6 to 9/600 1 2000 3.80 7600.00

15200.00

15200.00 5.40 82080

Sqm /Sqm

2

From Km 5/0 to 7/000

From Km 7/6 to 9/600 1 2000 3.80 0.150 1140.00

1140.00 2244.00 2558160

cum /Cum

3

From Km 5/0 to 7/000 1 2000 3.80 7600.00

From Km 7/6 to 9/600 1 2000 3.80 7600.00

15200.00 41.30 627760

Sqm /Sqm

4

From Km 5/0 to 7/000 1 2000 3.80 7600.00

From Km 7/6 to 9/700 1 2100 3.80 7980.00

15580.00 8.30 129314

Sqm /Sqm

SPECIAL REPAIRS TO SULTANAGARAM TO MUKKOLLU ROAD

FROM KM. 5/000 TO 7/000 & 7/600 TO 9/700

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical meansand disposal of scarified material with all leads and lifts upto 1000 Mtrs as per

MoRT&H (4th Revision) Specn. No.305.4.3

Providing and applying tack coat with bitumen Emulsion (Medium settting)

(Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on

the prepared bituminous/granular surface cleaned with mechanical broom for

finished item of work as per MoRT&H Specification 503 (4th revision) and as

directed by the Engineer-in-Charge.

DETAILED CUM ABSTRACT ESTIMATE

Providing, Laying, Spreading and compacting graded HBG crushed stone

aggregate to Wet Mix macadem specification including cost,seignorage of all

materials and including premixing the material with water at OMC in

Mechanical mix plant carriage of mixed material by tipper to site , laying in

uniform layers with paver in base courses on well prepared surface andcompacting with Vibratory roller to acheive the desired density etc., as directed

by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision)

for finished item of work.

Providing and laying surface dressing in single coat using 6 mm nominal size

IRC HBG machine crushed stone aggregates @ 0.004 cum / sqm on a layer of

bitumen binder of 60/70 grade @ 0.75 kg / sqm including cost, seigniorage

and conveyance of all materials to work site and laid on prepared surface androlling with 8-10 T Power Road Roller etc., complete for finished item of work

as per MoRT&H Specification 510 (4th Revision) and as directed by the

Engineer-in-charge.

Description of Item

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Sl.No NO L B D Quantity Rate AmountDescription of Item

5

From Km 5/0 to 7/000 1 2000 3.80 0.025 190.00

From Km 7/6 to 9/700 1 2100 3.80 0.025 199.50

390.00 7828.00 3052920

cum /Cum

6

For Shoulders

From Km 5/0 to 7/000 2 2000 1.00 0.100 400.00

From Km 7/6 to 9/700 2 2100 1.00 0.100 420.00

820.00 795.00 651900

cum /Cum

7102134

Providing 25 mm thick compacted Semi-Dense Bituminous Concrete by hot

mix plant using hard blasted granite crushed aggregates of Grading -2 as per

table 500-15 of specification 508 of MoRT&H (4th Revision), premixed with

bituminous binder 60/70 grade @ 5% of mix and filler, transporting the hot mix

to work site, laying with mechanical paver finisher to the required grade, level

and alignment, rolling with smooth wheeled,vibratory and tandem rollers to

achieve the desired compaction as per MoRT&H Specification 508 (4th

Revision) complete for finished item of work in all respects as directed by

Engineer-in-charge.

Construction of earthern shoulders with approved material ( Selected soils

having MDD not less than 17.5KN/Cum ) obtained from borrow pits from

outside road boundary by mechanical means upto SDR with all leads and lifts

including pre-watering of soil at borrow area, removal of top soil, excavation of

soils at borrowed area, conveyance of soil, depositing the soil on the

embankment, spreading soil, breaking clods, sectioning, grading and

consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet

requirement of table 300-2 of MoRT&H, including all hire and operationalcharges of T&P and seigniorage charges, complete for finished item of work

as per MoRT&H specification 305 (4th revision)

TOTAL :

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Name of Work

Rate per Amount

1

Page 68,69 of MoRT&H SDB

(A) Labour

0.04 day Mate 188.00 day7.52

1.00 day Mazdoor unskilled 146.00 day 146.00

153.52

(B) Machinery

100.00 cum 13.00 cum 1300.00

12160.00 t.km Tipper (for 1 Km = 160x76 = 12160) 4.50 t.km 54720.00

5472.00

0.50 hr 2760.00 hr 1380.00

4.00 hr Water tanker 6 KL 345.00 hr 1380.00

1.00 hr Vibratory roller 8T 1550.00 hr 1550.00

65802.00

(C) Seigniorage charges

100.00 Cum Seigniorage charges 22.00 cum 2200.00

(D) Over head charges @6% (10%-VAT) on (A) + (B)+( C) 4089.33

(E) Total of (A) + (B)+( C)+(D) 72244.85

(F) Add Contractors Profit at 10% on (E) 7224.49

Cost per 100 cum (E) + (F) 79469.34

Rate per Cum 794.69

795.00

2

Unit = sqm Page 67,68 of MoRT&H SDB

Taking output = 100 sqm

(A) Labour

0.01 day Mate 188.00 day 1.88

0.25 day Mazdoor 146.00 day 36.50

Total 38.38

(B) Machinery

0.08 hr Tractor with ripper attachment @ 60 cum p 345.00 hr 27.60

0.20 hr Front end loader 1 cum capacity 1320.00 hr 264.00

0.23 hr Tipper 5.50 cum capacity, 4 trips/Hour 575.00 hr 132.25

Total 423.85

(For KM 7/0 to 7/400 )

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material

with all leads and lifts upto 1000 Mtrs as per MoRT&H (4th

Revision) Specn. No.305.4.3

Taking out put = 100 Cum

Rate as per G.O. Ms No 10, Dt 26/7/2005

Dozer 80 HP for spreading @ 200 cum per hour

Unit : Cum

Rate per 1 cum

Add 10% of cost of carriage to cover cost of loading

and unloading

Construction of earthern shoulders with approved material ( Selected soils having MDD not less than 17.5KN/Cum )

obtained from borrow pits from outside road boundary by mechanical means upto SDR with all leads and lifts

including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance

of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation

with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all

hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H

specification 305 (4th

revision)

DATA

SPECIAL REPAIRS TO SULTANAGARAM TO MUKKOLLU ROAD FROM

KM. 5/000 TO 7/000 & 7/600 TO 9/700

Quantity Description of Item

Page 9

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Rate per AmountQuantity Description of Item

(C) Over head charges @ 6% (10%-VAT)

6.00 % Add for Over head charges @ 6% on (A)+(B) 27.73

Add Contractors Profit at 10% on (A)+(B)+ 49.00

Cost per 100 sqm 538.96

Rate per 1 sqm 5.39

Rate to be adopted 5.40

1 Sqm

3

Unit = cum Page 110,111 of MoRT&H SDB

Taking output = 225 cum

(A) Labour

0.48 nos. Mate 188.00 day 90.24

2.00 nos. Mazdoor skilled 193.40 day 386.80

10.00 nos. Mazdoor 146.00 day 1460.00

Total 1937.04

(B) Machinery6.60 hr Wet mix plant of 60 tonne hr. capacity 1320.00 hr 8712.00

6.00 hr Electric generating set 125 KVA 1090.00 hr 6540.00

6.00 hr front end loader 1 cum capacity 1320.00 hr 7920.00

6.00 hr Mechanical Paver finisher 100 TPH 1090.00 hr 6540.00

3.90 hr Vibratory roller 8-10 T 1550.00 hr 6045.00

3.00 hr Water tanker 345.00 hr 1035.00

Total 36792.00

(C) Material

89.10 cum 45 to 22.40mm IRC&MoRT&H HBG M/C metal@ 30% 1638.93 cum 146028.66

(Av. Of 40-45, 25-27, 19-22mm )

118.80 cum 22.4 to 2.36mm IRC&MoRT&H HBG M/C metal@40% 1422.43 cum 168984.68

89.10 cum 889.85 cum 79285.64

Total 394298.98

(D) Over head charges @ 6% (10%-VAT)

6.00 % Add for Over head charges @ 6% on (A)+(B)+( C) 25981.68

(E) Total of (A) + (B)+( C)+(D) 459009.70


Cost per 225 cum (E) + (F) 504910.67

Rate per 1 cum 2244.05

Rate to be adopted per 1 cum 2244.00

Cum

4

Unit = sqm Page 141,142 of MoRT&H SDB


(A) Labour

0.44 nos. Mate 188.00 day 82.72

9.00 nos. Mazdoor 146.00 day 1314.00

2.00 nos. Mazdoor skilled 193.40 day 386.80

Total 1783.52

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macademspecification including cost,seignorage of all materials and including premixing the material with water at OMC in

Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base

courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as

directed by the Engineer-in-Charge and as per MoRT&H specif ication.406 (4th

revision) for finished item of work.

(Av. Of 19-22mm, 12-14mm, 9.5-11.2mm, 5-7mm,2.36 - 5mm )

Providing and laying surface dressing in single coat using 6 mm nominal size IRC HBG machine crushed stoneaggregates @ 0.004 cum / sqm on a layer of bitumen binder of 60/70 grade @ 0.75 kg / sqm including cost,

seigniorage and conveyance of all materials to work site and laid on prepared surface and rolling with 8-10 T Power

Road Roller etc., complete for finished item of work as per MoRT&H Specification 510 (4th

Revision) and as directed

by the Engineer-in-charge.

2.36mm to 75 micron @ 30% (2.36mm & below)

Page 10

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(B) Machinery

7.20 hr 290.00 hr 2088.00

7.20 hr Air compressor 250 cfm 370.00 hr 2664.00

6.00 hr 2070.00 hr 12420.00

6.00 hr 575.00 hr 3450.00

6.00 hr 1320.00 hr 7920.00

6.00 hr Bitumen pressure distributor @1750 sqm/hr 940.00 hr 5640.00

6.00 hr smooth wheeled roller 8 Ton 540.00 h 3240.00

Total 37422.00

(C) Material

6.75 MT Bitumen 60/70 @ 0.75 Kg / sqm 34632.55 MT 233769.72

36.00 cum 1270.18 cum 45726.48

Total 279496.20



(E) Total of (A) + (B)+( C)+(D) 337823.82

(F) Add Contractors Profit at 10% on (E) 33782.38Cost per 9000 sqm (E) + (F) 371606.20

Rate per 1 sqm 41.29

Rate to be adopted. 41.30

1 Sqm

5

unit = sqm Page 124 of MoRT&H SDB


(A) Labour

0.08 nos Mate 188.00 day 15.04

2.00 nos Mazdoor 146.00 day 292.00

Total 307.04

(B) Machinery

2.80 hr 290.00 hr 812.00

2.80 hr Air compressor 250 cfm 370.00 hr 1036.00

2.00 hr 690.00 hr 1380.00

Total 3228.00

(C) Material

0.70 MT 30696.64 MT 21487.65

Total 21487.65



(E) Total of (A) + (B)+( C)+(D) 26524.05


Cost per 3500 sqm (E) + (F) 29176.46

Rate per 1 sqm 8.34


1 Sqm

Front end loader 1 cum bucket capacity

Providing and applying tack coat with bitumen Emulsion (Medium settting) (Bulk) using Emulsion pressure

distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical

broom for finished item of work as per MoRT&H Specification 503 (4th

revision) and as directed by the Engineer-in-

Charge.

Mechanical broom Hydraulic @ 1250 sqm/hr.

Emulsion pressure distributor @1750 sqm/hr

Bitumen Emulsion @ 0.20 Kgs/sqm

Tipper 10Tonne capacity for carriage of stone chips

from stock pile on road side to chip spreader

(Rate of Tipper 5 cum

Crushed stone chippings 6 mm nominal size @0.004

cum/sqm

Mechanical broom @ 1250 sqm/hr.

Hydraulic self propelled chip spreader @ 1500 sqm/hr.

Page 11

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6

Unit = cum Page 135,136,137 of MoRT&H SDB

Taking output = 195 cum (450 tonnes.)

(A) Labour

0.84 nos. Mate 188.00 day 157.92

14.00 nos. 146.00 day 2044.00

5.00 nos. 193.40 day 967.00

Total 3168.92

(B) Machinary

11.00 hr Hot mix plant 40 to 60 TPH 15525.00 hr 170775.00

6.00 hr 1090.00 hr 6540.00

6.00 hr Generator 250 KVA 1550.00 hr 9300.00

6.00 hr Front end loader 1 cum capacity 1320.00 hr 7920.00

3.90 hr 540.00 hr 2106.003.90 hr 1550.00 hr 6045.00

3.90 hr 1320.00

hr

5148.00

Total 207834.00

(C) Material

22.50 M.T 34632.55 MT 779232.40

(ii) Aggregate

For Grading II

162.450 cum 1242.68 cum 201873.37

116.850 cum 957.52 cum 111885.63

cum

5.70 cum 889.85 cum 5072.15

Total 1098063.55



(E) Total of (A) + (B)+( C)+(D) 1387610.46


Cost per 195 cum (E) + (F) 1526371.51

Rate per 1 cum 7827.55


1 Cum

Average rate of IRC&MoRT&H HBG M/C metal of

sizes 9.5-11.2, 5-7mm,2.36 - 5mm

IRC &MORT&H HBG M/C chips 4.75 mm and below @41%Average rate of IRC&MoRT&H HBG M/C metal of

sizes 2.36 - 5mm and 2.36mm& below

Filler @ 2% of weight of aggregates.

Vibratory roler 8 tonne for intermediate rolling

Finish rolling with 6-8 tonne smooth wheeled tandem

roller.

(I) Bitumen @ 5% by weight of mix

IRC &MORT&H HBG M/C chips 9.5 to 4.75mm @ 57%

Providing 25 mm thick compacted Semi-Dense Bituminous Concrete by hot mix plant using hard blasted granite

crushed aggregates of Grading -2 as per table 500-15 of specification 508 of MoRT&H (4th

Revision), premixed

with bituminous binder 60/70 grade @ 5% of mix and filler, transporting the hot mix to work site, laying with

mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled,vibratory and

tandem rollers to achieve the desired compaction as per MoRT&H Specification 508 (4th

Revision) complete for

finished item of work in all res ects as directed b En ineer-in-char e.

Mazdoor working with HMP, Mechanical broom,

paver,roller,asphalt cutter and assistance for setting

outlines,levels and layout of construction.

Skilled Mazdoor for checking line and levels.

Mechanical Paver finisher @ 100 TPH

Power road roller 8 tonne for initial break down rolling

Page 12

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DISTRICT : KRISHNA

CIRCLE : (R&B), VIJAYAVADA

CVPD PCU's

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

1 Krishna Pedana 3% B.T SL 220 1250 Maintenance 2003-04 Poor

Machilipatnam road

F

Rig

SPECIAL REPAIRS PROGRAMME PROPOSALS FOR THE YEAR 2009-10

S.NoName of

Division

Name of

ConstituencyName of work

Sub

Grade

CBR

Existing

Crust

Width of

Carriage

way

SL/IL/DL

Traffic Volume Repairs

carried out

during last

two years

SPECIAL REPAIRS TO

SULTANAGARAM TO

MUKKOLLU ROAD

FROM KM. 5/000 TO

7/000 & 7/600 TO 9/700

Year of Last

Renewal

Drainag

e StatusS

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Name of Work :

1) The quarry distances noted in the quarry map are correct.

2) The quarries noted are correct.

3) The routes shown are correct.

4) The description of the materials available in the quarries noted are correct.

(R&B) North Section, (R&B) Sub-Division, Machilipatnam (R&B)Division, Machilipatnam

(R&B) Circle, Vijayawada

Superintending Engineer



SPECIAL REPAIRS TO SULTANAGARAM TO MUKKOLLU ROAD FROM KM. 5/000 TO 7/000 & 7/600

TO 9/700

QUARRY AND LAND CERTIFICATE

Certified that

Asst. Engineer Dy.Executive Engineer Executive Engineer


Certified that I have inspected the above road personally on date and the

provisions made in the estimate are essential and adequate.

INSPECTION CERTIFICATE




CARTING EARTH CERTIFICATE

This is to certify that there is no side earth is availabe in the vicinity of the work. Hence,

Selected earth with 65 km Lead for the stretch from KM 7/0 to 7/4 & 71 Kms lead for the stretch from

KM 13/400 to 14/0 is proposed for shoulders.



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*

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Earth/Gravel/

Sand

Metal

loading 10.00 12.80 Material Rates

unloading 8.50 8.70 60 to 63 mm IRC & MoRTH HBG metal 360.00

stacking 5.50 8.70 50 to 55 mm IRC & MoRTH HBG metal 390.00

0.25 50.00 110.00 40 to 45 mm IRC & MoRTH HBG metal 500.00

0.5 75.00 110.00

1 100.00 120.00 Roughstone 300mm (HBG)for revetment136.00

2 106.00 126.00Roughstone 225mm (HBG)for revetment 117.00

3 112.00 132.00 SS Revetment work 225mm 71.00



6 130.00 150.00 Laterite for Revetment 225mm 98.00

7 136.00 156.00 Laterite for Revetment 300mm 114.00

8 142.00 162.00 Jeddy stone above 450mm to 600mm 156.00

9 148.00 168.00

Quarry spall(Field picked metal)

Av. Of rate 25mm & 40mm39.75

10 154.00 174.00 150 mm soling stone HBG metal 82.00

11 160.00 180.00 40 to 45 mm IRC & MoRTH HBG M/C metal 500.00




15 184.00 204.00 9.5 to 11.20 mm IRC & MoRTH HBG M/C metal 560.0016 190.00 210.00 5 to 7 mm IRC & MoRTH HBG M/C metal 430.00

17 196.00 216.00 2.36 to 5 mm IRC & MoRTH HBG M/C metal 234.00

18 202.00 222.00 HBG Stone chips 2.36mm and below 225.00

19 208.00 228.00 Quarry Rubbish 25.00

20 214.00 234.00 40 mm SS-5 m/c HBG metal 500.00

21 219.00 239.75 25 mm SS-5 m/c HBG metal 830.00

22 224.00 245.50 20 mm SS-5 m/c HBG metal 845.00

23 229.00 251.25 12 mm SS-5 m/c HBG metal 690.00

24 234.00 257.00 10 mm SS-5 m/c HBG metal 560.00

25 239.00 262.75 6 mm SS-5 m/c HBG metal 430.00

26 244.00 268.50 Sand for Mortar 175.00

27 249.00 274.25 Sand for Filling 60.00

28 254.00 280.00 HYSD Steel 41500.00

29 259.00 285.75 Mild Steel 42900.00

30 264.00 291.50 Cement 4400.0031 268.80 297.00 Mild Steel 6mm 41500.00

32 273.60 302.50 Blasting charges

33 278.40 308.00 Blasting charges 70.0034 283.20 313.50 Blasting charges for rough stone 67.00

35 288.00 319.00 Seigniorage charges

36 292.80 324.50 Metal 45.00

37 297.60 330.00 Gravel/earth 20.00

38 302.40 335.50 Sand 36.00

39 307.20 341.00 Labour Rates

40 312.00 346.50 Mate 188.0041 316.80 352.00 Mazdoor skilled 193.40

42 321.60 357.50 Mazdoor unskilled 146.0043 326.40 363.00

44 331.20 368.50 Dozer 80 HP for spreading @ 200 cum per hour 2760.00

45 336.00 374.00 Motor grader 3.35M Blade @50 cum/Hr 2600.0046 340.80 379.50 Hydralic excavator 2250.00

47 345.60 385.00 Front end loader 1 cum capacity 1320.00

48 350.40 390.50 Tipper 5 cum 575.00

49 355.20 396.00 Vibratory roller 8T 1550.00

50 360.00 401.50 smooth wheeled roller 8 Ton 540.00

Machinery Rates

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17/18

51 364.60 406.50 Water tanker 6 KL 345.00

52 369.20 411.50 Tractor 345.00

53 373.80 416.50 Tractor with Rotavator 345.00

54 378.40 421.50 Tractor with ripper attachment @ 60 cum per hour 345.00

55 383.00 426.50 Air compressor 250 cfm 370.00

56 387.60 431.50 Wet mix plant of 60 tonne hr. capacity 1320.00

57 392.20 436.50 Mechanical broom @ 1250 sqm/hr. 290.00

58 396.80 441.50Bitumen pressure distributor @1750 sqm/hr

940.00

59 401.40 446.50 Emulsion pressure distributor @1750 sqm/hr 690.00

60 406.00 451.50 Hot mix plant 40 to 60 TPH 15525.00

61 410.60 456.50 Mechanical Paver finisher 100 TPH 1090.00

62 415.20 461.50 Hydraulic self propelled chip spreader @ 1500 sqm/hr. 2070.00

63 419.80 466.50 Finish rolling with 6-8 tonne smooth wheeled tandem roller. 1320.00

64 424.40 471.50 Pneumatic road Roller 1035.00

65 429.00 476.50 GSB Plant 50 Cum 920.00

66 433.60 481.50 Generator 250 KVA 1550.00

67 438.20 486.50 Generator set 125 KVA 1090.00

68 442.80 491.50 Generator set 35 KVA 620.00

69 447.40 496.50 Concrete mixer 0.4/0.28 cum 345.00

70 452.00 501.50 Tipper 5.50 cum capacity per Tonne per km 4.50

71 456.60 506.50 Tipper 5.50 cum per km 45.00

72 461.20 511.50 Plate compactor/Power rammer 40.00

73 465.80 516.5074 470.40 521.50

75 475.00 526.50

76 479.60 531.50

77 484.20 536.50

78 488.80 541.50

79 493.40 546.50

80 498.00 551.50

81 502.40 556.25

82 506.80 561.00

83 511.20 565.75

84 515.60 570.50

85 520.00 575.25

86 524.40 580.00

87 528.80 584.75

88 533.20 589.50 Tipper 10Tonne capacity for carriage of stone

89 537.60 594.25 chips from stock pile on road side to chip90 542.00 599.00 spreader

91 546.40 603.75

92 550.80 608.50

93 555.20 613.25

94 559.60 618.00

95 564.00 622.75

96 568.40 627.50

97 572.80 632.25

98 577.20 637.00

99 581.60 641.75

100 586.00 646.50

101 590.20 651.00

102 594.40 655.50

103 598.60 660.00

104 602.80 664.50105 607.00 669.00

106 611.20 673.50

107 615.40 678.00

108 619.60 682.50

109 623.80 687.00

7/29/2019 SNM Road

18/18

110 628.00 691.50

111 632.20 696.00

112 636.40 700.50

113 640.60 705.00

114 644.80 709.50

115 649.00 714.00

116 653.20 718.50

117 657.40 723.00

118 661.60 727.50

119 665.80 732.00

120 670.00 736.50

121 674.20 741.00

122 678.40 745.50

123 682.60 750.00

124 686.80 754.50

125 691.00 759.00

126 695.20 763.50

127 699.40 768.00

128 703.60 772.50

129 707.80 777.00

130 712.00 781.50

131 716.20 786.00

132 720.40 790.50

133 724.60 795.00134 728.80 799.50

135 733.00 804.00

136 737.20 808.50

137 741.40 813.00

138 745.60 817.50

139 749.80 822.00

140 754.00 826.50

141 758.20 831.00

142 762.40 835.50

143 766.60 840.00

144 770.80 844.50

145 775.00 849.00

146 779.20 853.50

147 783.40 858.00

148 787.60 862.50149 791.80 867.00

150 796.00 871.50

Documents

SNM Road