ap master data-14-15.xls

WEIGHTED AVERAGE LEADS

1 CRUSHER

42/4 28/0 Kadiri-Hindupur road 11/0 0/0

1/6

Crusher at Km 1/6+1.00 Km C.T. of Pulagampalli - Nallamada Road

Pulagampalli - Nallamada Road Km 0/0 to 1/6 = 1.60

CT = 1.10

Kadiri - Hindupur Road Km 11/0 to 28/0 17.00

19.70Weighted Average lead = 19.70 + 14.40/2 = 26.90

or 27.00 Kms2 BITUMEN

42/4 28/0 KH Road 0/0

341.20

Refinery at Chennai

Refinary to Kadiri IB through Anantapur-Chennai road 341.20

Kadiri Municipality Km 0.0 to 1.0 = 1.00

Kadiri-Hindupur road Km 0/0 to 28/0 = 28.00

370.20

Weighted Average lead = 370.20 + 14.40/2 = 377.4

or 377.00 Kms

3 SANDSand quarry at Km 48/8+3.00 Km C.T. of Kadiri-Hindupur road 48/8 42/4 28/0

Sand quarry L2

CT = 3.30

Kadiri - Hindupur Road Km 42/2 to 48/8 6.60

9.90


or 17.00 Kms

Name of Work: Improvements to road from KM 28/0 to 42/4 of Kadiri-Hindupur road in Anantapuram District.

3 SANDSand quarry at Km 113/2 of NH-205 + 8.00 Kms 48/8 42/4 28/0

Sand quarry L2

CT = 0.22

From CC Revu to NH-205 8.00

Km 113.2 to 144.2 31.00

In M-ODC Road Km 0.0 to 32.555 32.555

In Kadiri-Hindupur road Km 19.8 to 28.000 8.200

79.98


or 87.00 Kms

From NH KM 113/2 to 144/2(M-ODC Road cross

4 R.C.C Hume Pipes

0 28/0 KH Road 19/8

M-ODC Road0/0

Pipe factory in km 81/0+0.20KM CT of Anantapur-Chennai road.

Anantapur-Chennai road Km 144.2 to 81.0 = 63.20

CT = 0.22

M-OD Cheruvu Road Km 0/0 to 32/555 = 32.56

Kadiri - Hindupur Road Km 19/8 to 28.0 = 8.20

104.18


or 111.00 Kms

Asst., Executive Engineer Mudigubba

(R&B) Section,Kadiri

Dy., Executive Engineer (R&B) Sub -

Division,Kadiri

Executive Engineer (R&B) Division, Dharmavaram

Superintending Engineer (R&B) Circle,Anantapur

CONVEYANCE & RATES OF MATERIALS S.No Specification in Brief1/22/2015 1 2 5 3 422-Jan-15

Details Amount Leads EARTH WORKS FOR ROADSEmbankment Earth 73.77 5.00 1 113.71 114.00

HMP 316.93 27.00 2 145.04 145.00Crusher 316.93 27.00 3 Forming embankment with Borrowed Soils 5 KM Lead 151.73 152.00

Metal/ Stone Qry 316.93 27.00 4 18.98 19.00Gravel 73.77 5.00 5 65.39 65.00

Sand 875.09 87.00 6 222.49 222.00Hume Pipes 111.00 GRANULAR BASES and SUB BASES

BITUMEN Rates 7 1726.01 1726.00LEAD 377.00 8 1679.34 1679.00

Grade 80/100 ### 9 1428.03 1428.00 Grade 60/70 ### 10 1795.35 1795.00

CRMB 55 Grade ### 11 1792.22 1792.00Emulsion (MS) ### 12 1462.37 1462.00

CEMENT / STEEL Rates 13 15.40 15.00CEMENT 6000.00 14 7.53 8.00

HYSD Steel ### 15 1888.74 1889.006 mm Mild Steel ### 16 2125.02 2125.00

MS STEEL ### 17 1983.25 1983.00ALLOWANCES 18 2293.48 2293.00

Place ITEM Name Value 19 1896.15 1896.00DATA Labour unicipal Area Allowance % 20 2132.43 2132.00RMR Metal % 21 1990.66 1991.00RMR Gravel % 22 2300.89 2301.00RMR Sand % 23 Wet Mix Macadam 1984.92 1985.00

Overhead Charges ( R) 5.00 % BITUMINOUS SUB BASES, BASES and SURFACING Overhead Charges ( B) 15.00 % 24 50.53 51.00

Contractors Profit 10.00 % 25 51.32 51.00VAT 0.00 % 26 34.56 35.00

Centering Charges Local Entry% 27 10.94 11.0028 12.28 12.0029 162.28 162.00

MASTER DATA FOR ROADS FOR THE YEAR 2014-15

Name of Work ::(It is linked throughout

Estimate )

Widening and Strenghening of Kadiri-Hindupur road (Old Rayachoti-Kadiri-Tumkur Road) from Km 28/0 to 42/400 in Anantapuram Dist.,

Hyper Link to DATA

RatesExact

Rates Rounded

Date (mm/dd/yy) of Preparation of Estimate V. VENKATA NARAYANA 9440818440, 07799139399, vvnhighways.blogspot.in

Forming embankment with Side Earth PAGE_70Forming embankment with Borrowed Soils 1000 m Lead PAGE_68

PAGE_68E/W for Trench cutting PAGE_50Removal of soils by Mechanical means & carting 1000 M PAGE_58Removal of soils by Manual Means & carting 1000 M PAGE_48

Varies with pipe dia.

Granular Sub-base with Grade I (Table 400 -1) type material PAGE_94Granular Sub-base with Grade II (Table 400 -1) type material-NEW PAGE _94Granular Sub-base with Grade III (Table 400 -1) type material PAGE_95Granular Sub-base with Grade I (Table 400-2) type material PAGE_95Granular Sub-base with Grade II (Table 400-2) type material PAGE_96Granular Sub-base with Grade III (Table 400-2) type material PAGE_96Scarifying the existing granular surface PAGE_67Scarifying the existing BT surface PAGE_67WBM Gr II with MC metal 22.4 mm & below and PRR PAGE_104WBM Gr III with MC metal 22.4 mm & below and PRR PAGE_104WBM Gr II with MC metal 45 mm & below and PRR PAGE_104WBM Gr III with MC metal 45 mm & below and PRR PAGE_104WBM Gr II with MC metal 22.4 mm & below and VRR PAGR_104WBM Gr III with MC metal 22.4 mm & below and VRR PAGE_104WBM Gr II with MC metal 45 mm & below and VRR PAGE_104WBM Gr III with MC metal 45 mm & below and VRR PAGE_104

PAGE_110

Single coat surface dressing with VG 10 grade Bitumen PAGE_141Single coat surface dressing with VG 30 grade Bitumen PAGE_141Prime Coat with BT Emulsion (MS) PAGE_123Tack Coat with BT Emulsion (MS) PAGE_124Tack Coat with BT VG 10 Grade APRDCMix seal 20 mm with BT VG 30 Grade PAGE_146

30 162.28 162.0031 162.00 162.0032 7352.71 7353.0033 6990.40 6990.0034 7389.06 7389.0035 8402.54 8403.0036 8446.70 8447.0037 9149.06 9149.0038 9729.86 9730.0039 9527.48 9527.0040 9620.33 9620.0041 Gravel Shoulders 342.78 343.00

C.C. BASE COURSE and WEARING COARSE42 4114.14 4114.0043 4585.38 4585.0044 6535.77 6536.0045 VCC(1:3:6) Base course with FLY ASH & Sand 4277.03 4277.0046 VCC M35 for C.C. Pavement with FLY ASH & Sand 6010.59 6011.00

CULVERTS, BRIDGES Foundations, Substructures & Superstructure47 26.90 27.0048 124.83 125.0049 512.13 512.0050 4585.38 4585.0051 5043.92 5044.0052 2761.08 2761.0053 3291.78 3292.0054 4287.49 4287.0055 5083.31 5083.0056 6860.93 6861.0057 8055.64 8056.0058 9169.52 9170.0059 ### ###60 Filling between Body walls with Gravel 512.13 512.0061 1135.74 1136.0062 708.73 709.0063 5818.40 5818.0064 5312.45 5312.0065 VCC M20 Grade CC with 40 mm metal for Raft Foundation 6432.65 6433.0066 VCC M20Grade CC with 40 mm metal for Sub Structure 6803.77 6804.0067 6934.29 6934.0068 7564.68 7565.0069 6881.80 6882.0070 6909.97 6910.0071 394.76 395.00

Mix seal 25 mm with BT VG 30 Grade NABARDMix seal 25 mm with BT CRMB NABARDMacadam 50 mm with BT VG 30 Grade PAGE_125Macadam 50 mm with BT VG 30 Grade (NEW- Batch Mix Plant) PAGE_125Macadam 50 mm with BT VG 10 Grade PAGE_125Dense Graded Bituminous Macadam with BT VG 30 Grade PAGE_132Dense Graded Bituminous Macadam with BT VG 30 Grade (NEW) PAGE_132SDBC 25 mm with BT VG 30 Grade PAGE_135Bituminous Concrete with BT CRMB 55 Grade PAGE_138Bituminous Concrete with BT VG 30 Grade PAGE_138Bituminous Concrete with BT VG 30 Grade (NEW-Batch Mix) PAGE_138

PAGE_95

VCC(1:4:8) Base course below CC Pavement PAGE_331VCC(1:3:6) Base course below CC Pavement PAGE_331VCC M35 for C.C. Pavement PAGE_345

PAGE_331PAGE_345

EW for Foundation of Structures by Mechanical Means PAGE_323EW for Foundation of Structures by Manual Means PAGE_321Granular Bedding Below Pipes PAGE_462VCC (1:3:6) for Foundations PAGE_331VCC(1:3:6) for Body Walls PAGE_455Cost and Conveyance of 600 mm Dia Hume pipes to Site SSR600Cost, conveyance and Laying of 600 Dia Hume Pipes PAGE_272Cost and Conveyance of 800 mm Dia Hume pipes to Site SSR800Cost, conveyance and Laying of 800 Dia Hume Pipes PAGE_272Cost and Conveyance of 1000 mm Dia Hume pipes to Site SSR1000Cost, conveyance and Laying of 1000 Dia Hume Pipes PAGE_272Cost and Conveyance of 1200 mm Dia Hume pipes to Site SSR1200Cost, conveyance and Laying of 1200 Dia Hume Pipes PAGE_272

PAGE_462Rough Stone Revetment with 300 mm HBG Stone PAGE_522Filter Material with Gravel underneath Pitching PAGE_523VCC M15 Grade CC with 40 mm metal for Raft Foundation PAGE_335VCC M15 Grade CC with 40 mm metal for Sub Structure PAGE_335

PAGE_336PAGE_336

VRCC M20 Grade CC for Bed blocks & Backing walls PAGE_472VRCC M20 Grade CC with 20 mm metal for Deck Slab PAGE_472VRCC M30 Grade CC with 20 mm metal for Wearing Coat PAGE_477VRCC M25 Grade CC with 20 mm metal for Approach Slab PAGE_501VRCC M20 Grade CC with 12 mm metal for Railing PAGE_472

-- DO -- -- DO -- 365.24 365.0072 5108.13 5108.0073 1874.96 1875.0074 512.13 512.0075 1306.42 1306.0076 ### ###77 ### ###78 ### ###79 ### ###

MISCELLANEOUS ITEMS80 1793.09 1793.0081 72.32 72.0082 5312.45 5312.0083 5985.96 5986.0084 97.48 97.0085 71.91 72.0086 198.60 199.0087 4527.43 4527.0088 5965.79 5966.0089 289.83 290.0090 195.23 195.0091 121.83 122.0092 3965.07 3965.0093 3979.00 3979.0094 574.71 575.0095 Dismantling culverts & bridges in Ruble Masonry in CM 317.53 318.0096 991.00 991.0097 568.00 568.0098 282.87 283.0099 388.65 389.00

100 184.50 185.00101 70.30 70.00102 Hot Applied Thermoplastic Compound 832.34 832.00

PREPARED on 10-12-2014518201.00

PAGE_472VCC M15 Grade CC with 40 mm metal for leveling course PAGE_500Grouted Revetment with 300 mm HBG stone + CC(1:4:8) PAGE_522Back filling behind Abutments with gravel PAGE_462Providing and laying of filter media using 150 mm IRC stone PAGE_463Providing HYSD ( Fe-415 ) for Super structure of R.C.C items. PAGE_489Providing HYSD ( Fe-415 ) for Sub structure of R.C.C items. PAGE_490Providing HYSD ( Fe-415 ) for Foundation of R.C.C items. PAGE_448Providing MS ( Fe-250 ) for all RCC Items PAGE_460

Sand filling in foundation PAGE_422Providing 100 mm dia AC Weep holes in VCC Abutment PAGE_461VCC M 15 Grade CC using 40 - 10 mm metal for Dividers PAGE_455VRCC M 20 Grade for Cover Slabs over Side Drains PAGE_472Plastering in CM(1:5) 12 mm thick ( Rate per 10 sqm ) PAGE_452Painting two coats to new plastered surface PAGE_220Built-up-spray grout layer 75 mm thick with BT 80/100 Grade PAGE_130Providing BT Patch work using 40 mm metal & BT 80/100 EinCProviding BT Patch work using 9.5 to11.2mm metal & BT 80/100 EinCPatch work 50 - 70 mm depth using 40-10 mm metal & 80/100 BT EinCPatch work 25 - 35 mm depth using 25-10 mm metal & 80/100 BT EinCPatch work 15 - 25 mm depth using 12-10 mm metal & 80/100 BT EinCRR Masonry in CM(1:3) for Foundation. PAGE_334RR Masonry in CM(1:3) for Substructure PAGE_453Dismantling culverts & bridges in CC M15- M20 PAGE_23

Temp

25.4 mm Mastic pad for Longitudinal & Transversal Expansion joints EinC12.7 mm Mastic pad for Transversal Contraction joints. EinCPenetration macadam 50 mm thick PAGE_128Penetration macadam 75 mm thick PAGE_129Open-graded premix carpet of 20 mm thick with 80/100 BT PAGE_5_23Providing and laying type B seal coat simultaneously with 80/100 BT PAGE_5_39

Page_225

V. VENKATA NARAYANA 9440818440, 07799139399, vvnhighways.blogspot.in

GOVERNMENT OF ANDHRA PRADESHROADS AND BUILDINGS DEPARTMENT.

From ToSri V. VENKATA NARAYANA, B.E., D.A.C. The Executive Engineer,Deputy Executive Engineer, (R&B) Division,(R&B) Sub Division, Sangareddy,ZAHEERABAD MEDAK Dist.

Sir, Sub :-

Yours faithfullyEnclosures ::

1) Report, Estimates, RMR, Drawings.Deputy Executive Engineer,

(R&B) Sub Division, ZAHEERABAD

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 Chittempally- Koukuntla Road in Rangareddy dist. - Estimate submitted - Reg.

I am herewith submitting an estimate for the work "Construction of 3 vents

of 8.0 m Bridge at km 3/4-6 on Chittempally- Koukuntla Road in Rangareddy dist " for an

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

report accompanying the estimate dealt in detail the necessities and provisions made in the

estimate.

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

kindly obtain necessary approval from the competent authority and communicate.

GOVERNMENT OF ANDHRA PRADESHROADS AND BUILDINGS DEPARTMENT.

ToThe Executive Engineer,(R&B) Division,Sangareddy,MEDAK Dist.

Yours faithfully

Deputy Executive Engineer,(R&B) Sub Division, ZAHEERABAD

Construction of 3 vents of 8.0 m Bridge at km 3/4-6 on Chittempally- Koukuntla Road in Rangareddy dist. - Estimate submitted - Reg.

I am herewith submitting an estimate for the work "Construction of 3 vents

of 8.0 m Bridge at km 3/4-6 on Chittempally- Koukuntla Road in Rangareddy dist " for an

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

report accompanying the estimate dealt in detail the necessities and provisions made in the

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

kindly obtain necessary approval from the competent authority and communicate.

SPECIFICATION REPORT

Amount of Estimate : Rs.

1 Forming embankment with Side earth by mechanical means2 Forming embankment with borrowed useful earth ,3 Construction of Gravel base 300mm thick and 150 mm shoulders ,4 Providing, Laying, Spreading of Wet Mix macadam,5 Providing and applying Prime Coat with bitumen emulsion (Medium Setting),6 Providing and applying tack coat with bitumen Emulsion (Medium setting) (Bulk),7 Providing and laying of 50mm thick Bituminous Macadam,8 Providing 25 mm thick compacted Semi-Dense Bituminous Concrete,9 VAT on Part "A".

10 L.S for Quality control charges on Part "A",11 L.S. for Price adjustment Road Work,12 L.S. for change of SSR to 2007-0813 L.S for Road Safety works,14 L.S. for Avagahana sadassulu,15 016 L.S for other unforeseen items, variation in quantities rates and rounding off.

Early approval to the estimate is solicited.

Specification report accompanying the Estimate " Widening and Strenghening of Kadiri-Hindupur road (Old Rayachoti-Kadiri-Tumkur Road) from Km 28/0 to 42/400 in Anantapuram Dist., "

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 single lane to Double lane and bringing the total road to traffic worthy by strengthening , with the following provisions.

The estimate is prepared based on common SSR 2014-15 . 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.

00

Asst. Executive Engineer Dy. Executive Engineer Executive Engineer,

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

D. P. R.

AMOUNT OF ESTIMATERs Lakhs

(R&B) Circle :: SANGAREDDY.&B) Division :: SANGAREDDY.

GOVERNMENT OF TELANGANA

ROADS & BUILDINGS DEPARTMENT

HYDERABAD - INDIA

WIDENING AND STRENGHENING OF KADIRI-HINDUPUR ROAD (OLD RAYACHOTI-KADIRI-TUMKUR ROAD) FROM KM 28/0 TO 42/400 IN

ANANTAPURAM DIST.,

NAME OF WORK :-

GENERAL ABSTRACT

S.No Description Remarks

1 2 3 4

1 ROAD WORK Part "A" 4000000

Sub Total 4000000

2 L.S Amount for VAT on Part "A". 4.0% 1600003 L.S. for Price adjustment Road Work, 5.0% 2000004 L.S for Quality control charges on Part "A", 1.0% 540005 L.S. for Avagahana sadassulu, 50007 L.S for Widening pipe culvert and rounding off.6

7 L.S for variation in quantities and rounding off

Total Amount Rs. 4000000

Asst. Executive Engineer Dy. Executive Engineer

R&B Section, __ ____ ____ R&B Sub-Division, ___ ___ ____

Executive Engineer,(R&B) Division, _____ ___


Amount (Rs.)

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

GENERAL ABSTRACTNAME OF THE WORK :

DESCRIPTION AMOUNT Rs

PART - A

1 Road work 18429756

TOTAL PART - A Rs 18429756

PART - B

2 VAT on Part "A". 5.00% 9214883 L.S for Q.C charges on Part "A", 1.00% 1842984 2.00% 368595

5 L.S. for Seigniorage charges 4136686 L.S. for Avagahana sadassulu, 50007 L.S. for Road Safety Interventions 1000008 4177196

Total Rs 24600000

Technically Sanctioned for Rs. 246.00 Lakhs

AE DEE-3 EE-1/R DCE ( R ) E-in-C ( R&B) Admn, State Roads, RSW & Bldgs


Sl No

L.S. for Price adjustment Road Work,

L.S for other unforeseen items, and rounding off.

(Rupees Two hundred and forty six Lakhs Only)

Note: All the specifications in the detailed estimate & Abstract estimate may be modified as specified in the data.

GENERAL ABSTRACT

AMOUNT Rs

18429756

18429756

921488184298368595

4136685000

1000004177196

24600000

Technically Sanctioned for Rs. 246.00 Lakhs

AE DEE-3 EE-1/R DCE ( R ) E-in-C ( R&B) Admn, State Roads, RSW & Bldgs

Widening and Strenghening of Kadiri-Hindupur road (Old Rayachoti-Kadiri-Tumkur

Note: All the specifications in the detailed estimate & Abstract estimate may be modified as

Name of Work ::-

DETAILED ESTIMATE

Sno DescriptionMEASUREMENTS

Quantity Rate Per AmountNo LENT BRDT DPT

1 2 3 4 5 6 7 8 9 10

1

11 Asssss - Mmmmmm Road 1 x 1 1000.00 1.00 1.000 1000.00 cum1 Asssss - Mmmmmm Road 1 x 1 1.00 1.00 1.000 1.00 cum1 Asssss - Mmmmmm Road 1 x 1 1.00 1.00 1.000 1.00 cum1 1002.001 say 1002.00 cum 1,000.00 1.00 100200012

22 Asssss - Mmmmmm Road 1 x 1 1000.00 1.00 1.000 1000.00 cum2 Asssss - Mmmmmm Road 1 x 1 1.00 1.00 1.000 1.00 cum2 Asssss - Mmmmmm Road 1 x 1 1.00 1.00 1.000 1.00 cum2 1002.002 say 1002.00 cum 1,000.00 1.00 100200023

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


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).

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, 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).

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

1 2 3 4 5 6 7 8 9 10

3 Asssss - Mmmmmm Road 1 x 1 1.00 1.00 1.000 1.00 cum3 Asssss - Mmmmmm Road 1 x 1 1.00 1.00 1.000 1.00 cum3 1002.003 say 1002.00 cum 1,000.00 1.00 1002000

3006000Total Amount as Part "A" 3006000

Part " B "4 VAT on Part "A". 3006000 @ 4.00% Rs: 1202005 L.S for Quality control charges on Part "A", 3006000 @ 1.00% Rs: 301006 L.S. for Price adjustment Road Work, 3006000 @ 3.00% Rs: 902007 L.S for Road Safety works for caution, junction boards, studs etc. Rs: 4000008 L.S. for Avagahana sadassulu, Rs: 50009 Rs: 14648500

18300000Total Amount Rs. 1 83 00 000

33 Asst. Executive Engineer Dy. Executive Engineer Executive Engineer3 R&B Section, ___ ___ ___ R&B Sub-Division___ ___ ___ (R&B)Division,___ ___ ___

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

CALCULATIONS

No LENT BRDT DPT

* * * ** * * ** * * *

* * * ** * * ** * * *

* * * *

* * * ** * * *

Name of Work ::-

DETAILED ESTIMATE

Sno DescriptionMEASUREMENTS

Quantity Rate PerNo LENT BRDT DPT

1 2 3 4 5 6 7 8 9

1

### 12619.00### say 12619.00 Sm 7.50 1.00

1

###### say 1893.00 cum 1,462.00 1.00

1

###### say 1893.00 cum 1,985.00 1.00

1

###


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 (4 th Revision) Specn. No.305.4.3

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 including cost, charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means,

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification including cost, of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by

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.

### say 12619.00 sm 34.60 1.00

1

###### say 25238.00 sm 10.90 1.00

2

###### say 631.00 cum 7,353.00 1.00

2

### 316.00### say 316.00 cum 9,149.00 1.00

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 (4 th revision) and as directed by the Engineer-in-Charge.

Providing and laying of 50mm thick Bituminous Macadam with hot mix plant producing an average output of 37.5 tones per hour using HBG crushed aggregates of Grading - II as per table 500-4 of MoRT&H specification 504 (4th Revision) premixed with bituminous binder of 60/70 grade @ 3.3% by weight of TOTAL mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete and as per MoRT&H specification No. 504(4th Revision) .

Providing 25 mm thick compacted Semi-Dense Bituminous Concrete by hot mix plant using HBG crushed aggregates of Grading -2 as per table 500-15 of specification 508 of MoRT&H (4 th 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. (Payment will be made based on levels for finished item of work)

1### 2493.00### say 2493.00 cum 152.00 1.00

1

### 304.00### say 304.00 cum 27.00 1.00

1

### 68.00### say 68.00 cum 4,585.00 1.00

1

### 540.00### say 540.00 cum 5,312.00 1.00###

Forming shoulders with barrowed useful selected earth having MDD of not less than 1.75 Gms/CC from out side road boundary by mechanical means with all leads and lifts including prewatering of soil at barrow area, removal of top soil, excavation of soils at barrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, beaking clods, sectioning and consoilidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and 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 for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including charges for finished item of work as per MoRT&H specification 304(4th Revision) and as directed by the Engineer-in-Charge

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge for foundations

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (4th Revision) for Sub structure .

AmountCALCULATIONS

No LENT BRDT DPT

10

94643

2767566

3757605


436617

328.125

6.09375

275094

4639743

2891084

540

378936

8208

311780

2868480

18429756

Name of Work :-

S.No Specification in Brief Unit Quantity

Earth/ Gravel Metal/ Stone Sandcum cum cum

Factor Quantity Factor Quantity Factor Quantity

1 2 3 4 5 6 7 8 9 10

1 E/W for Trench cutting/Embankment 1 cum 2797.00 1.000 2797.000

2 Granular Sub-base 1 cum 1893.00 1.280 2423.04

3 WBM Gr II 1 cum 1.450 0.00

4 WBM Gr III 1 cum 1.530 0.00

5 Wet Mix Macadam 1 cum 1893.00 1.320 2498.76

6 Single coat surface dressing 1 sqm 0.004 0.00

7 Prime Coat with BT Emulsion 1 sqm

8 Tack Coat with BT Emulsion 1 sqm

9 Mix seal 20 mm with BT 60/ 70 1 cum 0.027 0.00

10 SDBC 25 mm with BT 60/70 1 cum 316.00 1.462 461.85

11 Macadam 50 mm with BT 80/100 1 cum 631.00 1.415 892.94

12 Gravel Shoulders 1 cum 1.280 0.000

13 VCC(1:4:8) 1 cum 0.900 0.00 0.450 0.00

14 VCC(1:3:6) 1 cum 68.00 0.900 61.20 0.450 30.60

15 VCC M15 Grade CC 1 cum 540.00 0.900 486.00 0.450 243.00

16 VRCC M20 Grade CC 1 cum 0.900 0.00 0.450 0.00



19 VCC M35 Grade CC 1 cum 0.900 0.00 0.450 0.00

20 VRCC M20 Grade CC for Railing 1 cum

21 Granular Bedding Below Pipes 1 cum 1.200 0.000

22 Filling between Body walls 1 cum 1.200 0.000

23 Rough Stone Revetment 1 cum 1.200 0.00

24 Filter Material with Gravel 1 cum 1.200 0.000

25 Grouted Revetment with CC(1:4:8) 1 cum 1.180 0.00 0.090 0.00

26 Back filling with gravel 1 cum

27 Filter media using 150 mm stone 1 cum 1.200 0.000

28 Sand filling in foundation 1 cum 1.200 0.000

29 100 mm dia AC Weep holes 1 m 0.002 0.000

30 Plastering in CM(1:5) 12 mm 1 sqm 0.151 0.000

31 BUSG 75 mm thick with BT 80/100 1 sqm 0.113 0.00

32 BT Patch work using 40 mm metal 1 cum 1.330 0.00

33 Patch work 50 - 70 mm depth 1 sqm 0.078 0.00



36 RR Masonry in CM(1:3) foundation 1 cum 1.258 0.00 0.326 0.00

37 RR Masonry in CM(1:3) substructure 1 cum 1.158 0.00 0.347 0.00

Total Quantity 2797.00 6823.79 273.60

Rate 22.00 50.00 40.00Amount Rs 61534.00 341190.00 10944.00


Total Amount Rs 413668.00

Name of Work:-

(A) .WEIGHTED AVERAGE LEAD FOR CRUSHER

(i) Reach km 45/0- 48/ 100

a) Cart Track 1.10 x 0.60 = 0.66 kmb) Mahbubnagar - Mannanur road km 9.40 to km 34.20 = 24.80 kmc) Wanaparthy - Jadcherla road km 28.40 to km 45.00 = 16.60 kmc) Wanaparthy - Jadcherla road km 28.40 to km 45.00 = 16.60 kmc) Wanaparthy - Jadcherla road km 28.40 to km 45.00 = 16.60 kmc) Wanaparthy - Jadcherla road km 28.40 to km 45.00 = 16.60 kmc) Wanaparthy - Jadcherla road km 28.40 to km 45.00 = 16.60 kmc) Wanaparthy - Jadcherla road km 28.40 to km 45.00 = 16.60 km

kmd) Site Spreads in km 45.00 to km 48.10e) Site average Lead (48.1 - 45) /2 = 1.55 km

Total Lead = 126.61 km.WEIGHTED AVERAGE LEAD SAY = 127.00 km

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

(i) Reach km 45/0- 48/ 100a) Chennai - Wanaparthy = 555.00 kmb) Wanaparthy - Jadcherla road km 0.00 to km 45.00 = 45.00 kmb) Wanaparthy - Jadcherla road km 0.00 to km 45.00 = 45.00 kmb) Wanaparthy - Jadcherla road km 0.00 to km 45.00 = 45.00 kmb) Wanaparthy - Jadcherla road km 0.00 to km 45.00 = 45.00 km

c) Site Spreads in km 45.00 to km 48.10d) Site average Lead (48.1 - 45) /2 = 1.55 km

Total Lead = 736.55 km.WEIGHTED AVERAGE LEAD SAY = 737.00 km

00

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


Name of Work:-

BITUMEN LEADS & RATES

STRAIGHT LEAD :: 377.00 km

Lead Conveyance Rates

Lead for Emulsion ( round the trip ):: 754.00 km 1.50

Lead for Bulk Bitumen ( round the trip ) :: 754.00 km 1.50

TYPE OF BITUMEN

Initial cost (Ex. Chennai) 43414.38 44329.74 45817.20 39418.00

Excise Duty 0.00 % 0.00 0.00 0.00 0.00

43414.38 44329.74 45817.20 39418.00

Add VAT @ 0.00 % 0.00 0.00 0.00 0.00

Deduct loading -- -- -- --

Deduct loading, Unloading & Stacking -- -- -- --

Deduct cost of Empty Emulsion Drums -- -- -- --

Total 43414.38 44329.74 45817.20 39418.00

Lead charges for Bulk BT 1.5 x 754 1131.00 1131.00 1131.00

Lead charges for Emulsion 1.5 x 754 1131.00

Total 44545.38 45460.74 46948.20 40549.00

OR SAY 44545.38 45460.74 46948.20 40549.00

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


Bulk (80/100)

Bulk (60/70)

CRMBGr 55

Emulsion(M.S)

Name of Work :: Widening and Strenghening of Kadiri-Hindupur road (Old Rayachoti-Kadiri-Tumkur Road) from Km 28/0 to 42/400 in Anantapuram Dist.,

RMR.Date :: 22-Jan-15 SSR :: 2014-15

S.No Nature of Metal

Bla

stin

g C

harg

es

0

25% On (6+9) SUM of(4-5) (7-5) on (9) % Value ( 8 to12&14 )

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 40 mm to 45 mm M.C Metal 60.00 316.93 0.00 120.90 588.00 316.93 588.00 70.00 147.00 0.00 0.0 0.00 1121.932 25 mm to 27 mm M.C Metal 27.00 316.93 0.00 120.90 944.00 316.93 944.00 70.00 236.00 0.00 0.0 0.00 1566.933 19 mm to 22 mm M.C Metal 27.00 316.93 0.00 120.90 984.00 316.93 984.00 70.00 246.00 0.00 0.0 0.00 1616.934 12 mm to 14 mm M.C chips 27.00 316.93 0.00 120.90 780.00 316.93 780.00 70.00 195.00 0.00 0.0 0.00 1361.935 9.5 mm to 11.2 mm M.C chips 27.00 316.93 0.00 120.90 656.00 316.93 656.00 70.00 164.00 0.00 0.0 0.00 1206.936 5 mm to 7 mm M.C chips 27.00 316.93 0.00 120.90 504.00 316.93 504.00 70.00 126.00 0.00 0.0 0.00 1016.937 2.36 mm to 5 mm 27.00 316.93 0.00 120.90 308.00 316.93 308.00 70.00 77.00 0.00 0.0 0.00 771.938 Below 2.36 mm (Dust) 27.00 316.93 0.00 120.90 340.00 316.93 340.00 -- -- 0.00 0.0 0.00 656.93

10 50 mm to 55 mm Metal 27.00 316.93 0.00 120.90 456.00 316.93 456.00 70.00 114.00 0.00 0.0 0.00 956.9311 40 mm to 45 mm M.C Metal 27.00 316.93 0.00 120.90 588.00 316.93 588.00 70.00 147.00 0.00 0.0 0.00 1121.9312 25 mm to 27 mm M.C Metal 27.00 316.93 0.00 120.90 944.00 316.93 944.00 70.00 236.00 0.00 0.0 0.00 1566.9313 19 mm to 22 mm M.C Metal 27.00 316.93 0.00 120.90 984.00 316.93 984.00 70.00 246.00 0.00 0.0 0.00 1616.9314 12 mm to 14 mm M.C chips 27.00 316.93 0.00 120.90 780.00 316.93 780.00 70.00 195.00 0.00 0.0 0.00 1361.9315 9.5 mm to 11.2 mm M.C chips 27.00 316.93 0.00 120.90 656.00 316.93 656.00 70.00 164.00 0.00 0.0 0.00 1206.9316 5 mm to 7 mm M.C chips 27.00 316.93 0.00 120.90 504.00 316.93 504.00 70.00 126.00 0.00 0.0 0.00 1016.9317 2.36 mm to 5 mm 27.00 316.93 0.00 120.90 308.00 316.93 308.00 70.00 77.00 0.00 0.0 0.00 771.9318 Below 2.36 mm (Dust) 27.00 316.93 0.00 120.90 340.00 316.93 340.00 -- -- 0.00 0.0 0.00 656.93

Wei

ghte

d A

vera

ge L

ead

Con

veya

nce

rate

Stac

king

Cha

rgin

g

Load

ing

&

unlo

adin

g ch

arge

s

Initi

al R

ate

of M

ater

ial

Con

veya

nce

rate

(-)

Stac

king

Cha

rges

Initi

al R

ate

of M

ater

ial

(-) S

tack

ing

Cha

rges

Mac

hine

Cru

shin

g C

harg

es

Seig

nior

age

Cha

rges TOTAL RATE

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

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

12 40 mm to 45 mm Metal 27.00 316.93 0.00 120.90 588.00 316.93 588.00 70.00 -- 0.00 0.0 0.00 974.9313 50 mm to 55 mm Metal 27.00 316.93 0.00 120.90 456.00 316.93 456.00 70.00 -- 0.00 0.0 0.00 842.9314 60 mm to 63 mm Metal 27.00 316.93 0.00 120.90 419.00 316.93 419.00 70.00 -- 0.00 0.0 0.00 805.9315 SS 300mm (HBG) for revetment 27.00 316.93 0.00 120.90 164.00 316.93 164.00 70.00 -- 0.00 0.0 0.00 550.93

Quarry spall( Field picked metal) 27.00 316.9316 Av. Of rate 25mm & 40mm 27.00 316.93 0.00 120.90 45.00 316.93 45.00 -- -- 0.00 0.0 0.00 361.9317 150 mm soling stone HBG metal 27.00 316.93 0.00 120.90 95.00 316.93 95.00 70.00 -- 0.00 0.0 0.00 481.93

1 6 mm size M.C. Chips 27.00 316.93 0.00 120.90 532.00 316.93 532.00 70.00 133.00 0.00 0.0 0.00 1051.932 10 mm size M.C. Chips 27.00 316.93 0.00 120.90 692.00 316.93 692.00 70.00 173.00 0.00 0.0 0.00 1251.933 12 mm size M.C. Chips 27.00 316.93 0.00 120.90 822.00 316.93 822.00 70.00 205.50 0.00 0.0 0.00 1414.434 20 mm size M.C. Metal 27.00 316.93 0.00 120.90 1036.00 316.93 1036.00 70.00 259.00 0.00 0.0 0.00 1681.935 25 mm size M.C. Metal 27.00 316.93 0.00 120.90 994.00 316.93 994.00 70.00 248.50 0.00 0.0 0.00 1629.436 40 mm size M.C. Metal 27.00 316.93 0.00 120.90 620.00 316.93 620.00 70.00 155.00 0.00 0.0 0.00 1161.93

1 CRS Stone 27.00 316.93 0.00 120.90 262.00 316.93 262.00 74.00 -- 0.00 0.0 0.00 652.932 Rough stone 27.00 316.93 0.00 120.90 252.00 316.93 252.00 70.00 -- 0.00 0.0 0.00 638.933 SS 225 mm 27.00 316.93 0.00 120.90 144.00 316.93 144.00 70.00 -- 0.00 0.0 0.00 530.934 Bond Stones(600x200x200) 42 No 27.00 316.93 0.00 120.90 1260.00 316.93 1260.00 0.00 -- 0.00 0.0 0.00 1576.93

Cost of each Bond Stone 37.551 Gravel 5.00 73.77 0.00 68.40 103.00 73.77 103.00 -- -- 0.00 0.0 0.00 176.77

2 Sand for Mortar 87.00 875.09 0.00 68.40 606.00 875.09 606.00 -- -- 0.00 0.0 0.00 1481.093 Sand for Concrete 87.00 875.09 0.00 68.40 462.00 875.09 462.00 -- -- 0.00 0.0 0.00 1337.094 Sand for Filling 87.00 875.09 0.00 68.40 342.00 875.09 342.00 -- -- 0.00 0.0 0.00 1217.09

5 Cement 6000.00 6000.006 HYSD Steel 43000.00 43000.007 MS Steel 44000.00 44000.008 6 mm Mild Steel 44000.00 44000.00

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

HBG/HBT SS 5 METALS ( CRUSHER LEADS )

HBG/HBT SS 5 METALS ( QUARRY LEADS )

0 Asst. Executive Engineer Dy. Executive Engineer Executive Engineer 0 R&B Section, ___ ___ ___ R&B Sub-Division___ (R&B) Division, ___ ___ ___


SUM of ( 8 to12&14 )

15

TOTAL RATE

Name of Work ::-

DATA

SSR :: 2014-15 Date :: 22-Jan-15 Municipal Area Allowance :: 0.0%

SNo Quantity Unit Description of Item Rate per Amount

1 2 3 4 5 6 7

1

1 Page 70 of MoRT&H SDB1 Unit : Cum1 Taking out put = 100 Cum 1 (A) Labour1 0.02 day Mate 345.00 1.00 6.901 0.50 day Mazdoor unskilled 295.00 1.00 147.501 154.401 0.0 % Municipal Area Allowance 154.40 0.001 TOTAL A = 154.401 (B) Machinery1 100.00 cum Rate as per G.I. Ms. No 10, Dt 26/7/2005 13.00 1.00 1300.001 1.00 hour Motor Graders for Grading @ 100 cum per hour 3216.00 1.00 3216.001 4.00 hour Water tanker 6 KL 624.00 1.00 2496.001 1.00 hour Vibratory roller 8T 2678.30 1.00 2678.301 TOTAL B = 9690.301 (A + B ) 9844.7011 5.00 % (C) Over Head Charges on (A+B) 9844.70 492.2411 10.00 % (D) Contractors Profit on (A+B+C) 10336.94 1033.6911 (E ) Seigniorage charges1 100.00 cum Earth 0.00 1.00 0.0011 100.00 cum TOTAL Cost for 100 cum = (A+B+C+D+E) 11370.631 Rate per 1 cum 113.711 Rate per 1 cum 114.001111


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 (excluding 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).

1 2 3 4 5 6 71 Asst. Executive Engineer Dy. Executive Engineer Executive Engineer (R&B)1 R&B Section, ___ ___ ___ R&B Sub-Division___ (R&B) Roads, ___ ___ ___1

1 2 3 4 5 6 71

1 2 3 4 5 6 7112

2 Page 68,69 of MoRT&H SDB2 Unit : Cum2 Taking out put = 100 Cum 2 (A) Labour2 0.04 day Mate 345.00 1.00 13.802 1.00 day Mazdoor unskilled 295.00 1.00 295.002 308.802 0.0 % Municipal Area Allowance 308.80 0.002 TOTAL A = 308.8022 (B) Machinery2 100.00 cum Rate as per G.I. Ms. No 10, Dt 26/7/2005 13.00 1.00 1300.002 160.00 t.km Tipper (for 1 Km = 160x1 = 160) t.km 7.22 t.km 1155.202 Add 10% of cost of carriage to cover2 cost of loading and unloading 115.522 0.50 hour Dozer 80 HP for spreading @ 200 cum per hour 2575.60 1.00 1287.802 1.00 hour Motor Graders for Grading @ 100 cum per hour 3216.00 1.00 3216.002 4.00 hour Water tanker 6 KL 624.00 1.00 2496.002 1.00 hour Vibratory roller 8T 2678.30 1.00 2678.302 TOTAL B = 12248.822 (A + B) 12557.6222 5.00 % (C) Over Head Charges on (A+B) 12557.62 627.8822 10.00 % (D) Contractors Profit on (A+B+C+D) 13185.50 1318.5522 (E ) Seigniorage charges2 100.00 cum Earth 0.00 1.00 0.0022 100.00 cum TOTAL Cost for 100 cum = (A+B+C+D+E) 14504.0522 Rate per 1 cum 145.042 Rate per 1 cum 145.0023

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, including all hire and operational charges of T&P and (excluding 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).

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, including all hire and operational charges of T&P and (excluding seigniorage) charges, complete for finished item of work as per MoRT&H specification 305

1 2 3 4 5 6 73

3 Page 68,69 of MoRT&H SDB3 Unit : Cum3 Taking out put = 100 Cum 3 (A) Labour3 0.04 day Mate 345.00 1.00 13.803 1.00 day Mazdoor unskilled 295.00 1.00 295.003 308.803 0.0 % Municipal Area Allowance 308.80 0.003 TOTAL A = 308.8033 (B) Machinery3 100.00 cum Rate as per G.I. Ms. No 10, Dt 26/7/2005 13.00 1.00 1300.003 800.00 t.km Tipper ( for 5 Km = 160 x 5 = 800) t.km 7.22 t.km 5776.003 Add 10% of cost of carriage to cover3 cost of loading and unloading 577.603 hour Dozer 80 HP for spreading @ 200 cum per hour 2575.60 1.00 0.003 hour Motor Graders for Grading @ 100 cum per hour 3216.00 1.00 0.003 4.00 hour Water tanker 6 KL 624.00 1.00 2496.003 1.00 hour Vibratory roller 8T 2678.30 1.00 2678.303 TOTAL B = 12827.903 (A + B ) 13136.7033 5.00 % (C) Over Head Charges on (A+B) 13136.70 656.8433 10.00 % (D) Contractors Profit on (A+B+C) 13793.54 1379.3533 (E ) Seigniorage charges3 100.00 cum Earth 0.00 1.00 0.0033 100.00 cum TOTAL Cost for 100 cum = (A+B+C+D+E) 15172.8933 Rate per 1 cum 151.733 Rate per 1 cum 152.0034

4 Page 50 of MoRT&H SDB4 Unit : Cum4 Taking out put = 180 Cum 4 (A) Labour4 0.08 day Mate 345.00 1.00 27.604 2.00 day Mazdoor unskilled 295.00 1.00 590.004 617.604 0.0 % Municipal Area Allowance 617.60 0.004 TOTAL A = 617.604 (B) Machinery4 180.00 cum Rate as per G.I. Ms. No 10, Dt 26/7/2005 13.00 1.00 2340.004 TOTAL B = 2340.00

(4th Revision) With a lead of 5KM (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 (excluding 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

1 2 3 4 5 6 74 (A + B ) 2957.6044 5.00 % (C) Over Head Charges on (A+B) 2957.60 147.8844 10.00 % (D) Contractors Profit on (A+B+C) 3105.48 310.5544 (E ) Seigniorage charges4 180.00 cum Earth 0.00 1.00 0.0044 180.00 cum TOTAL Cost for 180 cum = (A+B+C+D+E) 3416.034 Rate per 1 cum 18.984 Rate per 1 cum 19.0045

5 Page 58 of MoRT&H SDB5 Unit : Cum5 Taking out put = 360 Cum 5 (A) Labour5 0.08 day Mate 345.00 1.00 27.605 2.00 day Mazdoor unskilled 295.00 1.00 590.005 617.605 0.0 % Municipal Area Allowance 617.60 0.005 TOTAL A = 617.6055 (B) Machinery5 360.00 cum Rate as per G.I. Ms. No 10, Dt 26/7/2005 13.00 1.00 4680.005 16.36 hour Tippers 5.50 cum capacity 922.00 1.00 15083.925 TOTAL B = 19763.925 (A + B ) 20381.5255 5.00 % (C) Over Head Charges on (A+B) 20381.52 1019.0855 10.00 % (D) Contractors Profit on (A+B+C) 21400.60 2140.0655 (E ) Seigniorage charges5 360.00 cum Earth 0.00 1.00 0.0055 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E) 23540.665 Rate per 1 cum 65.395 Rate per 1 cum 65.4056

6 Page 48 of MoRT&H SDB6 Unit : Cum6 Taking out put = 120 Cum 6 (A) Labour

Removal of unserviceable soils up to SDR including excavation, loading and disposal up to 1000 m etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge

Removal of unserviceable soils by Manual means up to SDR including excavation, loading and disposal up to 1000 m etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge

1 2 3 4 5 6 76 1.80 day Mate 345.00 1.00 621.006 45.00 day Mazdoor unskilled 295.00 1.00 13275.006 13896.006 0.0 % Municipal Area Allowance 13896.00 0.006 TOTAL A = 13896.0066 (B) Machinery6 10.00 hour Tippers 5.50 cum capacity 922.00 1.00 9220.006 TOTAL B = 9220.006 (A + B ) 23116.0066 5.00 % (C) Over Head Charges on (A+B) 23116.00 1155.8066 10.00 % (D) Contractors Profit on (A+B+C) 24271.80 2427.1866 (E ) Seigniorage charges6 120.00 cum Earth 0.00 1.00 0.0066 120.00 cum TOTAL Cost for 120 cum = (A+B+C+D+E) 26698.986 Rate per 1 cum 222.496 Rate per 1 cum 222.5067

7 By Mix in Place Method7 Page 94 of MoRT&H SDB7 Unit = cum7 Taking output = 300 cum7 (A) Labour7 0.48 day Mate 345.00 1.00 165.607 2.00 day Mazdoor skilled 357.00 1.00 714.007 10.00 day Mazdoor unskilled 295.00 1.00 2950.007 3829.607 0.0 % Municipal Area Allowance 3829.60 0.007 TOTAL A = 3829.607 (B) Machinery7 6.00 hour Motor grader 3.35M Blade @50 cum/Hr. 3216.00 1.00 19296.007 6.00 hour Vibratory roller 8T 2678.30 1.00 16069.807 12.00 hour Tractor - Rotavator (223+11=234) 422.00 1.00 5064.007 3.00 hour Water tanker 6 KL 624.00 1.00 1872.007 TOTAL B = 42301.8077 (C) Material7 Close graded Granular sub-base material as per 7 Table 400-1, Grading I material of MORT&H7 53-9.5mm IRC & MORT&H HBG/HBT Chips @ 50 % 7 192.00 cum Avg. rate of (50-55),(40-45),(25-27,(19-22),(12-14)&(9.5-12) 1305.26 1.00 250610.56

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - I of MoRT&H Table 400-1 including cost, (excluding 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 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 ).

1 2 3 4 5 6 77 9.5-2.36 mm IRC & MORT&H HBG/HBT Chips @ 20 % 7 76.00 cum Average rate of (9.5-12),(5-7)&(2.36-5) 998.60 1.00 75893.357 2.36mm and below @30%7 115.20 cum (Rate of 2.36mm & below HBG/HBT metal) 656.93 1.00 75678.347 TOTAL C= 402182.257 (A + B +C) 448313.6577 5.00 % (D) Over Head Charges on (A+B+C) 448313.65 22415.6877 10.00 % (E) Contractors Profit on (A+B+C+D) 470729.33 47072.9377 (F ) Seigniorage charges7 383.20 cum Metal 0.00 1.00 0.0077 300.00 cum TOTAL Cost for 300 cum = (A+B+C+D+E+F) 517802.267 Rate per 1 cum 1726.017 Rate per 1 cum 1726.0078

8 By Mix in Place Method8 Page 94 of MoRT&H SDB8 Unit = cum8 Taking output = 300 cum8 (A) Labour8 0.48 day Mate 345.00 1.00 165.608 2.00 day Mazdoor skilled 357.00 1.00 714.008 10.00 day Mazdoor unskilled 295.00 1.00 2950.008 3829.608 0.0 % Municipal Area Allowance 3829.60 0.008 TOTAL A = 3829.608 (B) Machinery8 6.00 hour Motor grader 3.35M Blade @50 cum/Hr. 3216.00 1.00 19296.008 6.00 hour Vibratory roller 8T 2678.30 1.00 16069.808 12.00 hour Tractor - Rotavator (223+11=234) 422.00 1.00 5064.008 3.00 hour Water tanker 6 KL 624.00 1.00 1872.008 TOTAL B = 42301.8088 (C) Material8 Close graded Granular sub-base material as per 8 Table 400-1, Grading II material of MORT&H8 26.5-9.5mm IRC & MORT&H HBG/HBT Chips @ 35 % 8 134.40 cum Avg. rate of (25-27,(19-22),(12-14)&(9.5-12) 1438.18 1.00 193291.398 9.5-2.36 mm IRC & MORT&H HBG/HBT Chips @ 25 % 8 96.00 cum Average rate of (9.5-12),(5-7)&(2.36-5) 998.60 1.00 95865.288 2.36mm and below @40%

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - II of MoRT&H Table 400-1 including cost, (excluding 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 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 ).

1 2 3 4 5 6 78 153.60 cum (Rate of 2.36mm & below HBG/HBT metal) 656.93 1.00 100904.458 TOTAL C= 390061.128 (A + B +C) 436192.5288 5.00 % (D) Over Head Charges on (A+B+C) 436192.52 21809.6388 10.00 % (E) Contractors Profit on (A+B+C+D) 458002.15 45800.2288 (F ) Seigniorage charges8 384.00 cum Metal 0.00 1.00 0.0088 300.00 cum TOTAL Cost for 300 cum = (A+B+C+D+E+F) 503802.378 Rate per 1 cum 1679.348 Rate per 1 cum 1679.0089

9 By Mix in Place Method9 Page 94 of MoRT&H SDB9 Unit = cum9 Taking output = 300 cum9 (A) Labour9 0.40 day Mate 345.00 1.00 138.009 2.00 day Mazdoor skilled 357.00 1.00 714.009 10.00 day Mazdoor unskilled 295.00 1.00 2950.009 3802.009 0.0 % Municipal Area Allowance 3802.00 0.009 TOTAL A = 3802.009 (B) Machinery9 6.00 hour Motor grader 3.35M Blade @50 cum/Hr. 3216.00 1.00 19296.009 6.00 hour Vibratory roller 8T 2678.30 1.00 16069.809 12.00 hour Tractor - Rotavator (223+11=234) 422.00 1.00 5064.009 3.00 hour Water tanker 6 KL 624.00 1.00 1872.009 TOTAL B = 42301.8099 (C) Material9 Coarse graded Granular sub-base material as per 9 Table 400-1, Grading III material of MORT&H9 9.5 to 4.75 mm IRC & MORT&H HBG/HBT Chips @ 35 % 9 134.40 cum Avg. rate of (9.5-11.2),(5-7) 1111.93 1.00 149443.399 4.75 to 2.36 mm IRC & MORT&H HBG/HBT Chips @ 12.5 % 9 48.00 cum Average rate of (5-7),(2.36-5) 894.43 1.00 42932.649 2.36mm and below @52.5%9 201.60 cum (Rate of 2.36mm & below HBG/HBT metal) 656.93 1.00 132437.099 TOTAL C= 324813.129 (A + B +C) 370916.92

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - III of MoRT&H Table 400-1 including cost, (excluding 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 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 ).

1 2 3 4 5 6 799 5.00 % (D) Over Head Charges on (A+B+C) 370916.92 18545.8599 10.00 % (E) Contractors Profit on (A+B+C+D) 389462.77 38946.2899 (F ) Seigniorage charges9 384.00 cum Metal 0.00 1.00 0.0099 300.00 cum TOTAL Cost for 300 cum = (A+B+C+D+E+F) 428409.059 Rate per 1 cum 1428.039 Rate per 1 cum 1428.00910

10 By Mix in Place Method10 Page 94 of MoRT&H SDB10 Unit = cum10 Taking output = 300 cum10 (A) Labour10 0.40 day Mate 345.00 1.00 138.0010 2.00 day Mazdoor skilled 357.00 1.00 714.0010 8.00 day Mazdoor unskilled 295.00 1.00 2360.0010 3212.0010 0.0 % Municipal Area Allowance 3212.00 0.0010 TOTAL A = 3212.0010 (B) Machinery10 6.00 hour Motor grader 3.35M Blade @50 cum/Hr. 3216.00 1.00 19296.0010 6.00 hour Vibratory roller 8T 2678.30 1.00 16069.8010 12.00 hour Tractor - Rotavator (223+11=234) 422.00 1.0010 3.00 hour Water tanker 6 KL 624.00 1.00 1872.0010 TOTAL B = 37237.801010 (C) Material10 Coarse graded Granular sub-base material as per 10 Table 400-2, Grading I material of MORT&H10 53-26.5 mm IRC & MORT&H HBG/HBT Chips @ 35 % 10 134.40 cum Avg. rate of (50-55),(40-45),(25-27) 1177.26 1.00 158224.1910 26.5 to 4.75 mm IRC & MORT&H HBG/HBT Chips @ 45 % 10 172.80 cum Average rate of (25-27),(19-22),(12-14),(9.5-11.2),(5-7),(2.36-5) 1256.93 1.00 217197.5010 2.36mm and below @20%10 76.80 cum (Rate of 2.36mm & below HBG/HBT metal) 656.93 1.00 50452.2210 TOTAL C= 425873.9110 (A + B +C) 466323.711010 5.00 % (D) Over Head Charges on (A+B+C) 466323.71 23316.191010 10.00 % (E) Contractors Profit on (A+B+C+D) 489639.90 48963.99

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - I of MoRT&H Table 400-2 including cost, (excluding 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 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 ).

1 2 3 4 5 6 71010 (F ) Seigniorage charges10 384.00 cum Metal 0.00 1.00 0.001010 300.00 cum TOTAL Cost for 300 cum = (A+B+C+D+E+F) 538603.8910 Rate per 1 cum 1795.3510 Rate per 1 cum 1795.001011

11 Page 95 of MoRT&H SDB11 Unit = cum11 Taking output = 300 cum11 (A) Labour11 0.40 day Mate 345.00 1.00 138.0011 2.00 day Mazdoor skilled 357.00 1.00 714.0011 8.00 day Mazdoor unskilled 295.00 1.00 2360.0011 3212.0011 0.0 % Municipal Area Allowance 3212.00 0.0011 TOTAL A = 3212.0011 (B) Machinery11 6.00 hour Motor grader 3.35M Blade @50 cum/Hr. 3216.00 1.00 19296.0011 12.00 hour Tractor - Rotavator (223+11=234) 422.00 1.0011 6.00 hour Vibratory roller 8T 2678.30 1.00 16069.8011 3.00 hour Water tanker 6 KL 624.00 1.00 1872.0011 TOTAL B = 37237.801111 (C) Material11 Coarse graded Granular sub-base material as per 11 Table 400-2, Grading II of MORT&H11 26.5-4.75mm IRC & MORT&H HBG/HBT Chips @ 75% 11 288.00 cum Average rate of (25-27),(19-22),(12-14),(9.5-11.2),(5-7),(2.36-5) 1256.93 1.00 361995.8411 2.36mm and below @25%11 96.00 cum Rate of 2.36mm & below HBG/HBT metal 656.93 1.00 63065.2811 TOTAL C= 425061.1211 (A + B +C) 465510.921111 5.00 % (D) Over Head Charges on (A+B+C) 465510.92 23275.551111 10.00 % (E) Contractors Profit on (A+B+C+D) 488786.47 48878.651111 (F ) Seigniorage charges11 384.00 cum Metal 0.00 1.00 0.001111 300.00 cum TOTAL Cost for 300 cum = (A+B+C+D+E+F) 537665.1211 Rate per 1 cum 1792.22

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - II of MoRT&H Table 400-2 including cost, (excluding 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 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 ).

1 2 3 4 5 6 711 Rate per 1 cum 1792.001112

12 Page 95 of MoRT&H SDB12 Unit = cum12 Taking output = 300 cum12 (A) Labour12 0.40 day Mate 345.00 1.00 138.0012 2.00 day Mazdoor skilled 357.00 1.00 714.0012 8.00 day Mazdoor unskilled 295.00 1.00 2360.0012 3212.0012 0.0 % Municipal Area Allowance 3212.00 0.0012 TOTAL A = 3212.0012 (B) Machinery12 6.00 hour Motor grader 3.35M Blade @50 cum/Hr. 3216.00 1.00 19296.0012 12.00 hour Tractor - Rotavator (223+11=234) 422.00 1.0012 6.00 hour Vibratory roller 8T 2678.30 1.00 16069.8012 3.00 hour Water tanker 6 KL 624.00 1.00 1872.0012 TOTAL B = 37237.801212 (C) Material12 Coarse graded Granular sub-base material as per 12 Table 400-2 of MORT&H12 9.5-4.75mm IRC & MORT&H HBG/HBT Chips @ 66% 12 255.00 cum Average rate of (9.5-11.2),( 5-7)&(2.36-5) 998.60 1.00 254642.1512 2.36mm and below @34%12 129.00 cum Rate of 2.36mm & below HBG/HBT metal 656.93 1.00 84743.9712 TOTAL C= 339386.1212 (A + B +C) 379835.921212 5.00 % (D) Over Head Charges on (A+B+C) 379835.92 18991.801212 10.00 % (E) Contractors Profit on (A+B+C+D) 398827.72 39882.771212 (F ) Seigniorage charges12 384.00 cum Metal 0.00 1.00 0.001212 300.00 cum TOTAL Cost for 300 cum = (A+B+C+D+E+F) 438710.4912 Rate per 1 cum 1462.3712 Rate per 1 cum 1462.0012

Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - III of MoRT&H Table 400-2 including cost, (excluding 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 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 ).

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13 Page 67 of MoRT&H SDB13 Unit = sqm13 Taking output = 100 sqm13 (A) Labour13 0.20 day Mate 345.00 1.00 69.0013 5.00 day Mazdoor including loading & unloading 295.00 1.00 1475.0013 5.00 cum Deduct for loading & unloading 42.11 1.00 -210.5313 1333.4713 0.0 % Municipal Area Allowance 1333.47 0.0013 TOTAL A = 1333.4713 (A ) 1333.471313 5.00 % (B) Over Head Charges on (A) 1333.47 66.671313 10.00 % (C) Contractors Profit on (A+B) 1400.14 140.011313 100.00 sqm TOTAL Cost for 100 sqm = (A+B+C) 1540.1513 Rate per 1 sqm 15.4013 Rate per 1 sqm 15.401314

14 Page 67,68 of MoRT&H SDB14 Unit = sqm14 Taking output = 100 sqm14 (A) Labour14 0.01 day Mate 345.00 1.00 3.4514 0.25 day Mazdoor 295.00 1.00 73.7514 77.2014 0.0 % Municipal Area Allowance 77.20 0.0014 TOTAL A = 77.2014 (B) Machinery14 0.08 hour Tractor with ripper attachment @ 60 cum per hour 422.00 1.00 33.7614 0.20 hour Front end loader 1 cum capacity 1646.00 1.00 329.2014 0.23 hour Tipper 5.50 cum capacity, 4 trips/Hour 922.00 1.00 212.0614 TOTAL B = 575.0214 (A + B ) 652.221414 5.00 % (C) Over Head Charges on (A+B) 652.22 32.611414 10.00 % (D) Contractors Profit on (A+B+C) 684.83 68.481414 100.00 sqm TOTAL Cost for 100 sqm = (A+B+C+D) 753.3114 Rate per 1 sqm 7.5314 Rate per 1 sqm 7.5014

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.

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

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15 Page 104,105,106 of MoRT&H SDB15 Unit = cum15 Taking output = 360 cum15 (A) Labour15 10.08 nos. Mate 345.00 1.00 3477.6015 2.00 nos. Mazdoor skilled 357.00 1.00 714.0015 250.00 nos. Mazdoor 295.00 1.00 73750.0015 77941.6015 0.0 % Municipal Area Allowance 77941.60 0.0015 TOTAL A = 77941.6015 (B) Machinery15 12.00 hour smooth wheeled roller 8 Ton 1146.70 1.00 13760.4015 24.00 hour water tanker 6 KL 624.00 1.00 14976.0015 TOTAL B = 28736.4015 (C) Material15 217.80 cum 63mm IRC HBG/HBT metal 805.93 1.00 175531.5515 200.38 cum 45mm IRC HBG/HBT metal 974.93 1.00 195356.4715 17.42 cum 22.40 mm IRC HBG/HBT M/C metal 1616.93 1.00 28166.9215 Screenings 13.2mm@ 0.12cum/10sqm15 57.60 cum (Ave of 9.5-11.2 mm & 5-7 mm M/C ) 1111.93 1.00 64047.1715 Binding material @ 0.06 cum / 10sqm 15 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5815 TOTAL C = 482021.6915 (A + B +C) 588699.691515 5.00 % (D) Over Head Charges on (A+B+C) 588699.69 29434.981515 10.00 % (E) Contractors Profit on (A+B+C+D) 618134.67 61813.471515 (F ) Seigniorage charges15 522.00 cum Metal 0.00 1.00 0.001515 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 679948.1415 Rate per 1 cum 1888.7415 Rate per 1 cum 1889.0015

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 (excluding 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 the required density for finished item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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16 Page 104,105,106 of MoRT&H SDB16 Unit = cum16 Taking output = 360 cum16 (A) Labour16 10.08 nos. Mate 345.00 1.00 3477.6016 2.00 nos. Mazdoor skilled 357.00 1.00 714.0016 250.00 nos. Mazdoor 295.00 1.00 73750.0016 77941.6016 0.0 % Municipal Area Allowance 77941.60 0.0016 TOTAL A = 77941.6016 (B) Machinery16 12.00 hour smooth wheeled roller 8 Ton 1146.70 1.00 13760.4016 24.00 hour water tanker 6 KL 624.00 1.00 14976.0016 TOTAL B = 28736.4016 (C) Material16 357.19 cum 45mm IRC HBG/HBT metal 974.93 1.00 348235.2516 78.41 cum 22.40mm IRC HBG/HBT M/C metal 1616.93 1.00 126783.4816 Screenings 11.2mm @0.18cum/10sqm 16 86.40 cum Avg. of (2.36-5),( 2.36mm & below) 714.43 1.00 61726.7516 Binding material @ 0.06 cum / 10sqm 16 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5816 TOTAL C = 555665.0616 (A + B +C) 662343.061616 5.00 % (D) Over Head Charges on (A+B+C) 662343.06 33117.151616 10.00 % (E) Contractors Profit on (A+B+C+D) 695460.21 69546.021616 (F ) Seigniorage charges16 550.80 cum Metal 0.00 1.00 0.001616 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 765006.2316 Rate per 1 cum 2125.0216 Rate per 1 cum 2125.0016

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of 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 for Water Bound Macadam specification including cost, conveyance and (excluding 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 item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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17 Page 104,105,106 of MoRT&H SDB17 Unit = cum17 Taking output = 360 cum17 (A) Labour17 10.08 nos. Mate 345.00 1.00 3477.6017 2.00 nos. Mazdoor skilled 357.00 1.00 714.0017 250.00 nos. Mazdoor 295.00 1.00 73750.0017 77941.6017 0.0 % Municipal Area Allowance 77941.60 0.0017 TOTAL A = 77941.6017 (B) Machinery17 12.00 hour smooth wheeled roller 8 Ton 1146.70 1.00 13760.4017 24.00 hour water tanker 6 KL 624.00 1.00 14976.0017 TOTAL B = 28736.4017 (C) Material17 217.80 cum 63mm IRC HBG/HBT metal 805.93 1.00 175531.5517 200.38 cum 45mm IRC HBG/HBT M/C metal 1121.93 1.00 224812.3317 17.42 cum 22.40 mm IRC HBG/HBT M/C metal 1616.93 1.00 28166.9217 Screenings 13.2mm@ 0.12cum/10sqm17 57.60 cum (Ave of 9.5-11.2 mm & 5-7 mm M/C ) 1111.93 1.00 64047.1717 Binding material @ 0.06 cum / 10sqm 17 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5817 TOTAL C = 511477.5517 (A + B +C) 618155.551717 5.00 % (D) Over Head Charges on (A+B+C) 618155.55 30907.781717 10.00 % (E) Contractors Profit on (A+B+C+D) 649063.33 64906.331717 (F ) Seigniorage charges17 522.00 cum Metal 0.00 1.00 0.001717 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 713969.6617 Rate per 1 cum 1983.2517 Rate per 1 cum 1983.0017

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of Grade - II - HBG/HBT ( IRC ) Metal (Machine crushed metal for 45mm 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 (excluding 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 the required density for finished item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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18 Page 104,105,106 of MoRT&H SDB18 Unit = cum18 Taking output = 360 cum18 (A) Labour18 10.08 nos. Mate 345.00 1.00 3477.6018 2.00 nos. Mazdoor skilled 357.00 1.00 714.0018 250.00 nos. Mazdoor 295.00 1.00 73750.0018 77941.6018 0.0 % Municipal Area Allowance 77941.60 0.0018 TOTAL A = 77941.6018 (B) Machinery18 12.00 hour smooth wheeled roller 8 Ton 1146.70 1.00 13760.4018 24.00 hour water tanker 6 KL 624.00 1.00 14976.0018 TOTAL B = 28736.4018 (C) Material18 357.19 cum 45mm IRC HBG/HBT M/C metal 1121.9300 1.00 400742.1818 78.41 cum 22.40mm IRC HBG/HBT M/C metal 1616.93 1.00 126783.4818 Screenings 11.2mm @0.18cum/10sqm 18 86.40 cum Avg. of (2.36-5),( 2.36mm & below) 714.43 1.00 61726.7518 Binding material @ 0.06 cum / 10sqm18 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5818 TOTAL C = 608171.9918 (A + B +C) 714849.991818 5.00 % (D) Over Head Charges on (A+B+C) 714849.99 35742.501818 10.00 % (E) Contractors Profit on (A+B+C+D) 750592.49 75059.251818 (F ) Seigniorage charges18 550.80 cum Metal 0.00 1.00 0.001818 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 825651.7418 Rate per 1 cum 2293.4818 Rate per 1 cum 2293.0018

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of 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 (excluding 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 item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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19 Page 104,105,106 of MoRT&H SDB19 Unit = cum19 Taking output = 360 cum19 (A) Labour19 10.08 nos. Mate 345.00 1.00 3477.6019 2.00 nos. Mazdoor skilled 357.00 1.00 714.0019 250.00 nos. Mazdoor 295.00 1.00 73750.0019 77941.6019 0.0 % Municipal Area Allowance 77941.60 0.0019 TOTAL A = 77941.6019 (B) Machinery19 6.00 hour Vibratory road roller 8 Ton 2678.30 1.00 16069.8019 24.00 hour water tanker 6 KL 624.00 1.00 14976.0019 TOTAL B = 31045.8019 (C) Material19 217.80 cum 63mm IRC HBG/HBT metal 805.93 1.00 175531.5519 200.38 cum 45mm IRC HBG/HBT metal 974.93 1.00 195356.4719 17.42 cum 22.40 mm IRC HBG/HBT M/C metal 1616.93 1.00 28166.9219 Screenings 13.2mm@ 0.12cum/10sqm 19 57.60 cum (Ave of 9.5-11.2 mm & 5-7 mm M/C ) 1111.93 1.00 64047.1719 Binding material @ 0.06 cum / 10sqm 19 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5819 TOTAL C = 482021.6919 (A + B +C) 591009.091919 5.00 % (D) Over Head Charges on (A+B+C) 591009.09 29550.451919 10.00 % (E) Contractors Profit on (A+B+C+D) 620559.54 62055.951919 (F ) Seigniorage charges19 522.00 cum Metal 0.00 1.00 0.001919 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 682615.4919 Rate per 1 cum 1896.1519 Rate per 1 cum 1896.0019

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 (excluding 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 ' A ' screenings as per table 400-8&9 and binding materials as to fill up the interstices of coarse aggregates, watering and compacting to the required density for finished item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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20 Page 104,105,106 of MoRT&H SDB20 Unit = cum20 Taking output = 360 cum20 (A) Labour20 10.08 nos. Mate 345.00 1.00 3477.6020 2.00 nos. Mazdoor skilled 357.00 1.00 714.0020 250.00 nos. Mazdoor 295.00 1.00 73750.0020 77941.6020 0.0 % Municipal Area Allowance 77941.60 0.0020 TOTAL A = 77941.6020 (B) Machinery20 6.00 hour Vibratory road roller 8 Ton 2678.30 1.00 16069.8020 24.00 hour water tanker 6 KL 624.00 1.00 14976.0020 TOTAL B = 31045.8020 (C) Material20 357.19 cum 45mm IRC HBG/HBT metal 974.93 1.00 348235.2520 78.41 cum 22.40mm IRC HBG/HBT M/C metal 1616.93 1.00 126783.4820 Screenings 11.2mm @0.18cum/10sqm 20 86.40 cum Avg. of (2.36-5),( 2.36mm & below) 714.43 1.00 61726.7520 Binding material @ 0.06 cum / 10sqm 20 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5820 TOTAL C = 555665.0620 (A + B +C) 664652.462020 5.00 % (D) Over Head Charges on (A+B+C) 664652.46 33232.622020 10.00 % (E) Contractors Profit on (A+B+C+D) 697885.08 69788.512020 (F ) Seigniorage charges20 550.80 cum Metal 0.00 1.00 0.002020 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 767673.5920 Rate per 1 cum 2132.4320 Rate per 1 cum 2132.0020

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of 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 for Water Bound Macadam specification including cost, conveyance and (excluding 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 item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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21 Page 104,105,106 of MoRT&H SDB21 Unit = cum21 Taking output = 360 cum21 (A) Labour21 10.08 nos. Mate 345.00 1.00 3477.6021 2.00 nos. Mazdoor skilled 357.00 1.00 714.0021 250.00 nos. Mazdoor 295.00 1.00 73750.0021 77941.6021 0.0 % Municipal Area Allowance 77941.60 0.0021 TOTAL A = 77941.6021 (B) Machinery21 6.00 hour Vibratory road roller 8 Ton 2678.30 1.00 16069.8021 24.00 hour water tanker 6 KL 624.00 1.00 14976.0021 TOTAL B = 31045.8021 (C) Material21 217.80 cum 63mm IRC HBG/HBT metal 805.93 1.00 175531.5521 200.38 cum 45mm IRC HBG/HBT M/C metal 1121.93 1.00 224812.3321 17.42 cum 22.40 mm IRC HBG/HBT M/C metal 1616.93 1.00 28166.9221 Screenings 13.2mm@ 0.12cum/10sqm21 57.60 cum (Ave of 9.5-11.2 mm & 5-7 mm M/C ) 1111.93 1.00 64047.1721 Binding material @ 0.06 cum / 10sqm 21 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5821 TOTAL C = 511477.5521 (A + B +C) 620464.952121 5.00 % (D) Over Head Charges on (A+B+C) 620464.95 31023.252121 10.00 % (E) Contractors Profit on (A+B+C+D) 651488.20 65148.822121 (F ) Seigniorage charges21 522.00 cum Metal 0.00 1.00 0.002121 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 716637.0221 Rate per 1 cum 1990.6621 Rate per 1 cum 1991.0021

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of Grade - II - HBG/HBT ( IRC ) Metal (Machine crushed metal for 45mm 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 (excluding 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 ' A ' screenings as per table 400-8&9 and binding materials as to fill up the interstices of coarse aggregates, watering and compacting to the required density for finished item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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22 Page 104,105,106 of MoRT&H SDB22 Unit = cum22 Taking output = 360 cum22 (A) Labour22 10.08 nos. Mate 345.00 1.00 3477.6022 2.00 nos. Mazdoor skilled 357.00 1.00 714.0022 250.00 nos. Mazdoor 295.00 1.00 73750.0022 77941.6022 0.0 % Municipal Area Allowance 77941.60 0.0022 TOTAL A = 77941.6022 (B) Machinery22 6.00 hour Vibratory road roller 8 Ton 2678.30 1.00 16069.8022 24.00 hour water tanker 6 KL 624.00 1.00 14976.0022 TOTAL B = 31045.8022 (C) Material22 357.19 cum 45mm IRC HBG/HBT M/C metal 1121.93 1.00 400742.1822 78.41 cum 22.40mm IRC HBG/HBT M/C metal 1616.93 1.00 126783.4822 Screenings 11.2mm @0.18cum/10sqm 22 86.40 cum Avg. of (2.36-5),( 2.36mm & below) 714.43 1.00 61726.7522 Binding material @ 0.06 cum / 10sqm 22 28.80 cum (Rate of 2.36mm & Below) 656.93 1.00 18919.5822 TOTAL C = 608171.9922 (A + B +C) 717159.392222 5.00 % (D) Over Head Charges on (A+B+C) 717159.39 35857.972222 10.00 % (E) Contractors Profit on (A+B+C+D) 753017.36 75301.742222 (F ) Seigniorage charges22 550.80 cum Metal 0.00 1.00 0.002222 360.00 cum TOTAL Cost for 360 cum = (A+B+C+D+E+F) 828319.1022 Rate per 1 cum 2300.8922 Rate per 1 cum 2301.0022

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of 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 (excluding 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 item of work as per MoRT&H specification 404 (4th Revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

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23 Page 110,111 of MoRT&H SDB23 Unit = cum23 Taking output = 225 cum23 (A) Labour23 0.48 nos. Mate 345.00 1.00 165.6023 2.00 nos. Mazdoor skilled 357.00 1.00 714.0023 10.00 nos. Mazdoor 295.00 1.00 2950.0023 3829.6023 0.0 % Municipal Area Allowance 3829.60 0.0023 TOTAL A = 3829.6023 (B) Machinery23 6.60 hour Wet mix plant of 60 ton hr. capacity 1646.00 1.00 10863.6023 6.00 hour Electric generating set 125 KVA 1320.00 1.00 7920.0023 6.00 hour front end loader 1 cum capacity 1646.00 1.00 9876.0023 6.00 hour Mechanical Paver finisher 100 TPH 2249.00 1.00 13494.0023 3.90 hour Vibratory roller 8-10 T 2678.30 1.00 10445.3723 3.00 hour Water tanker 624.00 1.00 1872.0023 TOTAL B = 54470.9723 (C) Material23 45 to 22.40mm IRC HBG/HBT metal @ 30%23 89.10 cum Avg. rate of (40-45), (25-27), (19-22mm ) 1435.26 1.00 127881.9623 22.4-2.36mm IRC HBG/HBT metal @ 40%23 118.80 cum Avg. rate of (19-22),(12-14),(9.5-11.2),(5-7),(2.36mm & below) 1194.93 1.00 141957.6823 2.36mm to 75 micron @ 30% 23 89.10 cum (2.36mm & below) 656.93 1.00 58532.4623 TOTAL C = 328372.1023 (A + B +C) 386672.672323 5.00 % (D) Over Head Charges on (A+B+C) 386672.67 19333.632323 10.00 % (E) Contractors Profit on (A+B+C+D) 406006.30 40600.632323 (F ) Seigniorage charges23 297.00 cum Metal 0.00 1.00 0.002323 225.00 cum TOTAL Cost for 225 cum = (A+B+C+D+E+F) 446606.9323 Rate per 1 cum 1984.9223 Rate per 1 cum 1985.0023

Providing, Laying, Spreading and compacting graded HBG/HBT crushed stone aggregate to Wet Mix macadam specification including cost, (excluding 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)

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24 Page 141,142 of MoRT&H SDB24 Unit = sqm24 Taking output = 9000 sqm24 (A) Labour24 0.44 nos. Mate 345.00 1.00 151.8024 9.00 nos. Mazdoor 295.00 1.00 2655.0024 2.00 nos. Mazdoor skilled 357.00 1.00 714.0024 3520.8024 0.0 % Municipal Area Allowance 3520.80 0.0024 TOTAL A = 3520.8024 (B) Machinery24 7.20 hour Mechanical broom @ 1250 sqm/hr. 357.00 1.00 2570.4024 7.20 hour Air compressor 250 cfm 507.50 1.00 3654.0024 Hydraulic self propelled 24 6.00 hour chip spreader @ 1500 sqm/hr. 2567.00 1.00 15402.0024 Tipper 10Tonne capacity for carriage of stone chips24 6.00 hour from stock pile on road side to chip spreader 922.00 1.00 5532.0024 6.00 hour Front end loader 1 cum bucket capacity 1646.00 1.00 9876.0024 6.00 hour Bitumen pressure distributor @1750 sqm/hr. 1498.00 1.00 8988.0024 6.00 hour smooth wheeled roller 8 Ton 1146.70 1.00 6880.2024 TOTAL B = 52902.6024 (C) Material24 6.75 MT Bitumen VG 10 @ 0.75 Kg/sqm 44545.38 1.00 300681.3224 Crushed stone chippings 6 mm 24 36.00 cum nominal size @0.004 cum/sqm 1016.93 1.00 36609.4824 TOTAL C = 337290.8024 (A + B +C) 393714.202424 5.00 % (D) Over Head Charges on (A+B+C) 393714.20 19685.712424 10.00 % (E) Contractors Profit on (A+B+C+D) 413399.91 41339.992424 (F ) Seigniorage charges24 36.00 cum Metal 0.00 1.00 0.002424 9000.00 sqm TOTAL Cost for 9000 sqm = (A+B+C+D+E+F) 454739.9024 Rate per 1 sqm 50.5324 Rate per 1 sqm 50.502425

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 VG 10 grade @ 0.75 kg / sqm including cost, (excluding 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.

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 VG 30 grade @ 0.75 kg / sqm including cost, (excluding 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.

1 2 3 4 5 6 725 Page 141,142 of MoRT&H SDB25 Unit = sqm25 Taking output = 9000 sqm25 (A) Labour25 0.44 nos. Mate 345.00 1.00 151.8025 9.00 nos. Mazdoor 295.00 1.00 2655.0025 2.00 nos. Mazdoor skilled 357.00 1.00 714.0025 3520.8025 0.0 % Municipal Area Allowance 3520.80 0.0025 TOTAL A = 3520.8025 (B) Machinery25 7.20 hour Mechanical broom @ 1250 sqm/hr. 357.00 1.00 2570.4025 7.20 hour Air compressor 250 cfm 507.50 1.00 3654.0025 6.00 hour Hydraulic self propelled chip spreader @ 1500 sqm/hr. 2567.00 1.00 15402.0025 Tipper 10Tonne capacity for carriage of stone chips25 6.00 hour from stock pile on road side to chip spreader 922.00 1.00 5532.0025 6.00 hour Front end loader 1 cum bucket capacity 1646.00 1.00 9876.0025 6.00 hour Bitumen pressure distributor @1750 sqm/hr. 1498.00 1.00 8988.0025 6.00 hour smooth wheeled roller 8 Ton 1146.70 1.00 6880.2025 TOTAL B = 52902.6025 (C) Material25 6.75 MT Bitumen VG 30 @ 0.75 Kg / sqm 45460.74 1.00 306860.0025 Crushed stone chippings 6 mm 25 36.00 cum nominal size @0.004 cum/sqm 1016.93 1.00 36609.4825 TOTAL B = 343469.4825 (A + B +C) 399892.882525 5.00 % (D) Over Head Charges on (A+B+C) 399892.88 19994.642525 10.00 % (E) Contractors Profit on (A+B+C+D) 419887.52 41988.752525 (F ) Seigniorage charges25 36.00 cum Metal 0.00 1.00 0.002525 9000.00 sqm TOTAL Cost for 9000 sqm = (A+B+C+D+E+F) 461876.2725 Rate per 1 sqm 51.3225 Rate per 1 sqm 51.302526

NEW

26 Page 123 of MoRT&H SDB26 Unit = sqm26 Taking output = 3500 sqm26 (A) Labour26 0.08 nos. Mate 345.00 1.00 27.6026 2.00 nos. Mazdoor 295.00 1.00 590.0026 617.6026 0.0 % Municipal Area Allowance 617.60 0.0026 TOTAL A = 617.60

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 70 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.

1 2 3 4 5 6 726 (B) Machinery26 2.80 hour Mechanical broom @ 1250 sqm/hr. 357.00 1.00 999.6026 2.80 hour Air compressor 250 cfm 507.50 1.00 1421.0026 2.00 hour Emulsion pressure distributor @1750 sqm/hr. 860.00 1.00 1720.0026 1.00 hour water tanker 6 KL 624.00 1.00 624.0026 TOTAL B = 4764.6026 (C) Material26 2.45 MT Bitumen Emulsion @ 0.70 Kgs/sqm 40549.00 1.00 99345.0526 TOTAL C = 99345.0526 (A + B +C) 104727.252626 5.00 % (D) Over Head Charges on (A+B+C) 104727.25 5236.362626 10.00 % (E) Contractors Profit on (A+B+C+D) 109963.61 10996.362626 3500.00 sqm TOTAL Cost for 3500 sqm = (A+B+C+D+E) 120959.9726 Rate per 1 sqm 34.5626 Rate per 1 sqm 34.602627

27 Page 124 of MoRT&H SDB27 unit = sqm27 Taking output = 3500 sqm27 (A) Labour27 0.08 no Mate 345.00 1.00 27.6027 2.00 no Mazdoor 295.00 1.00 590.0027 617.6027 0.0 % Municipal Area Allowance 617.60 0.0027 TOTAL A = 617.6027 (B) Machinery27 2.80 hour Mechanical broom Hydraulic @ 1250 sqm/hr. 357.00 1.00 999.6027 2.80 hour Air compressor 250 cfm 507.50 1.00 1421.0027 2.00 hour Emulsion pressure distributor @1750 sqm/hr. 860.00 1.00 1720.0027 TOTAL B = 4140.6027 (C) Material27 0.700 MT Bitumen Emulsion @ 0.20 Kgs/sqm 40549.00 1.00 28384.3027 TOTAL C = 28384.3027 (A + B +C) 33142.502727 5.00 % (D) Over Head Charges on (A+B+C) 33142.50 1657.132727 10.00 % (E) Contractors Profit on (A+B+C+D) 34799.63 3479.962727 3500.00 sqm TOTAL Cost for 3500 sqm = (A+B+C+D+E) 38279.5927 Rate per 1 sqm 10.9427 Rate per 1 sqm 10.9027

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.

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28 Page 124 of MoRT&H SDB28 unit = sqm28 Taking output = 3500 sqm28 (A) Labour28 0.08 no Mate 345.00 1.00 27.6028 2.00 no Mazdoor 295.00 1.00 590.0028 617.6028 0.0 % Municipal Area Allowance 617.60 0.0028 TOTAL A = 617.6028 (B) Machinery28 2.80 hour Mechanical broom Hydraulic @ 1250 sqm/hr. 357.00 1.00 999.6028 2.80 hour Air compressor 250 cfm 507.50 1.00 1421.0028 2.00 hour Emulsion pressure distributor @1750 sqm/hr. 1498.00 1.00 2996.0028 TOTAL B = 5416.6028 (C) Material28 0.700 MT Bitumen VG 10 @ 0.20 Kg/sqm 44545.38 1.00 31181.7728 TOTAL C = 31181.7728 (A + B +C) 37215.972828 5.00 % (D) Over Head Charges on (A+B+C) 37215.97 1860.802828 10.00 % (E) Contractors Profit on (A+B+C+D) 39076.77 3907.682828 3500.00 sqm TOTAL Cost for 3500 sqm = (A+B+C+D+E) 42984.4528 Rate per 1 sqm 12.2828 Rate per 1 sqm 12.302829

29 Page 146,147 of MoRT&H SDB29 Unit = sqm29 Taking output = 10250 sqm (205 cum) (450 tones.)29 (A) Labour29 0.84 nos. Mate 345.00 1.00 289.8029 Mazdoor working with HMP, Mechanical broom, 29 paver, roller, asphalt cutter and assistance for29 14.00 nos. setting outlines, levels and layout of construction. 295.00 1.00 4130.0029 5.00 nos. Skilled Mazdoor for checking line and levels. 357.00 1.00 1785.0029 6204.8029 0.0 % Municipal Area Allowance 6204.80 0.00

Providing and applying tack coat with bitumen VG 10 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.

Providing , laying of close graded premix surfacing material ( Mixed seal surfacing) of 20 mm thickness by hot mix plant using HBG/HBT c

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