Venkats Master DATA2008 09New1

7/27/2019 Venkats Master DATA2008 09New1

1/185

1 2

V. VENKATA NARAYANA 9440818440, 07799139399

Amount EARTH WORKS FOR ROADS

0.00 0.00 ADDRESSES D

0.00 0.00 1 Forming embankmentwith Side Earth PA

0.00 0.00 2 Forming embankmentwith Borrowed Soils 1000m Lead PA

0.00 0.00 3 Forming embankment with Borrowed Soils 0 KM Lead P

0.00 0.00 4 E/W for Trenchcutting PA

0.00 0.00 5 Removal of soils by Mechanical means & carting1000 M P

Varies with pipe dia. 100.00 6 Removal of soils by Manual Means & carting 1000 M P

GRANULAR BASES and SUB BASES

684.00 7 Granular Sub-basewith Grade I (Table 400 -1) type material PA

42024.18 8 Granular Sub-basewith Grade I (Table 400-2)type material PA

41234.00 9 Granular Sub-basewith Grade III (Table 400-2)type material PA

42345.00 10 Scarifying the existinggranular surface P

28973.00 11 Scarifyingthe existing BT surface P

12 WBM Gr II with MC metal 22.4 mm & belowand PRR PA

4400.00 13 WBM Gr III with MC metal 22.4 mm & below and PRR PA

47000.00 14 WBM Gr II withMC metal 45 mm & belowand PRR PA

43000.00 15 WBM Gr III with MC metal 45 mm & belowand PRR PA

30200.00 16 WBM Gr II with MC metal 22.4 mm & below and VRR PA

17 WBM Gr III with MC metal 22.4 mm & belowand VRR PA

Place ITEM 18 WBM Gr II with MC metal 45 mm & belowand VRR PA

DATA Labour 0.00 % 19 WBM Gr III with MC metal 45 mm & belowand VRR PA

RMR Metal % 20 Wet Mix Macadam PA

RMR Gravel % BITUMINOUS SUB BASES, BASES and SURFACING

RMR Sand 0.00 % 21 Single coat surface dressingwith 80/100 grade Bitumen PA

5.00 % 22 Single coat surface dressingwith 60/70 grade Bitumen PA

20.00 % 23 Prime Coatwith BT Emulsion (MS) PA

10.00 % 24 Tack Coatwith BT Emulsion (MS) PA

0.00 % 25 Tack Coatwith BT 80/100 Grade A

Local Entry % 26 Mix seal 20 mm with BT 60/ 70 Grade PA

27 Mix seal 25 mm with BT 60/ 70 Grade N

28 Mix seal 25 mm with BT CRMB N

29 Macadam 50 mm with BT 60/70 Grade PA

30 Macadam 50 mm with BT 80/100 Grade PA

Name of Work :: Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in M

Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak

Embankment Earth

CONVEYANCE & RATES OF MATERIALS

Details

S.No

Specification in Brief

BITUMEN

HMP

Crusher

Metal/ Stone Qry

Gravel

8/10/2008

Hume Pipes

Overhead Charges ( R)

Value

Rates

Rates

Leads

10-Aug-08

Municipal Area Allowance

Sand

VAT

Grade 60/70

Emulsion (MS)

Contractors Profit

Name

ALLOWANCES

HYSD Steel

Overhead Charges ( B)

Hy

to

Centering Charges

CEMENT / STEEL

CRMB 55 Grade

LEAD

6 mm Mild Steel

Grade 80/100

MS STEEL

MASTER DATA FOR

ROADSFOR THE YEAR 2008-09

Date (dd/mm/yy)

of Preparation of Estimate

CEMENT


2/185

31 Dense Graded Bituminous Macadam with BT 60/70 Grade

32 SDBC 25 mm with BT 60/70 Grade

33 Bituminous Concretewith BT CRMB 55 Grade

34 Gravel Shoulders

C.C. BASE COURSE and WEARING COARSE

35 VCC(1:4:8) Base course below CC Pavement

36 VCC(1:3:6) Base coursebelow CC Pavement

37 VCC M35 for C.C. Pavement 38 VCC(1:3:6) Base course with FLY ASH & Sand

39 VCC M35 for C.C. Pavement with FLY ASH & Sand

CULVERTS, BRIDGES Foundations, Substructures & Superstructure

40 EW for Foundation of Structures by Mechanical Means

41 EW for Foundation of Structures by Manual Means

42 Granular Bedding Below Pipes

43 VCC (1:3:6) for Foundations

44 VCC(1:3:6) for Body Walls

45 Cost and Conveyance of 600 mmDia Hume pipes to Site

46 Cost, conveyance and Laying of 600Dia Hume Pipes


48 Cost, conveyance and Laying of 800 Dia Hume Pipes


50 Cost, conveyance and Laying of 1000 Dia Hume Pipes


52 Cost, conveyance and Laying of 1200Dia Hume Pipes

53 Filling between Body walls with Gravel

54 Rough Stone Revetment with 300 mmHBG Stone

55 Filter Material with Gravel underneath Pitching

56 VCC M15 Grade CC with 40 mm metal for Raft Foundation

57 VCC M15 Grade CC with 40 mm metal for Sub Structure

58 VCC M20 Grade CC with 40 mm metal for Raft Foundation

59 VCC M20Grade CC with 40 mm metal for Sub Structure

60 VRCC M20 Grade CC for Bed blocks & Backing walls

61 VRCC M20 Grade CC with 20 mm metal for Deck Slab

62 VRCC M30 Grade CC with 20 mm metal forWearing Coat

63 VRCC M25 Grade CC with 20 mm metal for Approach Slab

64 VRCC M20 Grade CC with 12 mm metal for Railing

-- DO -- -- DO --

65 VCC M15 Grade CC with 40 mm metal for leveling course

66 Grouted Revetmentwith 300 mm HBG stone + CC(1:4:8)

67 Back filling behind Abutments with gravel

68 Providing and laying of filter media using 150 mm IRC stone

69 Providing HYSD ( Fe-415 ) forSuper structureof R.C.C items.

70 Providing HYSD ( Fe-415 ) for Sub structureof R.C.C items.

71 Providing HYSD ( Fe-415 ) for Foundation of R.C.C items.

72 Providing MS ( Fe-250 ) for all RCC Items


3/185

MISCELLANEOUS ITEMS

73 Sand filling in foundation

74 Providing 100 mm dia AC Weep holesin VCC Abutment

75 VCC M 15 Grade CC using 40 - 10 mm metal for Dividers

76 VRCC M 20 Grade forCover Slabsover Side Drains

77 Plasteringin CM(1:5) 12 mm thick ( Rate per 10 sqm )

78 Paintingtwo coats to new plastered surface

79 Built-up-spray grout layer 75 mm thick with BT 80/100 Grade

80 Providing BT Patch work using 40 mm metal& BT 80/100

81 Providing BT Patch work using 9.5 to11.2mm metal& BT 80/100

82 Patch work 50 - 70 mm depth using 40-10 mm metal & 80/100 BT

83 Patch work 25 - 35 mmdepth using 25-10 mm metal & 80/100 BT

84 Patch work 15 - 25 mm depth using 12-10 mm metal & 80/100 BT

85 RR Masonry in CM(1:3) for Foundation.

86 RR Masonry in CM(1:3) for Substructure

87 Dismantlingculverts & bridges in CC M15- M20

88 Dismantlingculverts & bridges in Ruble Masonary in CM

89 25.4 mm Mastic padfor Longitudinal & Transversal Expansion joints

90 12.7 mm Mastic padfor Transversal Contraction joints.

91 Penetration macadam 50 mmthick

92 Penetration macadam 75 mmthick

93 Open-graded premix carpet of 20 mm thick with 80/100 BT

94 Providing and laying type B seal coat simultaneously with 80/100 BT

95 Hot Applied Thermopalstic Compound

V. VENKATA NARAYANA 94408 18440, 07799139399


4/185

Rs

::

::

Lakhs

D. P. R.

GOVERNMENT OF

ANDHRA PRADESH

IMPROEMENTS TO ZAHEERABAD - BIDAR ROAD

FROM KM 1/0 - 10/0 IN MEDAK DIST.IMPROEMENTS

TO ZAHEERABAD - BIDAR ROAD FROM KM 1/0 -

10/0 IN MEDAK

ROADS & BUILDINGS

DEPARTMENT

HYDERABAD - INDIA

(R&B) Division

SANGAREDDY.

SANGAREDDY.

AMOUNT OF ESTIMATE

(R&B) Circle


5/185

Factor Quantity Factor Quantity Factor Quantity

1 4 5 6 7 8 9 10

1 1 cum 1.000 0.000

2 1 cum 1.280 0.00

3 1 cum 1.450 0.00

4 1 cum 1.530 0.00

5 1 cum 1.320 0.00

6 1 sqm 0.004 0.00

7 1 sqm

8 1 sqm

9 1 cum 0.027 0.00

10 1 cum 1.462 0.00

11 1 cum 1.415 0.00

12 1 cum 1.280 0.00013 1 cum 0.900 0.00 0.450 0.00

14 1 cum 0.900 0.00 0.450 0.00

15 1 cum 0.900 0.00 0.450 0.00

16 1 cum 0.900 0.00 0.450 0.00

17 1 cum 0.900 0.00 0.450 0.00

18 1 cum 0.900 0.00 0.450 0.00

19 1 cum 0.900 0.00 0.450 0.00

20 1 cum

21 1 cum 1.200 0.000

22 1 cum 1.200 0.000

23 1 cum 1.200 0.00

24 1 cum 1.200 0.000

25 1 cum 1.180 0.00 0.090 0.00

26 1 cum

27 1 cum 1.200 0.000

28 1 cum 1.200 0.000

29 1 m 0.002 0.000

30 1 sqm 0.151 0.000

31 1 sqm 0.113 0.00

32 1 cum 1.330 0.00

33 1 sqm 0.078 0.00

34 1 sqm 0.040 0.00

35 1 sqm 0.030 0.00

36 1 cum 1.258 0.00 0.326 0.00

37 1 cum 1.158 0.00 0.347 0.00

0.00 0.00 0.00

Rate 22.00 50.00 40.00

Amount Rs 0.00 0.00 0.00

S.No Unit

3

Earth/ Gravel

cum

2

Metal/ Stone

cum

Sand

cumSpecification in Brief Quantity

E/W for Trench cutting/Embankment

Granular Sub-base

WBM Gr II

WBM Gr III

Wet Mix Macadam

Single coat surface dressing

Prime Coat with BT Emulsion

Tack Coat with BT Emulsion

Mix seal 20 mm with BT 60/ 70

SDBC 25 mm with BT 60/70

Macadam 50 mm with BT 80/100

Gravel ShouldersVCC(1:4:8)

VCC(1:3:6)

VCC M15 Grade CC

VRCC M20 Grade CC

VRCC M25 Grade CC

VRCC M30 Grade CC

VCC M35 Grade CC

VRCC M20 Grade CC for Railing

Granular Bedding Below Pipes

Filling between Body walls

Rough Stone Revetment

BT Patch work using 40 mm metal

Patch work 50 - 70 mm depth



Filter Material with Gravel

Grouted Revetment with CC(1:4:8)

Back filling with gravel

Filter media using 150 mm stone

Sand filling in foundation

100 mm dia AC Weep holes

RR Masonry in CM(1:3) foundation

Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak Dist.Improements to Zaheerabad - Bidar road

from KM 1/0 - 10/0 in Medak

Name of Work :-

Total Quantity

Total Amount Rs 0.00

RR Masonry in CM(1:3) substructure

Plastering in CM(1:5) 12 mm

BUSG 75 mm thick with BT 80/100


6/185


7/185

Sir,

Sub :-

GOVERNMENT OF ANDHRA PRADESH

ROADS AND BUILDINGS DEPARTMENT.

Sri V. VENKATA NARAYANA, B.E., D.A.C.

Deputy Executive Engineer,

MEDAK Dist.

Letter No. DEE/ZHB/2012-13 Date :12-05-2010

Construction of 3 vents of 8.0 m Bridge at km 3/4-6 on

Koukuntla Road in Rangareddy dist. - Estimate submitted - Re

1) Report, Estimates, RMR, Drawings.

From To

Enclosures ::

I request the Superintending Engineer (R&B) Rural Circle,

kindly obtain necessary approval from the competent authority and communic

Yours faithfull

(R&B) Sub Division,ZAHEERABAD

The Executive Engi

(R&B) Division,

I am herewith submitting an estimate for the work "Construc

of 8.0 m Bridge at km 3/4-6 on Chittempally- Koukuntla Road in Rangaredd

amount of Rs 165.00 Lakhs along with Report, data, lead statement, RMR and

report accompanying the estimate dealt in detail the necessities and provisio

estimate.

Deputy Executive En

(R&B) Sub Division, ZA

Sangareddy,


8/185


9/185

Chittempally-

.

Hyderabad to

te.

neer,

ion of 3 vents

dist " for an

drawings . The

s made in the

gineer,

EERABAD


10/185


11/185

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

0

0

Specification report accompanying the Estimate " Improements to Zaheerabad - Bidar road from

KM 1/0 - 10/0 in Medak Dist.Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak

"

Amount of Estimate : Rs.

L.S. for Price adjustment Road Work,

L.S. for change of SSR to 2007-08

L.S for Road Safety works,

Shamshabad - Shabad is an important link road radiating from NH 7 and connecting

other important roads. It is very near to International Airport at Shamshabad. The existing single lane

Bituminous road is damaged, carriageway edges reduced and the berms are not sufficient also the

C.D. works are narrow. All these bad conditions are creating problems to the road user and the

existing with is not catering to many fold increased traffic. The surface is no at all suitable for fast

moving vehicles.

In view of the above mentioned conditions of the Road and as per the instructions of

Higher officials a detailed _____ estimate for the Road is prepared to widen from existing singlelane to Double lane and bringing the total road to traffic worthy by strengthening , with the

following provisions.

Forming embankment with Side earth by mechanical means

Forming embankment with borrowed useful earth ,

Providing and laying of 50mm thick Bituminous Macadam,

Providing 25 mm thick compacted Semi-Dense Bituminous Concrete,

VAT on Part "A".

L.S for Quality control charges on Part "A",

L.S. for Avagahana sadassulu,

SPECIFICATION REPORT

Construction of Gravel base 300mm thick and 150 mm shoulders ,

Providing, Laying, Spreading of Wet Mix macadam,

Providing and applying Prime Coat with bitumen emulsion (Medium Setting),

Providing and applying tack coat with bitumen Emulsion (Medium setting) (Bulk),

0

L.S for other unforeseen items, variation in quantities rates and rounding off.

The estimate is prepared based on common SSR 2008-09 . The quarries and their leads are

taken from approved Quarry and Lead Charts. The work will be carried out as per specifications and

codal guide lines and relevant circular instructions issued time - to -time.

Early approval to the estimate is solicited.


12/185

Executive Engineer,

(R&B) Division, ___ ____ _____

Dy. Executive Engineer

R&B Sub-Division___ _____

Asst. Executive Engineer

R&B Section, ___ ___ ___


13/185


14/185

1 4

1 4000000

4000000

2 4.0% 160000

3 5.0% 200000

4 1.0% 54000

5 5000

7

6

7

4000000

L.S. for Avagahana sadassulu,

ROAD WORK Part "A"

L.S Amount for VAT on Part "A".

R&B Section, __ ____ ____


R&B Sub-Division, ___ ___ ____

L.S for Road Safety works for caution, junction boards, studs

etc.

L.S for variation in quantities and rounding off

NAME OF WORK :- Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak

Dist.Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in

Medak

GENERAL ABSTRACT

S.No Description

3

Remarks

2

(R&B) Division, _____ ___


Amount

(Rs.)

L.S. for Price adjustment Road Work,

Executive Engineer,

L.S for Quality control charges on Part "A",

Sub Total

Total Amount Rs.

L.S for Widening pipe culvert and rounding off.


15/185

LENT BRDT DPT

1 2 4 5 6 8 9

1

1

1 Asssss - Mmmmmm Road 1 x 1 1000.00 1.00 1.000 1000.00 cum



1 1002.00

1 say 1002.00 cum 1,000.00 1.00 1002000

1

2

2




2 1002.00

2 say 1002.00 cum 1,000.00 1.00 1002000

2

3

3




Forming embankment with borrowed useful earth from outside road boundary by mechanical

means up to 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, includingall hire and operational charges of T&P and seigniorage charges, complete for finished item of work

as per MoRT&H specification 305 (4th

revision) (Payment will be made based on levels for finished

item of work).

Earthwork excavation in soils up to SDR by mechanical means including trimming bottom and side

slopes in accordance with requirements of lines , grades and cross sections etc., complete including

seigniorage charges for finished item of work for trench cutting as per MoRT&H specification

301(4th

Revision) and as directed by the Engineer-in-Charge

Amount

10

Forming embankment with Side earth by mechanical means up to SDR including pre-watering of

soil , removal of top soil, excavation of soils , depositing the soils 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) (Payment will be made based on levels for finished item of work).

Quantity Rate Per

3 7

No

Name of Work ::-

Sno Description

MEASUREMENTS

DETAILED ESTIMATE

Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak

Dist.Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in

Medak


16/185

1 2 4 5 6 8 9 103 7

3 1002.00

3 say 1002.00 cum 1,000.00 1.00 1002000

3006000

3006000

4 VAT on Part "A". @ 4.00% Rs: 120200

5 L.S for Quality control charges on Part "A", @ 1.00% Rs: 30100

6 L.S. for Price adjustment Road Work, @ 3.00% Rs: 90200

7 L.S for Road Safety works for caution, junction boards, studs etc. Rs: 400000

8 L.S. for Avagahana sadassulu, Rs: 5000

9 L.S for other unforeseen Rs: 14648500

3

3

3 (R&B)Division,___ ___ ___

18300000Total Amount Rs. 1 83 00 000

Asst. Executive Engineer Dy. Executive Engineer Executive Engineer

Part " B "

3006000

3006000

3006000

R&B Section, ___ ___ ___ R&B Sub-Division___ ___ ___

Total Amount as Part "A"


17/185

No LENT BRDT DPT

* * * *

* * * *

* * * *

* * * *

* * * *

* * * *

* * * *

* * * *

* * * *

CALCULATIONS


18/185


19/185

(i)

a) x = km

b) road km to km = km

c) road km to km = km






km

d) km to km

e) (48.1 - 45) /2 = km

Total Lead = km= km

(i)

a) = km





c) km to km

d) (48.1 - 45) /2 = km

Total Lead = km

= km

0

0

45.00Wanaparthy - Jadcherla

0.00 45.00 45.00Wanaparthy - Jadcherla

Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak Dist.Improements to

Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak


28.40

Cart Track


45.00 16.60Wanaparthy - Jadcherla



0.66

9.40 34.20 24.80

1.10 0.60

Site Spreads in 45.00 48.10

28.40 45.00

555.00Chennai - Wanaparthy

1.55

126.61

.WEIGHTED AVERAGE LEAD SAY 127.00


0.00 45.00

45.00

(B). WEIGHTED AVERAGE LEAD FOR BITUMEN ( REFINERY AT CHENNAI)

Reach km 45/0- 48/ 100

Site average Lead

Name of Work:-

Mahbubnagar - Mannanur

Wanaparthy - Jadcherla

Wanaparthy - Jadcherla

Site average Lead

(A) .WEIGHTED AVERAGE LEAD FOR CRUSHER

Reach km 45/0- 48/ 100

28.40 45.00

0.00 45.00

0.00 45.00

Site Spreads in

736.55

.WEIGHTED AVERAGE LEAD SAY 737.00

1.55

28.40 45.00 16.60

45.00 48.10


R&B Section, ___ ___ ___

Executive Engineer (R&B)

(R&B)Division, ___ ____ ___


R&B Sub-Division___


20/185

km

km

km

%

%

Lead for Emulsion ( round the trip )::

Lead for Bulk Bitumen ( round the trip ) ::

Lead

1368.00

1368.00

--

--

2117.252061.70

Conveyance Rates

44462.25 30421.65

--

Name of Work:-

684.00STRAIGHT LEAD ::


Dist.Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak

BITUMEN LEADS & RATES

1448.65

41234.00

1.50

1.50

42024.180.00

42024.18

44125.39

2101.21

--

--

--

43295.70

32473.6546514.3045347.70

CRMB

Gr 55

0.00

32473.6546514.2545347.70

2052.00

--

--

2052.00

46177.39

46177.39

Total

OR SAY

Lead charges for Emulsion 1.5 x 1368

Emulsion

(M.S)

28973.000.00

42345.00 28973.00

42345.00

TYPE OF BITUMEN

Initial cost (Ex. Chennai)

Excise Duty

2052.00

0.00

5.00

--

2052.00

Total

--

--

--

Bulk

(60/70)

41234.000.00

Lead charges for Bulk BT 1.5 x 1368

Add VAT @

Deduct loading

Deduct loading, Unloading & Stacking

Deduct cost of Empty Emulsion Drums

Bulk

(80/100)

Asst. Executive Engineer Dy. Executive Engineer Executive Engineer (R&B)R&B Section, ___ ___ ___ R&B Sub-Division___ (R&B) Division, ___ ___ ___


21/185

ame o or : :

Date :: SSR ::

Mac

hineCrushing

Charges

25%

(4-5) (7-5) on (9) % Value

1 3 4 5 6 7 8 9 10 11 12 13 14

1 0.00 0.00 8.70 21.50 225.00 -8.70 216.30 -- -- 0.00 0.0 0.00

2 0.00 0.00 8.70 21.50 234.00 -8.70 225.30 70.00 56.33 0.00 0.0 0.00

3 0.00 0.00 8.70 21.50 430.00 -8.70 421.30 70.00 105.33 0.00 0.0 0.00

4 0.00 0.00 8.70 21.50 560.00 -8.70 551.30 70.00 137.83 0.00 0.0 0.00

5 0.00 0.00 8.70 21.50 690.00 -8.70 681.30 70.00 170.33 0.00 0.0 0.00

6 0.00 0.00 8.70 21.50 845.00 -8.70 836.30 70.00 209.08 0.00 0.0 0.00

7 0.00 0.00 8.70 21.50 830.00 -8.70 821.30 70.00 205.33 0.00 0.0 0.00

8 0.00 0.00 8.70 21.50 500.00 -8.70 491.30 70.00 122.83 0.00 0.0 0.00

1 0.00 0.00 8.70 21.50 225.00 -8.70 216.30 -- -- 0.00 0.0 0.00

2 0.00 0.00 8.70 21.50 234.00 -8.70 225.30 70.00 56.33 0.00 0.0 0.00

3 0.00 0.00 8.70 21.50 430.00 -8.70 421.30 70.00 105.33 0.00 0.0 0.00

4 0.00 0.00 8.70 21.50 560.00 -8.70 551.30 70.00 137.83 0.00 0.0 0.00

5 0.00 0.00 8.70 21.50 690.00 -8.70 681.30 70.00 170.33 0.00 0.0 0.00

6 0.00 0.00 8.70 21.50 845.00 -8.70 836.30 70.00 209.08 0.00 0.0 0.00

7 0.00 0.00 8.70 21.50 830.00 -8.70 821.30 70.00 205.33 0.00 0.0 0.00

8 0.00 0.00 8.70 21.50 500.00 -8.70 491.30 70.00 122.83 0.00 0.0 0.00

10 0.00 0.00 8.70 21.50 390.00 -8.70 381.30 70.00 95.33 0.00 0.0 0.00

RMR.10-Aug-08

0

On (6+9)

S

tacking

C

harging

Loading&

unloa

dingcharges

Se

igniorage

Charges

5 mm to 7 mm M.C chips

9.5 mm to 11.2 mm M.C chips

Conve

yancerate(-)

Stack

ingCharges

InitialR

ateofMaterial

(-)StackingCharges

W

eighted

AverageLead

Co

nveyance

rate


19 mm to 22 mm M.C Metal

InitialRate

ofMaterial

IRC and MORT&H HBG/HBT METALS (CRUSHER LEADS)

IRC and MORT&H HBG/HBT METALS ( HMP LEADS)


Below 2.36 mm (Dust)

2.36 mm to 5 mm


S.No

2008-09

Nature of Metal

2

( 8

TO

BlastingCharges

Below 2.36 mm (Dust)

2.36 mm to 5 mm


9.5 mm to 11.2 mm M.C chips





50 mm to 55 mm Metal

IRC and MORT&H HBG/HBT METALS (QUARRY LEADS)

Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak Dist.Improements to Zaheerabad - Bidar road from KM


22/185

9 0.00 0.00 8.70 21.50 500.00 -8.70 491.30 70.00 -- 0.00 0.0 0.00

10 0.00 0.00 8.70 21.50 390.00 -8.70 381.30 70.00 -- 0.00 0.0 0.00

11 0.00 0.00 8.70 21.50 360.00 -8.70 351.30 70.00 -- 0.00 0.0 0.00

12 0.00 0.00 8.70 21.50 95.00 -8.70 86.30 70.00 -- 0.00 0.0 0.00

13 0.00 0.00

0.00 0.00 8.70 21.50 39.75 -8.70 31.05 -- -- 0.00 0.0 0.00

14 0.00 0.00 8.70 21.50 82.00 -8.70 73.30 70.00 -- 0.00 0.0 0.00

0

0

1 0.00 0.00 8.70 21.50 430.00 -8.70 421.30 70.00 105.33 0.00 0.0 0.00

2 0.00 0.00 8.70 21.50 560.00 -8.70 551.30 70.00 137.83 0.00 0.0 0.00

3 0.00 0.00 8.70 21.50 690.00 -8.70 681.30 70.00 170.33 0.00 0.0 0.00

4 0.00 0.00 8.70 21.50 845.00 -8.70 836.30 70.00 209.08 0.00 0.0 0.00

5 0.00 0.00 8.70 21.50 830.00 -8.70 821.30 70.00 205.33 0.00 0.0 0.00

6 0.00 0.00 8.70 21.50 500.00 -8.70 491.30 70.00 122.83 0.00 0.0 0.00

1 0.00 0.00 8.70 21.50 218.00 -8.70 209.30 69.00 -- 0.00 0.0 0.00

2 0.00 0.00 8.70 21.50 155.00 -8.70 146.30 67.00 -- 0.00 0.0 0.00

3 0.00 0.00 8.70 21.50 71.00 -8.70 62.30 67.00 -- 0.00 0.0 0.00

4 0.00 0.00 8.70 21.50 1050.00 -8.70 1041.30 0.00 -- 0.00 0.0 0.00

1 0.00 0.00 5.50 18.50 56.00 -5.50 50.50 -- -- 0.00 0.0 0.00

2 0.00 0.00 5.50 18.50 175.00 -5.50 169.50 -- -- 0.00 0.0 0.00

3 0.00 0.00 5.50 18.50 60.00 -5.50 54.50 -- -- 0.00 0.0 0.00

4

5

6

7

HBG/HBT SS 5 METALS (QUARRY LEADS)

43000.00

30200.00



47000.00

HBG/HBT SS 5 METALS ( CRUSHER LEADS)

4400.00

10 mm size M.C. Chips

150 mm soling stone HBG metal




SS 300mm (HBG) for revetment


Sand for Mortar

Gravel

20 mm size M.C. Metal



6 mm Mild Steel

Quarry spall( Field picked metal)

Av. Of rate 25mm & 40mm

Cost of each Bond Stone

Sand for Filling

Cement

CRS Stone

Dy. Executive Engineer Executive Engineer

R&B Section, ___ ___ ___ R&B Sub-Division___ (R&B) Division, ___ ___ ___

MS Steel

Rough stone

SS 225 mm

HYSD Steel

Bond Stones(600x200x200) 42 No


23/185


24/185


25/185

Name of Work ::-

SSR :: 0.0%

SNo Quantity Unit Rate per

1 2 3 5 6

1

1

1

1

1

1 0.02 day 188.00 1.00 3.76

1 0.50 day 146.00 1.00 73.00

1 76.76

1 0.0 % 76.76 0.00

1 A = 76.76

1

1 100.00 cum 13.00 1.00 1300.00

1 1.00 hour 2600.00 1.00 2600.00

1 4.00 hour 345.00 1.00 1380.00

1 1.00 hour 1550.00 1.00 1550.00

1 B = 6830.00

1 6906.76

1

1 5.00 % 6906.76 345.34

1

1 10.00 % 7252.10 725.21

1

1

1 100.00 cum 0.00 1.00 0.001

1 100.00 cum 7977.31

1 79.77

1 80.00

1

1

1

1

1

1


Dist.Improements to Zaheerabad - Bidar road from KM 1/0 - 10/0 in Medak

Forming embankment with Side earthby mechanical means up to SDR including pre-watering of

soil , removal of top soil, excavation of soils , depositing the soils 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) (Payment will be made based on levels for finished item

of work).

(A) Labour

Mate

TOTAL

Page 70 of MoRT&H SDB

Unit : Cum

Taking out put = 100 Cum

Mazdoor unskilled


Water tanker 6 KL

TOTAL

(E ) Seigniorage charges

Earth

(C) Over Head Charges on (A+B)

(D) Contractors Profit on (A+B+C)

Rate per 1 cum

R&B Section, ___ ___ ___


R&B Sub-Division___

TOTAL Cost for 100 cum = (A+B+C+D+E)

Rate per 1 cum

DATA

Date :: 10-Aug-08


Amount

7

(A + B )

(B) Machinery

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

Motor Graders for Grading @ 100 cum per hour

Description of Item

4

Vibratory roller 8T

Municipal Area Allowance ::2008-09

Executive Engineer (R&B)

(R&B) Roads, ___ ___ ___


26/185

1 2 3 5 6 74

1


27/185

1 2 3 5 6 74

1


28/185

1 2 3 5 6 74

1

1

2

2

2

2

2

2 0.04 day 188.00 1.00 7.52

2 1.00 day 146.00 1.00 146.00

2 153.52

2 0.0 % 153.52 0.00

2 A = 153.52

2

2

2 100.00 cum 13.00 1.00 1300.00

2 160.00 t.km 4.50 t.km 720.00

2

2 72.00

2 0.50 hour 2760.00 1.00 1380.00

2 1.00 hour 2600.00 1.00 2600.00

2 4.00 hour 345.00 1.00 1380.00

2 1.00 hour 1550.00 1.00 1550.00

2 B = 9002.00

2 9155.52

2

2 5.00 % 9155.52 457.78

2

2 10.00 % 9613.30 961.33

2

2

2 100.00 cum 0.00 1.00 0.00

2

2 100.00 cum 10574.63

2

2 105.75

2 106.00

2

3

3

(D) Contractors Profit on (A+B+C+D)


Earth

(A + B)


Rate per 1 cum

Rate per 1 cum





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) With a lead of 0KM (Payment will be made based on levels for finished item of

work).





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) (Payment will be made based on levels for

finished item of work).

Page 68,69 of MoRT&H SDB


(A) Labour

Tipper (for 1 Km = 160x1 = 160) t.km

Add 10% of cost of carriage to cover

cost of loading and unloading

Dozer 80 HP for spreading @ 200 cum per hour

(B) Machinery


Mate

Mazdoor unskilled


Water tanker 6 KL

Vibratory roller 8T

TOTAL

Unit : Cum

TOTAL


29/185

1 2 3 5 6 74

3

3

3

3

3 0.04 day 188.00 1.00 7.52

3 1.00 day 146.00 1.00 146.00

3 153.523 0.0 % 153.52 0.00

3 A = 153.52

3

3

3 100.00 cum 13.00 1.00 1300.00

3 0.00 t.km 4.50 t.km 0.00

3

3 0.00

3 0.50 hour 2760.00 1.00 1380.00

3 1.00 hour 2600.00 1.00 2600.00

3 4.00 hour 345.00 1.00 1380.00

3 1.00 hour 1550.00 1.00 1550.003 B = 8210.00

3 8363.52

3

3 5.00 % 8363.52 418.18

3

3 10.00 % 8781.70 878.17

3

3

3 100.00 cum 0.00 1.00 0.00

3

3 100.00 cum 9659.87

33 96.60

3 97.00

3

4

4

4

4

4

4 0.08 day 188.00 1.00 15.044 2.00 day 146.00 1.00 292.00

4 307.04

4 0.0 % 307.04 0.00

4 A = 307.04

4

4 180.00 cum 13.00 1.00 2340.00

4 B = 2340.00

4 2647.04

4

4 5.00 % 2647.04 132.35

4

TOTAL


Dozer 80 HP for spreading @ 200 cum per hour



(A + B )

Mate


Unit : Cum


Water tanker 6 KL

Vibratory roller 8TTOTAL

(A) Labour


TOTAL

(B) Machinery



Earth


Mazdoor unskilled

Add 10% of cost of carriage to cover

cost of loading and unloading


Tipper ( for 0 Km = 160 x 0 = 0) t.km

Unit : Cum


Rate per 1 cum


Earthwork excavation in soils up to SDR by mechanical means including trimming bottom and

side slopes in accordance with requirements of lines , grades and cross sections etc., complete

including seigniorage charges for finished item of work for trench cutting as per MoRT&H

specification 301(4th

Revision) and as directed by the Engineer-in-Charge

Rate per 1 cum

(A + B )

(A) Labour

Mate

(B) Machinery

Mazdoor unskilled



TOTAL


30/185

1 2 3 5 6 74

4 10.00 % 2779.39 277.94

4

4

4 180.00 cum 0.00 1.00 0.00

4

4 180.00 cum 3057.33

4 16.994 17.00

4

5

5

5

5

5

5 0.08 day 188.00 1.00 15.04

5 2.00 day 146.00 1.00 292.005 307.04

5 0.0 % 307.04 0.00

5 A = 307.04

5

5

5 360.00 cum 13.00 1.00 4680.00

5 16.36 hour 575.00 1.00 9407.00

5 B = 14087.00

5 14394.04

5

5 5.00 % 14394.04 719.70

55 10.00 % 15113.74 1511.37

5

5

5 360.00 cum 0.00 1.00 0.00

5

5 360.00 cum 16625.11

5 46.18

5 46.20

5

6

6

6

6

6

6 1.80 day 188.00 1.00 338.40

6 45.00 day 146.00 1.00 6570.00

6 6908.40

6 0.0 % 6908.40 0.00

6 A = 6908.40

6


Removal ofunserviceable soils up to SDR including excavation, loading and disposal up to 1000

m etc., complete including seigniorage charges for finished item of work as per MoRT&H

specification 301(4th Revision) and as directed by the Engineer-in-Charge


Unit : Cum



Earth

(A) Labour


Rate per 1 cumRate per 1 cum

TOTAL

(B) Machinery


Mate

Mazdoor unskilled


(A + B )


Tippers 5.50 cum capacity

TOTAL

(A) Labour

Mate



Rate per 1 cum

Rate per 1 cum


Removal ofunserviceable soils by Manual means up to SDR including excavation, loading and

disposal up to 1000 m etc., complete including seigniorage charges for finished item of work as

per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge


Unit : Cum



Mazdoor unskilled

TOTAL

Earth


31/185

1 2 3 5 6 74

6

6 10.00 hour 575.00 1.00 5750.00

6 B = 5750.00

6 12658.40

6

6 5.00 % 12658.40 632.92

66 10.00 % 13291.32 1329.13

6

6

6 120.00 cum 0.00 1.00 0.00

6

6 120.00 cum 14620.45

6 121.84

6 121.80

6

7

7

7

7

7

7

7 0.48 day 188.00 1.00 90.24

7 2.00 day 193.40 1.00 386.80

7 10.00 day 146.00 1.00 1460.00

7 1937.04

7 0.0 % 1937.04 0.00

7 A = 1937.04

7

7 6.00 hour 2600.00 1.00 15600.00

7 6.00 hour 1550.00 1.00 9300.00

7 12.00 hour 345.00 1.00 4140.00

7 3.00 hour 345.00 1.00 1035.00

7 B = 30075.00

7

7

7

7

7

7 192.00 cum 845.22 1.00 162282.56

7

7 76.00 cum 560.43 1.00 42592.68

7

7 115.20 cum 207.60 1.00 23915.52

7 C= 228790.76

7 260802.80



(A + B )

Tippers 5.50 cum capacity

(B) Machinery


Rate per 1 cum

TOTAL

Rate per 1 cum

Motor grader 3.35M Blade @50 cum/Hr.

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - I of

MoRT&H Table 400-1 including cost, seigniorage charges and conveyance of all materials to

work site and spreading in uniform layers with motor grader or by approved means, on preparedsurface mixing by mix in place method with Rotavator / approved means at OMC and compacting

with vibratory roller to achieve the desired density etc., complete for finished item of work as per

MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment

will be made based on levels for finished item of work ).

By Mix in Place Method

Unit = cum


Mazdoor unskilled


TOTAL

Taking output = 300 cum

(A) Labour

Mate

Mazdoor skilled

Tractor - Rotavator (223+11=234)

Vibratory roller 8T

Water tanker 6 KL

TOTAL

(C) Material

(A + B +C)

TOTAL

53-9.5mm IRC & MORT&H HBG/HBT Chips @ 50 %

9.5-2.36 mm IRC & MORT&H HBG/HBT Chips @ 20 %

(Rate of 2.36mm & below HBG/HBT metal)

Average rate of (9.5-12),(5-7)&(2.36-5)

Avg. rate of (50-55),(40-45),(25-27,(19-22),(12-14)&(9.5-12)


Earth

2.36mm and below @30%

Close graded Granular sub-base material as per

Table 400-1, Grading I material of MORT&H

(B) Machinery


32/185

1 2 3 5 6 74

7

7 5.00 % 260802.80 13040.14

7

7 10.00 % 273842.94 27384.29

7

7

7 383.20 cum 0.00 1.00 0.007

7 300.00 cum 301227.23

7 1004.09

7 1004.00

7

8

8

8

8

8

8

8 0.40 day 188.00 1.00 75.20

8 2.00 day 193.40 1.00 386.80

8 8.00 day 146.00 1.00 1168.00

8 1630.00

8 0.0 % 1630.00 0.00

8 A = 1630.008

8 6.00 hour 2600.00 1.00 15600.00

8 6.00 hour 1550.00 1.00 9300.00

8 12.00 hour 345.00 1.00 4140.00

8 3.00 hour 345.00 1.00 1035.00

8 B = 30075.00

8

8

8

8

8

8 134.40 cum 735.32 1.00 98827.018

8 172.80 cum 798.14 1.00 137918.30

8

8 76.80 cum 207.60 1.00 15943.68

8 C= 252688.99

8 284393.99

8

8 5.00 % 284393.99 14219.70

8

8 10.00 % 298613.69 29861.37

8

Metal

TOTAL Cost for 300 cum = (A+B+C+D+E+F)

Rate per 1 cum

(D) Over Head Charges on (A+B+C)

Rate per 1 cum

(E) Contractors Profit on (A+B+C+D)

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - I of

MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to

work site and spreading in uniform layers with motor grader or by approved means, on prepared

surface mixing by mix in place method with Rotavator / approved means at OMC and compacting




By Mix in Place Method

Unit = cum


(C) Material

Mazdoor unskilled


TOTAL


(A) Labour

Mate

Mazdoor skilled


Coarse graded Granular sub-base material as per

Table 400-2, Grading I material of MORT&H

(B) Machinery



Vibratory roller 8T

Water tanker 6 KL

TOTAL

(A + B +C)


TOTAL

53-26.5 mm IRC & MORT&H HBG/HBT Chips @ 35 %

26.5 to 4.75 mm IRC & MORT&H HBG/HBT Chips @ 45 %

(Rate of 2.36mm & below HBG/HBT metal)

Average rate of (25-27),(19-22),(12-14),(9.5-11.2),(5-7),(2.36-5)

Avg. rate of (50-55),(40-45),(25-27)


(F ) Seigniorage charges


33/185

1 2 3 5 6 74

8

8 384.00 cum 0.00 1.00 0.00

8

8 300.00 cum 328475.06

8 1094.92

8 1095.00

89

9

9

99

9 0.40 day 188.00 1.00 75.20

9 2.00 day 193.40 1.00 386.80

9 8.00 day 146.00 1.00 1168.00

9 1630.00

9 0.0 % 1630.00 0.00

9 A = 1630.00

9

9 6.00 hour 2600.00 1.00 15600.00

9 12.00 hour 345.00 1.00 4140.00

9 6.00 hour 1550.00 1.00 9300.00

9 3.00 hour 345.00 1.00 1035.009 B = 30075.00

9

9

9

9

9

9 255.00 cum 560.43 1.00 142909.65

9

9 129.00 cum 207.60 1.00 26780.40

9 C= 169690.05

9 201395.05

99 5.00 % 201395.05 10069.75

9

9 10.00 % 211464.80 21146.48

9

9

9 384.00 cum 0.00 1.00 0.00

9

9 300.00 cum 232611.28

9 775.37

9 775.00

9



TOTAL

(B) Machinery



Water tanker 6 KL

Coarse graded Granular sub-base material as per

Mate

Mazdoor skilled

Mazdoor unskilled

Vibratory roller 8T

Table 400-2 of MORT&H

TOTAL

(C) Material

Average rate of (9.5-11.2),( 5-7)&(2.36-5)

(A) Labour


Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - III

of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to

work site and spreading in uniform layers with motor grader or by approved means, on prepared

surface mixing by mix in place method with Rotavator / approved means at OMC and compacting




9.5-4.75mm IRC & MORT&H HBG/HBT Chips @ 66%

Rate of 2.36mm & below HBG/HBT metal

Unit = cum




TOTAL

(A + B +C)


Metal


Rate per 1 cum

Rate per 1 cum

Rate per 1 cum


Rate per 1 cum


Metal


34/185

1 2 3 5 6 74

10

10

10

1010

10 0.20 day 188.00 1.00 37.60

10 5.00 day 146.00 1.00 730.00

10 5.00 cum 21.50 1.00 -107.50

10 660.10

10 0.0 % 660.10 0.00

10 A = 660.10

10 660.10

10

10 5.00 % 660.10 33.01

10

10 10.00 % 693.11 69.3110

10 100.00 sqm 762.42

10 7.62

10 7.60

10

11

11

11

1111

11 0.01 day 188.00 1.00 1.88

11 0.25 day 146.00 1.00 36.50

11 38.38

11 0.0 % 38.38 0.00

11 A = 38.38

11

11 0.08 hour 345.00 1.00 27.60

11 0.20 hour 1320.00 1.00 264.00

11 0.23 hour 575.00 1.00 132.25

11 B = 423.85

11 462.2311

11 5.00 % 462.23 23.11

11

11 10.00 % 485.34 48.53

11

11 100.00 sqm 533.87

11 5.34

11 5.30

11


Mazdoor including loading & unloading

TOTAL

(A )

(B) Machinery

(A + B )


TOTAL



(A) Labour

Front end loader 1 cum capacity

TOTAL Cost for 100 sqm = (A+B+C+D)

Rate per 1 sqm

Rate per 1 sqm

TOTAL


Scarifying the existing granular surface to a depth of 50 mm by Manual means including all

labour charges etc., complete as per MoRT&H (4th

Revision) Specn. No.305.4.3 for finished item

of work.

Unit = sqm

Deduct for loading & unloading

Taking output = 100 sqm(A) Labour

Mate

TOTAL Cost for 100 sqm = (A+B+C)

Rate per 1 sqm

Rate per 1 sqm

(B) Over Head Charges on (A)

(C) Contractors Profit on (A+B)


Unit = sqm

Taking output = 100 sqm

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 up to 1000 m as per MoRT&H (4th

Revision) Specn.

No.305.4.3

Tipper 5.50 cum capacity, 4 trips/Hour

Mate

Mazdoor

Tractor with ripper attachment @ 60 cum per hour


35/185

1 2 3 5 6 74

12

12

12

12

12

12 10.08 nos. 188.00 1.00 1895.04

12 2.00 nos. 193.40 1.00 386.80

12 250.00 nos. 146.00 1.00 36500.00

12 38781.84

12 0.0 % 38781.84 0.00

12 A = 38781.84

12

12 12.00 hour 540.00 1.00 6480.00

12 24.00 hour 345.00 1.00 8280.00

12 B = 14760.00

12

12 217.80 cum 412.60 1.00 89864.28

12 200.38 cum 552.60 1.00 110729.99

12 17.42 cum 1106.68 1.00 19278.37

12

12 57.60 cum 669.18 1.00 38544.77

12

12 28.80 cum 207.60 1.00 5978.88

12 C = 264396.29

12 317938.13

12

12 5.00 % 317938.13 15896.91

12

12 10.00 % 333835.04 33383.50

12

12

12 522.00 cum 0.00 1.00 0.00

1212 360.00 cum 367218.54

12 1020.05

12 1020.00

12

(A) Labour

Mate

Mazdoor skilled

Rate per 1 cum


Page 104,105,106 of MoRT&H SDB

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of

Grade - II - HBG/HBT ( IRC ) Metal (Machine crushed metal for 22.40mm and below) as per

Table 400-7&9 of MoRT&H Specification 404 of 4th revision for Water Bound Macadam

specification including cost, conveyance and seigniorage charges and spreading in uniform

thickness, hand packing, rolling with Power Road Roller 8- 10 Tonnes in stages to proper grade

and camber applying and brooming requisite type ' A ' screenings as per table 400-8&9 and

binding materials as to fill up the interstices of coarse aggregates, watering and compacting to therequired density for finished item of work as per MoRT&H specification 404 (4

threvision) and as

directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of

work)

Unit = cum

(B) Machinery

smooth wheeled roller 8 Ton

water tanker 6 KL

TOTAL

Mazdoor


TOTAL



Metal

Rate per 1 cum

(C) Material

63mm IRC HBG/HBT metal


22.40 mm IRC HBG/HBT M/C metal

(Ave of 9.5-11.2 mm & 5-7 mm M/C )

Binding material @ 0.06 cum / 10sqm

(Rate of 2.36mm & Below)

Screenings 13.2mm@ 0.12cum/10sqm

TOTAL

(A + B +C)




36/185

1 2 3 5 6 74

13

13

13

13

13

13 10.08 nos. 188.00 1.00 1895.04

13 2.00 nos. 193.40 1.00 386.80

13 250.00 nos. 146.00 1.00 36500.00

1338781.84

13 0.0 % 38781.84 0.00

13 A = 38781.84

13

13 12.00 hour 540.00 1.00 6480.00

13 24.00 hour 345.00 1.00 8280.00

13 B = 14760.00

13

13 357.19 cum 552.60 1.00 197383.19

13 78.41 cum 1106.68 1.00 86774.78

13

13 86.40 cum 275.27 1.00 23782.90

13

13 28.80 cum 207.60 1.00 5978.88

13 C = 313919.75

13 367461.59

13

13 5.00 % 367461.59 18373.08

13

13 10.00 % 385834.67 38583.47

13

13

13 550.80 cum 0.00 1.00 0.00

13

13 360.00 cum 424418.14

13 1178.94

13 1179.00

13


Grade - III -HBG/HBT ( IRC ) Metal (Machine crushed metal for 22.40mm and below) as

per Table 400-7& 9 of MoRT&H Specification 404 of 4th revision forWater Bound Macadam



and camber applying and brooming requisite type ' B ' screenings as per table 400-8&9 and

binding materials to fill up the interstices of coarse aggregates, watering and compacting to therequired density for finished item of work as per MoRT&H specification 404 (4

threvision) and as


work)

TOTAL

(A + B +C)

Mate



TOTAL

(B) Machinery


Unit = cum


(A) Labour

Mazdoor skilled

Mazdoor


Rate per 1 cum

Metal

Rate per 1 cum

water tanker 6 KL


TOTAL

(C) Material





22.40mm IRC HBG/HBT M/C metal

Avg. of (2.36-5),( 2.36mm & below)


Screenings 11.2mm @0.18cum/10sqm


37/185

1 2 3 5 6 74

14

14

14

14

14

14 10.08 nos. 188.00 1.00 1895.04

14 2.00 nos. 193.40 1.00 386.80

14 250.00 nos. 146.00 1.00 36500.00

14 38781.8414 0.0 % 38781.84 0.00

14 A = 38781.84

14

14 12.00 hour 540.00 1.00 6480.00

14 24.00 hour 345.00 1.00 8280.00

14 B = 14760.00

14

14 217.80 cum 412.60 1.00 89864.28

14 200.38 cum 675.43 1.00 135342.66

14 17.42 cum 1106.68 1.00 19278.37

14

14 57.60 cum 669.18 1.00 38544.7714

14 28.80 cum 207.60 1.00 5978.88

14 C = 289008.96

14 342550.80

14

14 5.00 % 342550.80 17127.54

14

14 10.00 % 359678.34 35967.83

14

14

14 522.00 cum 0.00 1.00 0.00

14

14 360.00 cum 395646.17

14 1099.02

14 1099.00

14


Grade - II - HBG/HBT ( IRC ) Metal (Machine crushed metal for 45mm and below) as per




and camber applying and brooming requisite type ' A ' screenings as per table 400-8&9 and


threvision) and as


work)

(B) Machinery

water tanker 6 KL

TOTAL

(C) Material



(A) Labour

Mate

Mazdoor skilled


TOTAL


Unit = cum

Mazdoor


45mm IRC HBG/HBT M/C metal


TOTAL

(A + B +C)


(Ave of 9.5-11.2 mm & 5-7 mm M/C )Binding material @ 0.06 cum / 10sqm



Rate per 1 cum

Rate per 1 cum




Metal


38/185

1 2 3 5 6 74

15

15

15

15

15

15 10.08 nos. 188.00 1.00 1895.04

15 2.00 nos. 193.40 1.00 386.80

15 250.00 nos. 146.00 1.00 36500.00

15 38781.84

15 0.0 % 38781.84 0.00

15 A = 38781.84

15

15 12.00 hour 540.00 1.00 6480.00

15 24.00 hour 345.00 1.00 8280.00

15 B = 14760.00

15

15 357.19 cum 675.4300 1.00 241256.84

15 78.41 cum 1106.68 1.00 86774.78

15

15 86.40 cum 275.27 1.00 23782.90

15

15 28.80 cum 207.60 1.00 5978.8815 C = 357793.40

15 411335.24

15

15 5.00 % 411335.24 20566.76

15

15 10.00 % 431902.00 43190.20

15

15

15 550.80 cum 0.00 1.00 0.00

15

15 360.00 cum 475092.20

15 1319.7015 1320.00

15


Avg. of (2.36-5),( 2.36mm & below)





Grade - III - HBG/HBT ( IRC ) Machine crushed metal as per Table 400-7& 9 of MoRT&H

Specification 404 of 4th revision for Water Bound Macadam specification including cost,

conveyance and seigniorage charges and spreading in uniform thickness, hand packing, rolling

with Power Road Roller 8- 10 Tonnes in stages to proper grade and camber applying and

brooming requisite type ' B ' screenings as per table 400-8&9 and binding materials to fill up the

interstices of coarse aggregates, watering and compacting to the required density for finished itemof work as per MoRT&H specification 404 (4

threvision) and as directed by the Engineer-in-

Charge (Payment will be made based on levels for finished item of work)

(A) Labour

Mate

Mazdoor skilled

Unit = cum



water tanker 6 KL

TOTAL

Mazdoor


TOTAL

(C) Material



Rate per 1 cum

TOTAL

(A + B +C)


Rate per 1 cum


Metal



(B) Machinery


39/185

1 2 3 5 6 74

16

16

16

16

16

16 10.08 nos. 188.00 1.00 1895.04

16 2.00 nos. 193.40 1.00 386.80

16 250.00 nos. 146.00 1.00 36500.00

16 38781.8416 0.0 % 38781.84 0.00

16 A = 38781.84

16

16 6.00 hour 1550.00 1.00 9300.00

16 24.00 hour 345.00 1.00 8280.00

16 B = 17580.00

16

16 217.80 cum 412.60 1.00 89864.28

16 200.38 cum 552.60 1.00 110729.99

16 17.42 cum 1106.68 1.00 19278.37

16

16 57.60 cum 669.18 1.00 38544.7716

16 28.80 cum 207.60 1.00 5978.88

16 C = 264396.29

16 320758.13

16

16 5.00 % 320758.13 16037.91

16

16 10.00 % 336796.04 33679.60

16

16

16 522.00 cum 0.00 1.00 0.00

1616 360.00 cum 370475.64

16 1029.10

16 1029.00

16



Rate per 1 cum

Rate per 1 cum


(A) Labour


Unit = cum



Grade - II - HBG/HBT ( IRC ) Metal (Machine crushed metal for 22.40mm and below) as per



thickness, hand packing, rolling with Vibratory Road Roller 8- 10 Tonnes in stages to proper

grade and camber applying and brooming requisite type ' A ' screenings as per table 400-8&9 and


threvision) and as


work)

(B) Machinery

Mazdoor


TOTAL

Mate

Mazdoor skilled

water tanker 6 KL

TOTAL

(C) Material


Vibratory road roller 8 Ton






TOTAL

(A + B +C)


Metal


40/185

1 2 3 5 6 74

17

17

17

17

17

17 10.08 nos. 188.00 1.00 1895.04

17 2.00 nos. 193.40 1.00 386.80

17 250.00 nos. 146.00 1.00 36500.00

17 38781.8417 0.0 % 38781.84 0.00

17 A = 38781.84

17

17 6.00 hour 1550.00 1.00 9300.00

17 24.00 hour 345.00 1.00 8280.00

17 B = 17580.00

17

17 357.19 cum 552.60 1.00 197383.19

17 78.41 cum 1106.68 1.00 86774.78

17

17 86.40 cum 275.27 1.00 23782.90

1717 28.80 cum 207.60 1.00 5978.88

17 C = 313919.75

17 370281.59

17

17 5.00 % 370281.59 18514.08

17

17 10.00 % 388795.67 38879.57

17

17

17 550.80 cum 0.00 1.00 0.00

17

17 360.00 cum 427675.2417 1187.99

17 1188.00

17

(A) Labour

Mate

Mazdoor skilled



Unit = cum


Grade - III - HBG/HBT ( IRC ) Metal (Machine crushed metal for 22.40mm and below) as

per Table 400-7& 9 of MoRT&H Specification 404 of 4th revision forWater Bound Macadam



grade and camber applying and brooming requisite type ' B ' screenings as per table 400-8&9 and

binding materials to fill up the interstices of coarse aggregates, watering and compacting to therequired density for finished item of work as per MoRT&H specification 404 (4

threvision) and as


work)

Mazdoor


water tanker 6 KL

TOTAL

(C) Material


TOTAL

(B) Machinery



TOTAL

(A + B +C)


Avg. of (2.36-5),( 2.36mm & below)

Binding material @ 0.06 cum / 10sqm(Rate of 2.36mm & Below)


TOTAL Cost for 360 cum = (A+B+C+D+E+F)Rate per 1 cum

Rate per 1 cum



Metal


41/185

1 2 3 5 6 74

18

18

18

18

18

18 10.08 nos. 188.00 1.00 1895.04

18 2.00 nos. 193.40 1.00 386.80

18 250.00 nos. 146.00 1.00 36500.00

18 38781.8418 0.0 % 38781.84 0.00

18 A = 38781.84

18

18 6.00 hour 1550.00 1.00 9300.00

18 24.00 hour 345.00 1.00 8280.00

18 B = 17580.00

18

18 217.80 cum 412.60 1.00 89864.28

18 200.38 cum 675.43 1.00 135342.66

18 17.42 cum 1106.68 1.00 19278.37

18

18 57.60 cum 669.18 1.00 38544.7718

18 28.80 cum 207.60 1.00 5978.88

18 C = 289008.96

18 345370.80

18

18 5.00 % 345370.80 17268.54

18

18 10.00 % 362639.34 36263.93

18

18

18 522.00 cum 0.00 1.00 0.00

18

18 360.00 cum 398903.27

18 1108.06

18 1108.00

18




Unit = cum


Grade - II - HBG/HBT ( IRC ) Metal (Machine crushed metal for 45mm and below) as per




grade and camber applying and brooming requisite type ' A ' screenings as per table 400-8&9 and


threvision) and as


work)

Mazdoor


TOTAL


(A) Labour

Mate

Mazdoor skilled

(C) Material




(B) Machinery


water tanker 6 KL

TOTAL



TOTAL


(A + B +C)



Rate per 1 cum

Rate per 1 cum

Metal


42/185

1 2 3 5 6 74

19

19

19

19

19

19 10.08 nos. 188.00 1.00 1895.04

19 2.00 nos. 193.40 1.00 386.80

19 250.00 nos. 146.00 1.00 36500.00

19 38781.8419 0.0 % 38781.84 0.00

19 A = 38781.84

19

19 6.00 hour 1550.00 1.00 9300.00

19 24.00 hour 345.00 1.00 8280.00

19 B = 17580.00

19

19 357.19 cum 675.43 1.00 241256.84

19 78.41 cum 1106.68 1.00 86774.78

19

19 86.40 cum 275.27 1.00 23782.90

1919 28.80 cum 207.60 1.00 5978.88

19 C = 357793.40

19 414155.24

19

19 5.00 % 414155.24 20707.76

19

19 10.00 % 434863.00 43486.30

19

19

19 550.80 cum 0.00 1.00 0.00

19

19 360.00 cum 478349.3019 1328.75

19 1329.00

19

20



Grade - III - HBG/HBT. ( IRC ) Machine crushed metal as per Table 400-7& 9 of MoRT&H

Specification 404 of 4th revision for Water Bound Macadam specification including cost,

conveyance and seigniorage charges and spreading in uniform thickness, hand packing, rolling

with Vibratory Road Roller 8- 10 Tonnes in stages to proper grade and camber applying and

brooming requisite type ' B ' screenings as per table 400-8&9 and binding materials to fill up the

interstices of coarse aggregates, watering and compacting to the required density for finished itemof work as per MoRT&H specification 404 (4

threvision) and as directed by the Engineer-in-

Charge (Payment will be made based on levels for finished item of work)

Unit = cum



TOTAL

(B) Machinery

(A) Labour

Mate

Mazdoor skilled

Mazdoor


Avg. of (2.36-5),( 2.36mm & below)

Binding material @ 0.06 cum / 10sqm(Rate of 2.36mm & Below)


water tanker 6 KL

TOTAL

(C) Material






TOTAL

(A + B +C)

Rate per 1 cum

Rate per 1 cum

Providing, Laying, Spreading and compacting graded HBG/HBT crushed stone aggregate to Wet

Mix macadam specification including cost, seigniorage 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 achieve 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. (Payment will be made

based on levels for finished item of work)


Metal


43/185

1 2 3 5 6 74

20

20

20

20

20 0.48 nos. 188.00 1.00 90.24

20 2.00 nos. 193.40 1.00 386.80

20 10.00 nos. 146.00 1.00 1460.0020 1937.04

20 0.0 % 1937.04 0.00

20 A = 1937.04

20

20 6.60 hour 1320.00 1.00 8712.00

20 6.00 hour 1090.00 1.00 6540.00

20 6.00 hour 1320.00 1.00 7920.00

20 6.00 hour 1090.00 1.00 6540.00

20 3.90 hour 1550.00 1.00 6045.00

20 3.00 hour 345.00 1.00 1035.00

20 B = 36792.00

2020

20 89.10 cum 956.68 1.00 85240.19

20

20 118.80 cum 740.18 1.00 87933.38

20

20 89.10 cum 207.60 1.00 18497.16

20 C = 191670.73

20 230399.77

20

20 5.00 % 230399.77 11519.99

20

20 10.00 % 241919.76 24191.9820

20

20 297.00 cum 0.00 1.00 0.00

20

20 225.00 cum 266111.74

20 1182.72

20 1183.00

20

21

21

21

21

21

21 0.44 nos. 188.00 1.00 82.72

21 9.00 nos. 146.00 1.00 1314.00

21 2.00 nos. 193.40 1.00 386.80

21 1783.52


TOTAL

(A + B +C)


TOTAL

Mate

Wet mix plant of 60 ton hr. capacity

Electric generating set 125 KVA


Mazdoor


(A) Labour


Vibratory roller 8-10 T

Water tanker

TOTAL

(C) Material

Unit = cum

front end loader 1 cum capacity

Mechanical Paver finisher 100 TPH

Mazdoor skilled

(B) Machinery


Rate per 1 cum

Rate per 1 cum

45 to 22.40mm IRC HBG/HBT metal @ 30%

Avg. rate of (40-45), (25-27), (19-22mm )

2.36mm to 75 micron @ 30%

(2.36mm & below)

22.4-2.36mm IRC HBG/HBT metal @ 40%

Avg. rate of (19-22),(12-14),(9.5-11.2),(5-7),(2.36mm & below)

(A) Labour

Mate

Mazdoor

Mazdoor skilled


Unit = sqm


Providing and laying surface dressing in single coat using 6 mm nominal size IRC HBG/HBT

machine crushed stone aggregates @ 0.004 cum / sqm on a layer of bitumen binder of 80/100

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.

Metal



44/185

1 2 3 5 6 74

21 0.0 % 1783.52 0.00

21 A = 1783.52

21

21 7.20 hour 290.00 1.00 2088.00

21 7.20 hour 370.00 1.00 2664.00

21

21 6.00 hour 2070.00 1.00 12420.0021

21 6.00 hour 575.00 1.00 3450.00

21 6.00 hour 1320.00 1.00 7920.00

21 6.00 hour 940.00 1.00 5640.00

21 6.00 hour 540.00 1.00 3240.00

21 B = 37422.00

21

21 6.75 MT 46177.39 1.00 311697.38

21

21 36.00 cum 587.93 1.00 21165.48

21 C = 332862.86

21 372068.3821

21 5.00 % 372068.38 18603.42

21

21 10.00 % 390671.80 39067.18

21

21

21 36.00 cum 0.00 1.00 0.00

21

21 9000.00 sqm 429738.98

21 47.75

21 47.70

2122

22

22

22

22

22 0.44 nos. 188.00 1.00 82.72

22 9.00 nos. 146.00 1.00 1314.0022 2.00 nos. 193.40 1.00 386.80

22 1783.52

22 0.0 % 1783.52 0.00

22 A = 1783.52

22

22 7.20 hour 290.00 1.00 2088.00

22 7.20 hour 370.00 1.00 2664.00

22 6.00 hour 2070.00 1.00 12420.00

22

22 6.00 hour 575.00 1.00 3450.00


(A) Labour

Tipper 10Tonne capacity for carriage of stone chips

from stock pile on road side to chip spreader


TOTAL

(B) Machinery


TOTAL

(C) Material

Bitumen 80/100 @ 0.75 Kg/sqm

Mechanical broom @ 1250 sqm/hr.

Air compressor 250 cfm

Front end loader 1 cum bucket capacity

Bitumen pressure distributor @1750 sqm/hr.

chip spreader @ 1500 sqm/hr.

Hydraulic self propelled

TOTAL Cost for 9000 sqm = (A+B+C+D+E+F)

Rate per 1 sqm

Rate per 1 sqm



Mate

MazdoorMazdoor skilled


Unit = sqm

Providing and laying surface dressing in single coat using 6 mm nominal size IRC HBG/HBT

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 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.


TOTAL

(B) Machinery



Hydraulic self propelled chip spreader @ 1500 sqm/hr.

Tipper 10Tonne capacity for carriage of stone chips

from stock pile on road side to chip spreader


Metal

Crushed stone chippings 6 mm

nominal size @0.004 cum/sqm

TOTAL

(A + B +C)


45/185

1 2 3 5 6 74

22 6.00 hour 1320.00 1.00 7920.00

22 6.00 hour 940.00 1.00 5640.00

22 6.00 hour 540.00 1.00 3240.00

22 B = 37422.00

22

22 6.75 MT 45347.70 1.00 306096.98

2222 36.00 cum 587.93 1.00 21165.48

22 B = 327262.46

22 366467.98

22

22 5.00 % 366467.98 18323.40

22

22 10.00 % 384791.38 38479.14

22

22

22 36.00 cum 0.00 1.00 0.00

22

22 9000.00 sqm 423270.5222 47.03

22 47.00

22

23

23

23

23

2323 0.08 nos. 188.00 1.00 15.04

23 2.00 nos. 146.00 1.00 292.00

23 307.04

23 0.0 % 307.04 0.00

23 A = 307.04

23

23 2.80 hour 290.00 1.00 812.00

23 2.80 hour 370.00 1.00 1036.00

23 2.00 hour 690.00 1.00 1380.00

23 1.00 hour 345.00 1.00 345.00

23 B = 3573.00

2323 2.10 MT 32473.65 1.00 68194.67

23 C = 68194.67

23 72074.71

23

23 5.00 % 72074.71 3603.74

23

23 10.00 % 75678.45 7567.85

23

23 3500.00 sqm 83246.30

23 23.78

23 23.80


Metal

(A) LabourMate


Crushed stone chippings 6 mm

Front end loader 1 cum bucket capacity

Bitumen pressure distributor @1750 sqm/hr.


TOTAL

(C) Material

Bitumen 60/70 @ 0.75 Kg / sqm

Rate per 1 sqm

Rate per 1 sqm

TOTAL Cost for 9000 sqm = (A+B+C+D+E+F)

nominal size @0.004 cum/sqm

(A + B +C)



TOTAL


Emulsion pressure distributor @1750 sqm/hr.

water tanker 6 KL

TOTAL

Mazdoor

Unit = sqm

Providing and applying Prime Coat with bitumen emulsion (Medium Setting) bulk using emulsion

pressure distributor on prepared surface of Granular base including cleaning of road surface and

spraying emulsion at the rate of 0.60 Kg/sqm using emulsion pressure distributor for finished item

of work etc., complete for finished item of work as per MoRT&H Specification 502 (4th Revision)

and as directed by the Engineer-in-charge.


(C) Material

TOTAL

(B) Machinery





Bitumen Emulsion @ 0.60 Kgs/sqm

TOTAL

(A + B +C)

TOTAL Cost for 3500 sqm = (A+B+C+D+E)

Rate per 1 sqm

Rate per 1 sqm


46/185

1 2 3 5 6 74

23

24

24

24

24

24

24 0.08 no 188.00 1.00 15.04

24 2.00 no 146.00 1.00 292.00

24 307.04

24 0.0 % 307.04 0.00

24 A = 307.04

24

24 2.80 hour 290.00 1.00 812.00

24 2.80 hour 370.00 1.00 1036.00

24 2.00 hour 690.00 1.00 1380.00

24 B = 3228.00

24

24 0.700 MT 32473.65 1.00 22731.56

24 C = 22731.56

24 26266.60

24

24 5.00 % 26266.60 1313.33

24

24 10.00 % 27579.93 2757.99

24

24 3500.00 sqm 30337.92

24 8.6724 8.70

24

25

25

25

25

25

25 0.08 no 188.00 1.00 15.0425 2.00 no 146.00 1.00 292.00

25 307.04

25 0.0 % 307.04 0.00

25 A = 307.04

25

25 2.80 hour 290.00 1.00 812.00

25 2.80 hour 370.00 1.00 1036.00

25 2.00 hour 690.00 1.00 1380.00

25 B = 3228.00

25

Providing and applying tack coat with bitumen Emulsion (Medium setting) (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.


(A) Labour

Mate

Mazdoor


unit = sqm



TOTAL

(C) Material


TOTAL

(B) Machinery

Mechanical broom Hydraulic @ 1250 sqm/hr.



Bitumen Emulsion @ 0.20 Kgs/sqm

TOTAL

(A + B +C)


Rate per 1 sqmRate per 1 sqm


unit = sqm


TOTAL

(B) Machinery

Mechanical broom Hydraulic @ 1250 sqm/hr.



TOTAL

(C) Material

Providing and applying tack coat with bitumen 80/100 Grade using Bitumen 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.


(A) Labour

MateMazdoor


47/185

1 2 3 5 6 74

25 0.700 MT 46177.39 1.00 32324.17

25 C = 32324.17

25 35859.21

25

25 5.00 % 35859.21 1792.96

25

25 10.00 % 37652.17 3765.2225

25 3500.00 sqm 41417.39

25 11.83

25 11.80

25

26

26

26

26

26

26 0.84 nos. 188.00 1.00 157.92

26

26

26 14.00 nos. 146.00 1.00 2044.00

26 5.00 nos. 193.40 1.00 967.00

26 3168.9226 0.0 % 3168.92 0.00

26 A = 3168.92

26

26

26 12.00 hour 15525.00 1.00 186300.00

26 6.00 hour 1550.00 1.00 9300.00

26 6.00 hour 1320.00 1.00 7920.00

26 6.00 hour 1090.00 1.00 6540.00

26 6.00 hour 540.00 1.00 3240.00

26 B = 213300.00

26

26 19.48 M.T 45347.70 1.00 883373.2026

26

26

26

26

26

26 276.75 cum 560.36 1.00 155080.74

26 C = 1038453.94

26 1254922.86

26

26 5.00 % 1254922.86 62746.14

Smooth wheeled roller 8-10 Tonnes

TOTAL

(C) Material

(i) Bitumen 60/70 Grade @19 kg per 10 sqm

and 2.36mm & below)

Mechanical Paver finisher @ 100 TPH


TOTAL

(A + B +C)

Average rate of IRC HBG/HBT M/C metal of sizes

13.2mm to 0.09mm @ 0.27 cum per 10 sqm

(A) Labour

Mate

Skilled Mazdoor for checking line and levels.

Avg. of (19-22, 12-14, 9.5-11.2, 5-7mm

(ii) Aggregate

Mazdoor working with HMP, Mechanical broom,

TOTAL

TOTAL

(B) Machinery

Generator 250 KVA

paver, roller, asphalt cutter and assistance for

setting outlines, levels and layout of construction.

For Type 'B' HBG/HBT M/C aggregates

Hot mix plant 40 to 60 TPH



Unit = sqm

Taking output = 10250 sqm (205 cum) (450 tones.)

Providing , laying ofclose graded premix surfacing material ( Mixed seal surfacing) of 20 mm

thickness by hot mix plant using HBG/HBT crushed aggregates of 13.2mm to 0.09mm (Type 'B')

as per table 500-26 of specification 512 of MoRT&H (4th

Revision), premixed with bituminous

binder 60/70 grade @ 19 Kg per 10 Sqm area, including cost and seigniorage of all materials and

transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,

level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H

Specification 512 (4th

Revision) complete for finished item of work in all respects as directed byEngineer-in-charge.

(12-14)(9.5-11.2)(5-7)(2.36-5)( 2.36mm&below)


Rate per 1 sqm


Bitumen 80/100 @ 0.20 Kg/sqm


Rate per 1 sqm

TOTAL

(A + B +C)



48/185

1 2 3 5 6 74

26

26 10.00 % 1317669.00 131766.90

26

26

26 276.75 cum 0.00 1.00 0.00

26

26 10250.00 sqm 1449435.9026 141.41

26 141.00

26

27

27

27

27

27

27 0.84 nos. 188.00 1.00 157.92

27

27

27 14.00 nos. 146.00 1.00 2044.00

27 5.00 nos. 193.40 1.00 967.00

27 3168.92

27 0.0 % 3168.92 0.00

27 A = 3168.9227

27

27 12.00 hour 15525.00 1.00 186300.00

27 6.00 hour 1550.00 1.00 9300.00

27 6.00 hour 1320.00 1.00 7920.00

27 4.80 hour 1090.00 1.00 5232.00

27 6.00 hour 540.00 1.00 3240.00

27 B = 211992.00

27

27 19.48 M.T 45347.70 1.00 883373.20

27

2727

27

27

27

27 276.75 cum 560.36 1.00 155080.74

27 C = 1038453.94

27 1253614.86

27

27 5.00 % 1253614.86 62680.74

27

27 10.00 % 1316295.60 131629.56

Metal

Mate

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.

Providing , laying ofclose graded premix surfacing material ( Mixed seal surfacing) of 25 mm

thickness by hot mix plant using HBG/HBT crushed aggregates of 13.2mm to 0.09mm (Type 'B')

as per table 500-26 of specification 512 of MoRT&H (4th

Revision), premixed with bituminous

binder 60/70 grade @ 23.75 Kg per 10 Sqm area, including cost and seigniorage of all materials

and transporting the hot mix to work site, laying with mechanical paver finisher to the required

grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRT&H

Specification 512 (4th

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

Engineer-in-charge.


Unit = sqm

Taking output = 205 cum (450 tones.)

(A) Labour



TOTAL Cost for 10250 sqm = (A+B+C+D+E+F)Rate per 1 sqm

Rate per 1 sqm


Mechanical Paver finisher @ 100 TPH


TOTALTOTAL

(B) Machinery

Hot mix plant 40 to 60 TPH

Generator 250 KVA

Smooth wheeled roller 8-10 Tonnes

TOTAL

(C) Material

(i) Bitumen 60/70 Grade @23.75 kg per 10 sqm

and 2.36mm & below)

For Type 'B' HBG/HBT M/C aggregates

(ii) Aggregate

Avg. of (19-22, 12-14, 9.5-11.2, 5-7mm

13.2mm to 0.09mm @ 0.27 cum per 10 sqm

Average rate of IRC HBG/HBT M/C metal of sizes

(A + B +C)

(12-14)(9.5-11.2)(5-7)(2.36-5)( 2.36mm&below)

TOTAL




49/185

1 2 3 5 6 74

27

27

27 276.75 cum 0.00 1.00 0.00

27

27 205.00 cum 1447925.16

27 7063.05

27 176.5827 177.00

27

28

2828

28

28

28 0.84 nos. 188.00 1.00 157.92

28

28

28 14.00 nos. 146.00 1.00 2044.00

28 5.00 nos. 193.40 1.00 967.00

28 3168.92

28 0.0 % 3168.92 0.00

28 A = 3168.92

2828

28 12.00 hour 15525.00 1.00 186300.00

28 6.00 hour 1550.00 1.00 9300.00

28 6.00 hour 1320.00 1.00 7920.00

28 4.80 hour 1090.00 1.00 5232.00

28 6.00 hour 540.00 1.00 3240.00

28 B = 211992.00

28

28 19.48 M.T 46514.30 1.00 906098.56

28

28

2828

28

28

28 276.75 cum 560.36 1.00 155080.74

28 C = 1061179.30

28 1276340.22

28

28 5.00 % 1276340.22 6381

Documents

Venkats Master DATA2008 09New1