DPR-Vol-III - Rsrdc.com

RAJASTHAN STATE ROAD DEVELOPMENT & 

CONSTRUCTION CORPORATION LTD. 

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH- 

61) under BOT Annuity Scheme (Jodhpur - Osian - Phalodi) 

BOT BOT (Annuity) Project 

Length - 117.17 Km 

Project Cost - Rs. 202.97 Crore 

District - Jodhpur, Phalodi 

State - Rajasthan 

RESIDENT RESIDENT ENGINEER 

ENGINEER 

RSRDCC RSRDCC RSRDCC Ltd. Ltd. , , Unit Unit - - JODHPUR JODHPUR - - I 

I

1 Name of Project : 

2 Object of Project : 

5 Necessity of Project : 

6 Road History : 

TECHNICAL REPORT 

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 

121/500 (SH-61) under BOT Annuity Scheme (Jodhpur - 

Osian - Phalodi) 

Road project is proposed for widening strengthening and 

improvement of Phalodi (NH-15) - Osian - Jodhpur (NH-65) 

Road (SH-61) from Km. 2/000 to 121/500. It is an 

improvement link connecting Jodhpur - Phalodi. This is the 

shortest route connecting NH-15 to NH-65. Phalodi is 

Strategic important point for Army Movement. Osian is 

famous for Osian mata temple a hindu worship place. Thus 

the route is important from defence, religious and economic 

point of view. It is therefore necessary to strengthen, widen 

and improve the reach under considration. 

3 Location of the Project : This project is on the part of State Highway No. 61 of Km. 

2/000 to 121/50 (Starting from Phalodi 

Lohawat, Osian & Mathania. 

to Jodhpur via 

4 Climatic condition : a) The average annual rainfall of Phalodi district is 300 

mm 

b) Maximum Temp. during summer 45°C and 

c) 

Minimum 5°C during winter 

Water table 30 to 120 M below ground level. 

Rajasthan is the second largest state of the country and is one 

of the few states that show a great contrast from one area to 

another. This disparity is noticeable in respect of climate, soil, 

vegetation, mineral resources, etc.This is very important state 

highway (SH-61) connecting almost all the container & 

commercial traffic leading towards Bikaner, Jaiselmer, 

Ganganagar. Looking to the traffic growth & improvement of 

this area there is very necessity to further improvement of this 

road by strengthening. 

Previously, the Road was constructed in various stages. 

Originally the road was 3.0 m wide subsequently widened to 

5.5m and finally to 7m.in various stages / reaches.

7 Design Proposals : 

The Project design scope of work in this project are : 

a) Geometric Design and General Features : 

The Geometric design of the Project Highway shall 

confirm to the standards of IRC.Existing Horizontal 

Curves, which are found deficient in radius, lay out , 

transition lengths or super elevation shall corrected 

to the specified standards. 

Any deficiencies in vertical profile in respect of 

grades, layout of vertical curves and sight distance 

shall be corrected to meet the minimum specified 

requirements. 

The design speed shall be adopted for various 

terrain classified as per IRC standard for plain area 

rulling speed 80 km./hr. and minimum 65km./hr. 

b) Intersections and Junctions : 

Intersections and Junctions shall be improved as per 

IRC:SP:41. 

c) Pavement Design : 

The design of flexible pavement is covered in two 

part namely, new pavements, and widening and 

strengthening of existing pavements. As per IRC:37 

and IRC81 

d) Roadside Drainage : 

The design and construction of surface and sub 

surface drains for highway drainage shall be carried 

out in accordance with the requirements an as per 

IRC Specification. 

e) Widening of Cross - Drainage Works :

The design of drainage system such as surface and 

sub-surface drainage for pavement, median, 

shoulder, high embankment shall be carried out in 

accordance with IRC: SP: 42 and IRC: SP: 50. Surface 

runoff from the main highway, embankment slopes 

and the service roads shall be discharged through 

longitudinal drains, which shall be designed for 

adequate cross section, bed slopes, invert levels and 

the outfalls. If necessary, the walls of the drains shall 

be designed to retain the adjoining earth. Where 

drains are required to be the covered, the cover of 

the drain shall be designed for carrying the 

maximum expected wheel load. The covered drains 

shall be provided with iron gratings / , strong 

enough to withstand expected loading. 

f) Traffic Control Devices and Road Safety Works & 

Roadside Furniture : 

(i)Traffic Control Devices shall comprise of traffic 

signs, road markings, safety barriers, pedestrian 

railing, etc. as per guidelines in IRC:35, IRC:67 and 

Section 800 of the MoRTH Specifications shall be 

followed in adopting appropriate road markings 

and traffic signs for Road Safety Works. 

(ii) Pavement marking shall also be carefully 

planned depending upon the requirement for each 

location and shall conform to IRC-35. The Project 

Highway shall incorporate all such safety features 

such as elaborate system of signs and markings, cat’s 

eyes, delineators, hazard markers, safety barriers at 

hazardous locations, pedestrian guardrails so that 

the Project Highway operates as a “Forgiving 

Highway”. 

g) Toll Plazas : 

4 Nos. of Toll Plaza for collection of toll shall be 

constructed for the fee collection system speedily, 

efficient and user friendly. The design of toll plazas 

shall be such that they are aesthetically pleasing and 

efficient and the fee collection staff should be quick, 

courteous and adequately trained before 

deployment as per concession agreement: 

h) Roadside Furniture :

(i) The Project Highway shall be provided with 

elaborate system of traffic signs and markings. The 

traffic signs for various situations/location would be 

in accordance with IRC 67 in terms of location, 

configuration and colour scheme. 

i) Landscaping and Plantation : 

The concessionaire shall plant tees and hurbs of 

required number and type at the appropriate 

locations with in the Right of Way and in the land 

earmarked by the Government for the forestation. 

And also maintain the trees and shrubs in good 

condition during the operation period. 

Provision of Rs. 1.88 Crore has been taken. 

8 Scope of Work : The Project scope of work in this project are : 

I a) The construction of new paved shoulder in km 

2/000 to 121/500 is proposed. The Crust of this 

paved shoulder is taken same as new construction of 

road. Detail is as under. 

1. Sub Grade soil of 9% CBR 

2. GSB 30% CBR - 200mm Thick 

3. WMM - 250mm Thick 

4. DBM - 75mm Thick 

5. BC - 40mm Thick 

b) The construction of New BT Road on the bye pass is 

proposed at Mathania, Osian & Ummaidnagar. 

Manaklav to Mathania - 12.13 Km 

Osian Sharp Bend - 0.5 km 

Ummaid Nagar Bye Pass - 1.22 Km 

Sharp Bend after Manaklao - 0.5 km 

For this stretch new construction the crust is 

proposed is as under :- 

1. Sub Grade soil of 9% CBR 

2. GSB 30% CBR - 200mm Thick 

3. WMM - 250mm Thick 

4. DBM - 50mm Thick 

5. BC - 40mm Thick 

c) The New CC road of 3300m length is taken. The 

length is proposed in several stretches. 

Osian Village - 1850 m (4 Lane Road) 

Mathania Village - 1500 m

Proposed CC Road Crust is proposed as under :- 

1. GSB - 150mm Thick 

2. CC M-10 - 150mm Thick 

3. CC M-30 - 300mm Thick 

(d) Strengthening of existing surface i.e. from km 2/000 - 

121/500 is proposed by providing 50mm thick DBM 

for improving super elevation, camber correction 

and undulations and 40mm thick BC. 

(e) 60/70 grade bitumen shall be used for DBM 

(f) Widening of existing carriageway to two lane (7.0m) 

carriageway with 2x1.50m Paved Shoulder and 

2x1.0m Hard Shoulder. 

(g) Proposal to improve the existing formation in 12.0m 

width with side slopes with Hard shoulders on both 

side of the carriageway 

(h) Adequate provision for suitable road furnitures have 

been taken. 

(i) Improvement of junctions of link roads have been 

taken. 

(j) Improvement of curves will be done by providing 

extra widening and providing adequate 

superelevetion. 

(k) Land acquisition required for Bye Pass, Utilities & 

other requirement. 

(l) Provision for 4 No. of Toll Plaza in km 6/500, 39/900 

km, 90/000 km, 109/000 has been taken. 

(m) Provision for widening CD work which are less than 

12.0m width has also proposed to widen. And few 

new has been introduced. 

(n) Provision of pick up bus stop is at 8 places. 

8 Project Facilities : Following project facility has been taken: 

1 Bus Shelters 

2 Public Facilities 

9 Availability of Labour and 

Material 

: (a) Labour : Unskilled and skilled laborers are 

sufficiently available in the adjoining areas. 

(b) Material Crusher grit, ballast and crusher dust etc. 

are localy available and Kankar is available at Local 

quarry. Water, Mooram are locally available and 

bricks are also available.

10 Availability of Land : 

11 Specifications 

a 

b 

c 

Land for road improvement is available with State PWD 

because work is to be executed on existing road. So there is 

full availability of land in required width. For aquiring land in 

this area is not a problem. 

In Km. 2/000 - 121/500 : Proposed specification are as under :- 

The road crust for widening work has been designed as per 

(i) Widening 

It is proposed to maintain the 7.00m Carriageway with Paved 

& hard shoulders. 

(ii)Sub Base, Base & BT work 

Thickness of new pavement is provided as per IRC 37-2001. 

Combination of thickness is GSB- 200 mm, WMM-250 mm, 

DBM-50 mm & BC - 40 mm. 

(iii) Shoulders : 

150 mm Granular material in 1.00 m width on both side. 

(iv) CC pavement : 

150 mm CC 1:3:6 as base & 300mm CC M-30 will be provided 

according to IRC:15-2002 & IRC:58-2002 with suitable 

expansion & contraction joints. 

(v) Precast CC Interlocking Block : 

Precast CC interlocking Block of thickness 100mm has been 

taken in lay byes. 

(vi) Road furniture : 

It is proposed to provide necessary boards, missing km/ 5th 

km stones, centre line and edge line to improve road 

aesthetics. 

(vii) Road Safety Works : 

For Height of Embankment is 1.5m - 3.0m Stone Pitching at 

slopes with Delineators at interval of 2.5m taken. 

For Height of Embankment is more than 2.0m Stone Pitching 

at slopes with Delineators at interval of 2.5m with Retaining / 

Protection wall is taken. 

For Sharp Curves Cat eyes with Shevron & Speed limit Sign 

boards has been taken 

d For intersection and junction notification board with RPM has 

been provided to control the speed. 

12 Tollable Traffic category : This is as per Govt. Notification dated April 2007 copy of the 

Rates 

same is enclosed. 

13 Traffic data weight age : The traffic census datas at km 6/500, 39/900, 90/000, 109/000 

conducted 

annexure 

from 21-05-10 to 28-05-2010 are enclosed at

14 Growth rate of traffic : 

15 Anticipated gross traffic 

volume (base year 2010-11) 

16 Toll able nett traffic volume 

17 Anticipated Toll collection 

18 Deduction of operational 

charges 

19 Construction Period 

20 Base year 

21 Tollable period : 

22 Project concession period 20 Years 0 Months 0 days 

23 Project cost Rs. 20,297.29 Lacs 

The traffic data collected as per special survey conducted for 

seven day with 5% growth. 

Average traffic with weight age in Base year 2010-11 has been 

worked out. 

The calculation for toll able nett Traffic volume is as per 

Annexure table-4 

On the basis of toll able traffic and corresponding applicable 

rates, anticipated toll collection has been worked out quarter 

wise and is tabulated in table 6 and quarterly out lay of 

investment and interest has been worked out in table 5 

Total deduction for operational charges for toll collection , and 

servicing to be allowed 7.5% net toll collection of quarterly 

basis along with 0.5-1.5% provision of project construction 

cost. 

The construction period is assumed as 1 year 6 Months. 

2010-11 

Repayment calculations has been framed as table No.6 

Repayment period is 18 Years 6 Months 0 Days



Route Map 

RESIDENT RESIDENT RESIDENT ENGINEER 

ENGINEER 

RSRDCC RSRDCC RSRDCC Ltd. Ltd. , , , Unit Unit - - JODHPUR JODHPUR - - I 

I



Unit - Jodhpur - I 

It is certified that :- 

(A) there is no toll tax plaza existing within 50 km of Phalodi (NH-15) - Osian - Jodhpur 

(NH-65) under BOT with Annuity, which is in the scope of the Proposed BOT project. 

(B) Traffic census was conducted in km 6/500, 39/900, 90/000, 109/500 of SH-61 for 7 days 

i.e. 21-05-2010 to 28-05-2010 and was checked by undersigned. 

RESIDENT RESIDENT ENGINEER 

ENGINEER 

RSRDCC RSRDCC Ltd. Ltd. , , , Unit Unit Unit - - Jodhpur Jodhpur - - I 

I

Base Year : 2010-11 

S. No. Particulars Cost (in Rs.) 

1 PART : A Improvement of Existing Road 795,732,491.00 

2 PART : B CD Works (Culverts / Bridges) with Drains 117,609,533.95 

3 PART : C Cement Concrete Pavement 68,965,155.00 

4 PART : D Road Furniture 43,560,359.28 

5 PART : E Road Work for Toll Plaza, Lay Bye 45,276,703.00 

6 PART : F Bye Passes 179,800,343.13 

7 PART : G Improvement of Verical & Horizontal Curves 136,125,464.00 

Project Facilities 

ABSTRACT OF PROJECT 

Name of Work :- Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) 

under BOT Annuity Scheme (Jodhpur - Osian - Phalodi) 

Construction Period: 18 Months 

01.01.2011 to 30.06.2012 

8 PART: H Toll Plaza (4 nos.) 19,594,400.00 

9 PART: I Public Utility Services 30,982,462.74 

10 PART: J Landscaping & Tree Plantation 18,770,500.00 

Total Cost 1,456,417,412.10 

Say Rs. in Lacs 14564.17 

11 PART: K Add: Escalation for 1 year 0.00 

12 PART: L Tender Premium @ 0% 0.00 

13 PART: M Cost of contigencies 5% Rs. 

728.21 

14 PART: N Quality Control (1%) Rs. 

145.64 

15 PART: O Guarantee Commission to State Govt. (1%) Rs. 

145.64 

16 PART: P Cost of Land Acquisition Rs. 

549.84 

17 PART: Q Cost of Utility Shifting (1%) Rs. 

145.64 

Sub Total 16279.14 

18 PART: R A & F Charges (10%) Rs. 

1,627.91 

19 PART: S Application Fee and Front end fee (0.5%) Rs. 

81.40 

Sub Total Rs. 

17,988.45 

20 PART : T Interest during construction Rs. 

2,308.84 

Grand Total Rs. 

20,297.29 

RESIDENT ENGINEER 

RSRDCC Ltd. , Unit - Jodhpur - I





Abstract of Strengthening Coat 


01.07.2019 to 30.06.2020 



Total Cost 747,779,604.00 


11 PART: B Add: Escalation for year 2019 - 2020 4122.72 

12 PART: C Tender Premium @ 0% 0.00 


11,600.52 

13 PART: D Cost of contigencies 5% Rs. 

580.03 

14 PART: E Quality Control (1%) Rs. 

116.01 

Sub Total Rs. 

12,296.55 







Abstract of Renewal Coat 


01.07.2026 to 30.06.2027 



Total Cost 288,101,930.00 


11 PART: B Add: Escalation for year 2026 - 2027 3407.89 

12 PART: C Tender Premium @ 0% 0.00 


6,288.91 

13 PART: D Cost of contigencies 5% Rs. 

314.45 

14 PART: E Quality Control (1%) Rs. 

62.89 

Sub Total Rs. 

6,666.24 



S. 

No. 

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT Annuity Scheme (Jodhpur - Osian - Phalodi) 

Item 

No. 

Abstract of Quantites 

PART 'A' - I SITE CLEARANCE & EARTHWORK IMPROVEMENT & WIDENING OF EXISTING ROAD 

Description No. L B H Factor Q Unit Rate Amount 

1 R-2 Clearing Grass and Removal of Rubbish 

2.1 Cutting of trees, including cutting of trunks, branches and 

removal of stumps, roots stacking of serviceable material with 

all lifts and upto a lead of 1000 m and earth filling in the 

depression/ pit as per MORTH specification clause 201. 

2.1.1 (i) Girth from 300 mm to 600 mm 25 25 Each 138.00 3450.00 

2.1.2 (ii) Girth from 600 mm to 900 mm 25 25 Each 246.00 6150.00 

2.1.3 (ii) Girth from 900 mm to 1800 mm 25 25 Each 479.00 11975.00 


2 Clearing grass and removal of rubbish maximum 150mm in 

thickness upto a distance of 100 Mtr outside the periphery of the 

area by manual means . Note ; where only grass is met with , the 

area clear shall be measured & paid for under this item 

MORTH clause 201 ) 

( 

2 10000.00 6 120000.00 

Total= 12.00 hectare 9559.00 114708.00 

3 Clearing and Grubbing Road Land 

R-2/3 Clearing and grubbing road land including uprooting rank 

(ii) 

vegetation, grass, bushes, shrubs, saplings and trees girth upto 

300 mm, removal of stumps of trees cut earlier and disposal of 

unserviceable materials and stacking of serviceable material 

upto a lead of 1000m including removal and disposal of top 

organic soil not exceeding in 150 mm thickness as per MORTH 

specification clause 201 

By Manual Means 

(A) In Area of light jungle 2 3500 3 21000.00 

Total= 2.10 hectare 28919.00 60730.00 

4 Dismantling of Structures

R-2/4 Dismantling upto 1.5m in foundation and/or 1.5m above 

ground level including T&P and scaffolding wherever necessary, 

sorting the dismantled material, disposal of unserviceable 

material, and stacking serviceable material with in a lead of 

1000m. [MoRTH Specification clause 202] 

(ii) By Mechanical Means 

4.1.1.2 Cement Concrete M-15 & M-20 LS 100.00 

Total= 100.00 cum 243.00 24300.00 

4.1.1.3 Prestressed / Reinforced Cement Concrete grade M-20 & Above LS 100.00 

Total= 100.00 cum 644.00 64400.00 

4.3.2 RR Masonry in cement mortar LS 100.00 

Total= 100.00 cum 167.00 16700.00 

5 R- 

Dismantling of Flexible Pavements 

Dismantling of flexible pavements and disposal of dismantled 

2/2.4.1 materials upto a lead of 1000 metres, stacking serviceable and 

0 unserviceable materials separately as per MORTH specification 

clause 202. 

For CC Pavement Section + New Bituminous Road 

6 R-3/ 

3.1 

By Mechanical Means 

(A) Bituminous Courses (From Verticle Curve Improvement) 1 3689.05 3689.05 

Total= 3689.05 cum 151.00 557047.00 

(B) Granular courses (From Verticle Curve Improvement) 1 13821.97 13821.97 

Total= 13821.97 cum 271.00 3745755.00 

Earth work in excavation, including stacking/disposal of 

surplus material with all lifts and lead upto 495 metres, 

exclusive of compensation of earth [MoRTH specification : 

Clause 301 to 305] 

3.1.1.3 Mechanically by power shovel, including mechanical loading 

and carriage by tipper/dumper (6T capacity) 

for Widening of Road (5.5-10.00) 1 51468.93 7.5 0.5 193008.49 


7.0 m existing Road 1 24666.28 6 0.5 73998.84 

Removal of Heaps of soil along the road 1 12000 6 1.5 108000.00 

400705.64 Cum 61.00 24443044.00 

7 3.7 Extra for laying earth as per specification for compaction in 200 

mm thick loose layers and dressing [MoRTH Specification 

Clause 305.3.5].

BY MECHANICAL MEANS, using Motor Grader, from earth in 

stock piles with all lead and lift but excluding rolling and 

watering. 




Total= 292705.64 cum 15.00 4390585.00

8 3.7.4 Extra for watering the earth to bring the earth upto required 

O.M.C excluding rolling 




292705.64 cum 11.00 3219762.00 

9 3.7.5 Extra for rolling to specification with the use of Vibratory roller 

when earth is at suitable moisture content with desired field 

density not less than 95% of maximum dry density (Modify 

Heavy Proctor test), excluding watering. 

292705.64 cum 24.00 7024936.00 

10 R-3/6 Compaction of original ground with maximum of six passes of 8- 

10 tonnes power roller including filling depression occurring 

during rolling [MoRTH Specification : Clause 305.3.4] 

for Widening of Road (3.5-10.00) 1 51468.93 7.5 386016.98 


7.0 m existing Road 1 24666.28 6 147997.68 

Total= 5854.11 sqm 199.00 1164969.00 

11 R-3/3 Dressing of earth work including cutting and filling upto 15cm 

[MoRTH Specification Clause 301 to 305] 

1 76135.21 4 304540.84 sqm 

3045.41 100 sqm 15.00 45682.00 

12 R-3/4 Box cutting/Trenching the Sub Grade to proper slope, camber 

and removing inequalities including removing deleterious stuff 

and depositing on the road side slopes (cutting of earth shall be 

paid separately in the respective item on the basis of 

classification of the excavation done by the Engineer (MoRTH 

specification clause 301 to 305) 




5854.11 100 sqm 41.00 240019.00

13 3.1 Earth work in excavation in foundation trenches etc.in drains 

and channels etc. not exceeding 2m.depth, including dress-sing 

of bottom and sides of trenches, stacking the excavated soil 3m. 

Clear from the edge of excavation including disposal surplus 

soil as directed within a lead of 1000 metres [Most Specification : 

Clause 301,304] 

For Drains along the road 1 81545.38 1 0.5 40772.69 Cum 74.00 3017180.00 

TOTAL PART 'A' - I 48151392.00

PART 'A' - II BASE & SUB BASE WORK IMPROVEMENT & WIDENING OF EXISTING ROAD 

S. 

No. 

Item 

No. 


Base & Sub Base 

R-4 Granular Sub - base with Well Graded Material (Table 400.1) 

Plant Mix Method 

1 4.3 Providing laying spreading and compacting specified graded 

sand, gravel as per Table 400-1,400-2 or any other course 

material as per design mix, as per CBR in sub base course 

including premixing the material at OMC in wet mix plant, 

carriage of mixed material spreading in uniform layers with 

motor grader F.E loader on a prepared base and compacting 

with vibratory roller to achieve desired density (as per I.S.2720) 

including all material, labor, machinery, lighting guarding, 

barricading and maintenance of diversion complete.[MoRTH 

specification : Clause 401]. By mechanical means with lead up to 

1 km 

By mechanical means with lead upto 1 km 

(i) For Grading I Material 

for Widening of Road (5.5-7.00) 1 51468.93 7.50 0.2 1.02 78747.46 


7.0 m existing Road 1 24666.28 6.00 0.2 1.02 30191.53 

Total= 120527.57 cum 490.00 59058512.00 

2 3.1 Extra rate for carriage of mixed material additional lead from :- 

3.1.1 2nd km to 30th km 1 120527.57 120527.57 Cum/Km 92.35 11130722.00 

R-5 Wet Mix Macadam

3 5.3 Providing, laying, spreading and compacting stone aggregate 

for Wet Mix Macadam (as per table 400-10 and 400-11) 

specification including premixing the material with water to 

OMC in wet mix plant as per approved design mix, carriage of 

mixed material by Tipper to site, laying in uniform layers with 

motor grader/Front end Loader/paver finisher, in sub base/ 

base course on a well prepared under base and compacting with 

vibratory roller to achieve the desired density including lighting, 

guarding, barricading and maintenance of diversion etc. 

(MoRTH specification : Clause 406) by mechanical means with 

lead up to 1 Km. 

By Mechanical Means with 1 km lead 



7.0 m existing Road 1 24666.28 3.3 0.25 1.02 30191.5267 

Total= 120527.57 cum 765.00 92203594.00 


2.1.1 2nd km to 30th km 1 120527.57 120527.57 Cum /Km 92.35 11130722.00 

B Hard shoulders 

5 R-4/2 Providing and laying granular sub-base material having P.I.not 

more than 6, including spreading in layers not exceeding 150 

mm compacted thickness and consolidation by 8-10 tonne 

power roller to required camber and grade including cost of 

water and hire charges of machinery, including T&P with all 

lead (Compacted thickness to be measured).as per MORTH 

specification table 400-1, 400-2 : 

2.1 For grading-I with CBR value not less than 30. 

to attain 100% proctor density. 2 81545.38 1 0.15 1.02 24952.89 

Total= 24952.89 Cum 286.00 7136526.00 

TOTAL PART 'A' - II 180660076.00

PART 'A' - III BITUMINOUS WORK IMPROVEMENT & WIDENING OF EXISTING ROAD 

S. 

No. 

Item 

No. 


Bituminous Work 

R-6 Prime Coat 

1 6.1 Providing and applying primer coat over prepared surface or 



7.0 m existing Road 1 24666.28 3.0 1.02 75478.82 

Total= 347590.63 sqm 21.00 7299404.00 

6.1.1 Add extra for 1.5 Kg / 10 Sqm emulsion 1.5 347590.63 521385.95 sqm 2.10 1094911.00 

2 6.2 

Tack Coat 

Providing and applying tack coat on the prepared surface, with 


1 51468.93 4.5 1.02 236242.39 


1 5410.17 6.5 1.02 35869.43 


1 24666.28 3 1.02 75478.82 

Improvement of Mathania & Osian Internal Road (Osian -0.65 + 

Mathania 0.75 ) 

2 1400.00 7 1.02 19992.00 

= Ummed Nagar - 2.4 2 2400.00 5.5 1.02 26928.00 

1362855.12 sqm 8.00 10902841.00 

6.2.1 Add extra for .75Kg / 10 Sqm emulsion 0.75 1362855.1 1022141.34 sqm 2.90 2964210.00 

Total=

3 R-6 Dense Bituminous Macadam 

6 Providing and laying Dense Bituminous Macadam on prepared 

surface with specified graded crushed aggregates as per table 

510 and design mix for base/binder course including loading of 

material with Front end loader, heating of binder (including cost 

of anti-stripping compound wherever required) aggregate and 

filler in hot mix plant 40-60 TPH, transporting the mixed 

material by tippers and laying with sensor paver finisher as per 

clause 507.3.5 to the required level and grade rolling by self 

propelled power rollers and vibratory rollers or pneumatic tyred 

roller 150-250KN. TP=0.7MPa to achieve the desired density 

(approved by the department) but excluding cost of primer/tack 

coat. [MoRTH Specification : Clause 507 & 112] 

6.2 Grading II (19 mm nominal size) - Bitumen @ 4.5 % of mix 



7.0 m existing Road 1 24666.28 3 0.05 1.02 3773.94 

Camber Correction & Grade Improvement 1 51468.93 5.5 0.05 1.02 14437.03 

1 5410.17 3.5 0.05 1.02 965.72 

1 24666.28 7 0.05 1.02 8805.86 

Vertical Improvement of Curve 1 9985.77 1 9985.77 

Total= 

51573.92 cum 4799.00 247503232.0 

4 28 Cost of bitumen to be added when it varies from job mix 

formula adopted in any of the above items. Taken 0.5 % 

28.2 60/70 Penetration grade 1 51573.92 0.5 2.35 605.994 ton 34494.0 20903141.0 

5 9.2 30 km. -Same as Above 51573.918 cum 92.35 4762852.00

6 6.3 Providing and laying bituminous macadam on prepared surface 

with specified graded crushed aggregate as per table 500 - 4, 

grading -1for base / binder course including loading of 

aggregates with F.E loader and heating and mixing of stone 

aggregate and bitumen ( including cost of antstripping 

compound wherever required) in hot mix plant transporting the 

mixed material in tipper to paver and laying mixed material 

with sansor paver finisher to the required level and grade 

rolling by power roller & vibratory compactor to achieve the 

desired density (approved by the department )excluding cost of 

primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 

mm compacted thickness with 3.30% bitumen 60/70 grade with 

lead of mix 1 Km. 



2 1400.00 7 0.05 1.02 999.60 

= Ummed Nagar - 2.4 2 2400.00 5.5 0.05 1.02 1346.40 

2346.000 Cum 3649.00 8560554.00 

7 Extra rate for carriage of mixed material additional lead from :- 

30 km. -Same as Above 2346.00 cum 92.35 216654.00 

8 6.8 Providing , laying and consolidation Semi Dense Bituminous 

Concrete, as per Design Mix, on prepared surface with specified 

graded crushed aggregates(as per table 500-15) for wearing 

coarse including loading aggregates with F.E loader, heating 

aggregate and binder in Hot Mix Plant 100-120 TPH (including 

cost of antistripping compound wherever required ) and 

transporting the mixed material with tipper and laying with 

paver finisher with Sensor to the required level rolling with 

Vibratory Compactor or 150 to 250 KN pneumatic tyred roller 

with TP=0.7 Mpa and power roller to achieve the desired 

density (as per approved job mix), but excluding primer/tack 

coat [MORTH Specification Clause 508,112] 

Bitumen @ 5 % of mix With lead of mix material 1 KM 

60/70 grade 



2 1400.00 7 0.025 1.02 499.80 

= Ummed Nagar - 2.4 2 2400.00 5.5 0.025 1.02 673.20 

1173.000 Cum 5203.00 6103119.00

9 Extra rate for carriage of mixed material additional lead from :- 


10 R-6/9 Providing and laying bituminous concrete as per design mix on 

prepared surface with specified graded stone as per table 500-18 

for wearing course including loading of aggregate with Front 

end loader and hot mixing of binder (including cost of antistripping 

compound, wherever required) and 3% cement filler 

with aggregates in hot mix plant 40-60 TPH Transporting the 

mix material with tipper and laying with sensor paver finisher 

(as per clouse 507.3.5) to the required level , grades and rolling 

with vibratory compactor and pneumatic tyred roller 150-250 

KN,TP=0.7 Mpa, to achieve the desired density (approved by 

the department) excluding cost of primer/tack coat (MoRTH 

Specification : Clause -509 & 112) 

12.1 Grading I (19 mm nominal size) - Bitumen @ 5.5 % of mix & 

thickness 50 - 65 mm with lead of mix material 1km 

With 60/70 penetration grade straight run bitumen / PMB 

for Widening of Road (5.5-7.00) 1 51468.93 10 0.04 1.02 20999.32 

for Widening of Road (3.5-10.00) 1 5410.17 10 0.04 1.02 2207.35 

7.0 m existing Road 1 24666.28 10 0.04 1.02 10063.84 

Curve Improvement 1 19489.62 10 0.04 1 7795.85 

Total= 41066.36 cum 5757.00 236419053.00 



28.2 60/70 Penetration grade 1 41066.36 0.5 2.3 472.26 tonne 34494 16290246.00 



TOTAL PART 'C' 566921023.00

S. 

No. 


Item 

No. 















9.1 Grading I (40 mm nominal size) - Bitumen @ 4.5 % of mix (60/70 

for widening of road 1 115314.00 10 0.06 1.02 70572.17 

Total= 

70572.17 cum 4799.00 338675835.0 




3 9.2 Extra rate for carriage of mixed material additional lead average 

30km. -Same as Above 


PART 'A' IMPROVEMENT & WIDENING OF EXISTING ROAD 

Strengthening coat at 7th Year (Taking inflation 5% per year) 

70572.168 cum 92.35 6517340.00













12.1 Grading I (19 mm nominal size) - Bitumen @ 5 % of mix & 


With 60/70 penetration grade straight run bitumen 

for road 1 46650.00 10 0.04 18660.00 

Total= 18660.00 cum 5757.00 107425620 





30 km. -Same as Above 

18660.00 cum 92.35 1723251.00 

Total Cost of I st Strengthening Coat 747779604.0

S. 

No. 


Item 

No. 

Renewal coat at 14th Year (Taking inflation 5% per year) 















PART 'A' IMPROVEMENT & WIDENING OF EXISTING ROAD 




for Reconstruction of road 1 115314.00 10 0.04 46125.60 

Total= 46125.60 cum 5757.00 265545080.00 






46125.60 cum 92.35 4259700.00 

Total Cost of Ist Renewal Cost 288101930.0

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) 


S.No. 

1 Start End 

2 2000 3550 5.5 1550.00 

3 3550 3800 7 250.00 

4 3800 6100 5.5 2300.00 

5 6100 14950 7 8850.00 

6 14950 28100 5.5 13150.00 

7 28100 31000 7 2900.00 

8 31000 38500 5.5 7500.00 

9 38500 44050 3.5 5550.00 

10 44050 62500 7 18450.00 

11 62500 72500 5.5 10000.00 

12 72500 75500 7.0 1150.00 

13 75500 76150 Bye Pass 650.00 533 

14 76150 80000 7.0 3850.00 

15 80000 96000 5.5 16000.00 

16 96000 98400 Bye Pass 2400.00 1288 

17 98400 101760 5.5 3360.00 

18 101760 114775 Bye Pass 13015.00 12133 

19 114775 118000 5.5 3225.00 

20 118000 119610 7.0 1610.00 

21 119610 120160 Bye Pass 

(Curve) 

550.00 325 

22 120160 121500 7.0 1340.00 

Total Length 

Total length of Toll Road 

Detail of BT Road 

Chainage Road Width Length (m) 

117650.00 14279 

117164.00 

Bye Pass 

Length (m)

1 Total Road Length of 3.5m width 

5550.00 


57085.00 


38400.00 

4 CC Road in Osian 

1850.00 

5 Total By Pass 

14279.00 

Total Length of Tollable Road 

Carriageway Detail 

117164.00

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT Annuity Scheme (Jodhpur - Osian - 

Phalodi) 

Km. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 

BM/SDBC 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 

Km. 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 

BM/SDBC 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 

Km. 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 

BM/SDBC 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 

Km. 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 

BM/SDBC 9 8 7 6 5 4 3 2 1 0 1 2 3 4 5 6 7 

Km. 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 

BM/SDBC 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 

Km. 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 

BM/SDBC 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 

Km. 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 

BM/SDBC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 

Km. 121 122 

BM/SDBC 59 60 

LEAD CHART (193/0 - 213/0) 

Average Lead 30 Km 

Executive Engineer 

RSRDCC Unit Jodhpur 

Jodhpur

S. 

No. 


Phalodi) 

Item 

No. 




thickness upto a distance of 100 Mtr outside the periphery of the 

area by manual means . Note ; where only grass is met with , the 

area clear shall be measured & paid for under this item ( 

MORTH clause 201 ) 

By Manual Means 1 1000 18 18000.00 

Total= 1.80 hectare 9559.00 17207.00 



vegetation, grass, bushes, shrubs, saplings and trees girth upto 

300 mm, removal of stumps of trees cut earlier and disposal of 

unserviceable materials and stacking of serviceable material 

upto a lead of 1000m including removal and disposal of top 

organic soil not exceeding in 150 mm thickness as per MORTH 

specification clause 201 

(ii) By Manual Means 

(A) In Area of light jungle 1 1000 2 2000.00 

Total= 0.20 hectare 28919.00 5784.00 

3 R-3/ 3.1 Earth work in excavation, including stacking/disposal of 







PART 'F CONSTRUCTION OF BY PASSES BY PASSES 

1 1000 13 0.5 1.02 6630.00 Cum 61.00 404430.00







1 1000 13 0.5 1.02 6500.00 cum 11.00 71500.00 

1 1000 13 0.5 1.02 6500.00 cum 24.00 156000.00 




New Road 1 1000 13 1.02 13000.00 sqm 

Total= 130.00 sqm 199.00 25870.00 



1 1000 2 1.02 2000.00 

20.00 cum 15.00 300.00 







New Road 1 1000 12 1.02 12000.00 

120.00 sqm 41.00 4920.00

R-4 Granular Sub -base with Well Graded Material (Table 400.1) 












1 km 



For reconstruction of new road 1 1000 13.00 0.2 1.02 2652.00 

Total= 2652.00 cum 490.00 1299480.00 


3.1.1 2nd km to 30th km 1 2652 1 2652.00 Cum/K 

m 

R-5 Wet Mix Macadam 

92.35 244913.00

3 2 Providing, laying, spreading and compacting stone aggregate 







vibratory roller to achieve the desired density including 

lighting, guarding, barricading and maintenance of diversion 

etc. (MoRTH specification : Clause 406) by mechanical means 

with lead up to 1 Km. 

By Mechanical Means with 1 km lead 1 1000 10.3 0.25 1.02 2626.50 

Total= 2626.50 cum 765.00 2009273.00 


2.1.1 2nd km to 13th km 1 2626.50 1 2626.50 Cum 

/Km 










to attain 100% proctor density. 2 1000 1 0.15 1.02 306.00 

92.35 242558.00 

Total= 306.00 Cum 286.00 87516.00

PART 'C' BITUMINOUS COURSES 



granular base with bitumen emulsion as per IS: 8887 & 

manufacturer’s specifications @ 6 kg /10 sqm with a self 

propelled or towed bitumen pressure sprayer equipped for 

spraying the material uniformly at specified rates and 

temperatures as per MoRTH specification CI 502 & 112 ( 

Including cleaning of road surface ) 

for new road 1 1000 10 1.02 10200.00 

Total= 10200.00 sqm 21.00 214200.00 

6.1.1 Add extra to item No. 1 for 1.5 Kg / 10 Sqm emulsion 1 10200 1.5 1.02 15606.00 sqm 2.10 32773.00 

Tack Coat 

2 6.2 Providing and applying tack coat on the prepared surface, with 

bitumen emulsion as per IS : 8887 & manufacturer’s 

specifications @ 2 kg /10sqm. With a self propelled or towed 

bitumen pressure sprayer equipped for spraying the material 

uniformly at specified rates and temperatures as per MoRTH 

specification Clause 503 & 112 ( Including cleaning of 

bituminous road surface ) 

for widening of road 1 1000 10 1.02 10200.00 

Total= 

10200.00 sqm 8.00 81600.00 

6.2.1 Add extra for .75Kg / 10 Sqm emulsion 1 10200 7650.00 sqm 2.90 22185.00










propelled power rollers and vibratory rollers or pneumatic 

tyred roller 150-250KN. TP=0.7MPa to achieve the desired 

density (approved by the department) but excluding cost of 

primer/tack coat. [MoRTH Specification : Clause 507 & 112] 

9.1 Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of 

mix (60/70 grade) & thickness 50 - 75 mm 

for new road 1 1000 10 0.075 1.02 765.00 

Total= 

765.00 cum 4799.00 3671235.0 

3a 28 Cost of bitumen to be added when it varies from job mix 





765.000 cum 92.35 70648.00


prepared surface with specified graded stone as per table 500- 

18 for wearing course including loading of aggregate with Front 













for Reconstruction of road 1 1000 10 0.04 400.00 

Total= 400.00 cum 5757.00 2302800.00 






400.00 cum 92.35 36940.00 

TOTAL 

11470863.00 

Total length of By Pass Road (Mathania, Ummed Nagar, Osian ) km 14.28 

Slope protection 16007890.4 

Total cost of By Pass Road 179800343.1

Extra Work Required for Slope Protection 





3.1.1.3 Mechanically by power shovel, including mechanical loading 1 1200 13 2.5 1.02 39000.00 

1 1200 6 2.5 1.02 18000.00 

Total= 57000.00 cum 61.00 3477000.00 







1 57000.0 57000.00 cum 11.00 627000.00 

1 57000.0 57000.00 cum 24.00 1368000.00 




New Road 1 1200 25 1.02 30000.00 sqm 

Total= 300.00 sqm 199.00 59700.00 



Stone Pitching on Slope 

6 R-11 / 

1.1.1 

1 1200 2 1.02 2400.00 

Earth work in excavation for foundation of structure complete 

with all lift, dewatering shoring and shuttering etc .including 

refilling of trenches in 25.mm layers, ramming, watering and 

disposal of surplus soil within a lead of 1000 meters, as per 

drawing and technical specification.[MoRTH Specification : 

Clause : 304] 

For Embankment above 2.5m high 1 1200.00 1.20 0.90 1296.00 

24.00 cum 15.00 360.00

Sloped length 6.70m taken for 3.0m average height 

embankment. c/c of shutes taken 5.0m. =1200/5 = 240 

7 R-14/5 Providing and laying graded stone aggregate Filter Material 

underneath pitching on slopes complete as per drawing and 

technical Specification [MoRTH Specification : Clause 2504] 

8 R-14/ 

4.1 

9 R-10/ 

10.3 

10 R-10/ 

10.10.1 

Providing and laying Pitching on slopes complete as per 

drawing and technical -specification. [MOST Specification : 

Clause : 2504] With 

R.R.Stone , weighing not less than 40 Kg, thickness not less than 

150 mm (Specific gravity not less than 2.65). 

240 6.70 0.85 0.45 615.06 

Total = 

1911.06 Cum 95.00 181550.70 

1 996.00 6.70 0.15 1000.98 cum 617.00 617604.66 

1 996.00 6.70 0.30 2001.96 cum 754.00 1509477.84 

Providing and laying Plain cement concrete M15 mix with stone 

aggregate 20mm nominal size mechanically mixed and vibrated, 

in foundation up to a depth of 1.50 below Ground level and or 

1.50 meters above ground/bed level. 

M15 Grade Mix 1 1200.00 0.45 0.15 81.00 

1 1200.00 1.20 0.15 216.00 

240 6.70 0.85 0.15 205.02 

240 6.70 0.60 0.08 72.36 

2 1200.00 0.45 0.08 86.40 

Total = 

Providing and laying Random Rubble stone masonry in cement 

sand mortar 1:3, in foundation up to a depth of 1.50 meters and 

also 1.50 meters above Ground /Bed level [MoRTH 

Specification : Clause 1000/1400] 

Toe wall 1 1200.00 0.90 0.30 324.00 

1 1200.00 0.75 0.30 270.00 

660.78 cum 2783.00 1838950.74

11 R- 

10/10.1 

2+10.13 

1 1200.00 0.60 0.30 216.00 

1020 * 6.7 = 1608 2 1608.00 0.30 0.45 434.16 

Random Rubble masonry in cement sand mortar 1:3 in 

superstructures upto a height of 4 metres or part thereof above 

1.50m level from Ground/Bed level.[MoRTH Specfication : 

Clause 1000/1400] 

Toe Wall 1 1200.00 0.45 0.45 243.00 

At Shoulders 1 1164.00 0.45 0.75 392.85 

12 R-10/14 Providing Cement plaster 12mm thick in cement mortar (1:3) at 

all levels [MoRTH Specification: Clause:1000/1300] 

Stone Pitching on Shoulder 

13 R-14/5 Providing and laying graded stone aggregate Filter Material 

underneath pitching on slopes complete as per drawing and 

technical Specification [MoRTH Specification : Clause 2504] 

14 R-14/ 

4.1 

Providing and laying Pitching on slopes complete as per 

drawing and technical -specification. [MOST Specification : 

Clause : 2504] With 

R.R.Stone , weighing not less than 40 Kg, thickness not less than 

150 mm (Specific gravity not less than 2.65). 

Total Cost 

Total = 

Total = 

2 240.00 6.70 1.05 3376.80 

1 1164.00 1.05 1222.20 

1 1200.00 1.05 1260.00 

Total = 

1244.16 cum 2586.00 3217397.76 

635.85 cum 2784.00 1770206.40 

5859.00 sqm 99.00 580041.00 

1 1164.00 2.05 0.15 357.93 sqm 617.00 220842.81 

1 1164.00 2.05 0.30 715.86 cum 754.00 539758.44 

16007890.4

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT Annuity Scheme 

PART 'D' TRAFFIC SIGNS, MARKINGSAND OTHER ROAD APPURTENANCES 

S. No. BSR No. Description No. L B H Qty. Unit Rate Amount 

1 R-7/13 Supply & fixing of precast reinforced cement concrete M- 

15 grade kilometre stone of standard design as per IRC: 8- 

1980, fixing in position in cement concrete 1:4:8 including 

painting and printing etc. 

a 13.1 5 th Km. Stone (size 50 x1 52x25 cm) 0.2 1.00 0.20 Each 1743.00 348.60 

b 13.2 Ordinary Km. Stone 1 1.00 1.00 Each 1012.00 1012.00 

c 13.3 200m stone 4 1.00 4.00 Each 303.00 1212.00 

2 R-7/25 Supplying and fixing delineator with 30cm. outer dia 

RCC hume pipe NP-2 (as per IS 458-1971) pipe 1.0m. 

Long, 40cm. embedded in cement concrete 1:4:8. block of 

size 50cm.x50cm.x40cm. including excavation upto 40 cm. 

depth. The inside of pipe shall be filled with cement 

concrete 1:4:8 (1 cement : 4 coarse sand : 8 coarse 

aggregate with nominal size aggregate 20mm size) top 

with semi circular humping. The pipes shall be painted 

white/black with enamel paint with white round 

reflector 7.5 cm. dia at top on side facing the traffic and 

opposite side ( as per IRC-79 ). 

(Jodhpur - Osian - Phalodi) 

Abstract of Cost 

1 15.00 Each 350.00 5250.00

3 R-7/12 Providing and laying of hot applied thermoplastic 

compound inclusive type I reflectrosing glass beads as 

per table 800-3, 800-4 applied in uniform thickness of at 

least 2.5 mm and spread uniformly with reflectorising 

glass beads type II in addition @ 250 gms per Sqm with a 

road marking machine as per IRC: 35 complete with 

traffic diversion arrangement as per MORTH 

specification clause 803.4. 

Centre Line (Straight Portion) 1 850.00 0.33 0.15 42.08 

Centre Line (Curve Portion) 1 150.00 0.50 0.15 11.25 

Edge Line 2 1000.00 0.10 200.00 

Vertical Strips & Others 25.00 

Total 278.33 Sqm 543.00 151130.48 

4 R-7/18 Supply of centerline raised pavement marker (RPM) size 

125 x 75 x 20 mm made out of aluminium alloy duly 

white power costing paint with two side reflective having 

fixing provision with nail complete in all respect. 

For Toll Plaza 4 8.00 20.00 48.00 13.33 

13.33 Each 350.00 4666.67 

5 R-7/16 Supplying of Cat's eye made of aluminium alloy size 75 x 

100 x 22 mm having 21 biconvex lenses embedded in 

circular disk of AS plastic on each side. 

On curved reach i.e. 15% on 7.5 m c/c on both the edge 

lines 

2 150.00 7.50 40.00 

40.00 Each 154.00 6160.00

6 7.17 Providing overhead signs with a corrosion resistant 2 mm 

thick aluminium alloy sheet with high intensity grade 

retro- reflective sheeting of encapsulated lens exclusive 

lettering, border & signs type with vertical and lateral 

clearance installed over a designed support system of 

aluminium alloy or galvanised steel trestles and trusses of 

sections and type as per structural design requirements 

and approved plans as per MORTH specifications clause 

802.2, 802.3 & 802.7. 

Boards required - toll road begins and toll road ends at 

Toll road begins and toll road ends at - 2.00 

Toll Plaza ahead -1 km - 8.00 

Toll Plaza ahead -500m - 8.00 

Total Board Required 18.00 

a 7.48 Supply of High Intensity retro reflecting Type IV sign 

plate made out of 2.0 mm thick aluminium sheet face to 

be fully covered with blue / green high intensity grade 

retro reflective sheet and logo/ matters, boarder made of 

with similar type of white sheeting after etching 

treatment of aluminium sheet , the back side is to be 

painted with epoxy grey paint. The plate is to be fixed on 

40x40x5 mm angle iron frame with help of aluminium 

rivets. 

Aluminium Alloy plate for over head sign 0.15 1.70 3.40 0.88 

0.88 Sqm 5142.00 4547.16 

b 7.17.1 Truss & Vertical Support 

1 0.15 1.50 0.23 

0.23 MT 64560.00 14816.15

8 R-7/34 Providing and erecting a "W" metal beam crash barrier 

comprising of 3 mm thick corrugated sheet metal beam 

rail , 70 cm above road/ ground level, fixed on ISMC 

series channel vertical post, 150 x 75 x 5 mm spaced 2 mm 

centre-to-centre, 1.8 m high, 1.1 m below ground / road 

level, all steel parts and fitments to be galvanised by hot 

dip process, all fittings to conform to IS: 1367 and IS: 1364 

, metal beam rail to be fixed on the vertical post with a 

spacer of channel section 150 x 75 x 5 mm, 330 mm long 

complete as per MORTH specification Clause 810. 

Length of crash barrier = 2 1200.00 1.25 117.65 25.50 

9 7.15 Providing and fixing of retro- reflectorised inclusive 

cautionary, mandatory and informatory sign as per IRC- 

67 made of high intensity grade sheeting lettering, border 

& signs fixed over aluminium sheeting, 1.5 mm thick, 

fixed on mild steel angle iron frame 50mmx50mmx6mm 

supported on a mild steel angle iron post 

75mmx75mmx6mm upto the top of sign board, length of 

post from bottom of sign board is 2.85m. upto foundation 

level post duly painted in black & white synthetic 

enamel. fixed to the ground by means of properly 

designed foundation with M-15 grade cement concrete 45 

Cm x 45 Cm x 60Cm, 60 cm below ground level as per 

approved drawing & as per MORTH specification Cl. 

801. 

a 7.15.6 60cm x 60cm square 

For curves - 1 15.00 15.00 

For Culverts & Bridges - 1 37.00 37.00 

For Schools 1 13.00 13.00 

For Leftl Right roads -& Cross Roads 1 22.00 22.00 

Total No. of boards - 87.00 

25.50 Rmt 2829.00 72137.70 

0.74 Each 3820.00 2824.82

7.15.3 60cm Circular Prohibitory 

For Speed limit - 1 7.00 7.00 

For No overtaking - 1 20.00 20.00 


10 7.16 Providing and erecting direction and place identification 

retro - reflectorised sign as per IRC:67 made of high 

intensity grade sheeting exclusive of lettering, border & 

signs fixed over aluminium sheeting, 2 mm thick fixed on 

a mild steel angle iron frame 50mmx50mmx6mm 

supported on mild steel angle iron post 75 x 75 x 6 mm 

upto the top of sign board, length of post from bottom of 

sign board is 2.85 m. upto foundation level post duly 

painted in black and white synthetic enamel alternate 

ship 30cm. wide fixed to the ground by means properly 

designed foundation with M-15 grade cement concrete 

45cm x 45cm x 60 Cm , 60 Cm below ground level as per 

approved drawing & as per MORTH specifications clause 

801. 

7.16.2 Double angle post 

a 7.16.2.2 90 cm. X 60 cm. 

For Public telephones - 2 0.25 0.50 

For Filling stations - 1 14.00 14.00 

For hospitals - 1 2.00 2.00 

For police stations - 1 4.00 4.00 

Temples 1 20.00 20.00 


0.23 Each 3308.00 759.17 

0.34 Each 4600.00 1583.51 

b 7.16.2.4 120 cm. X 75 cm. 

No. of boards - 2 0.25 0.50 

0.50 Each 7666.00 3833.00

c 7.16.2.6 150 cm. X 120 cm. 

No. of locations where one road is crossing is. _ 

No. of boards required - 1 22.00 22.00 

0.19 Each 15332.00 2867.01 

d 7.16.2.7 180 cm. X 120 cm. 

No. of locations where two roads are crossing are - 

Total No. of boards required - 5 x 2 = 10 1 5.00 5.00 

0.04 Each 18399.00 781.94 

11 7.20 Supply & fixing of Shevron sign of size 600x450mm 

made out of alluminium sheet 2mm thick with fixing 

provision on M.S. angle iron post 50x50x6mm, 3M. long 

screwed with stainless steel nut bolts of 8 M. dia, plate is 

covered by high intensity grade retro-reflective sheeting 

& black reflective arrows, complete in all respect. 

Total Curve Length 

(Boards @ distance of 10m c/c) 

150.00 

Total No. of boards required - 30.00 Each 3200.00 96000.00 

12 7.5 Painting & printing letters on kilometer stone with first 

quality synthetic enamel paint as per MoRTH 

specification clause 800. 

a 7.5.1 5th Kilometer stone. 0.20 Each 323.00 64.60 

b 7.5.2 Ordinary Kilometer stone. 1.00 Each 171.00 171.00 

c 7.5.3 200 meter Stone. 4.00 Each 22.00 88.00 

Total 

370253.80 

Total length of Road km 117.65 

Total cost of Road Furniture 43560359.3

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT Annuity 

Scheme (Jodhpur - Osian - Phalodi) 

PART 'B' - Part 2 DRAINS 

S. No. BSR No. Description No. L B H Qty. Unit Rate 

1000 mt. 

Amount 

1 R-3/10.1 Earth work in excavation in foundation trenches etc.in 

drains and channels etc. not exceeding 2m.depth, 

including dress-sing of bottom and sides of trenches, 

stacking the excavated soil 3m. Clear from the edge of 

excavation including disposal surplus soil as directed 

within a lead of 1000 metres [Most Specification : Clause 

301,304] 

3.10.1 Ordinary soil 

2 R-10/1 Providing and laying mechnically mixed and vibrated 

Cement Concrete in foundation upto a depth of 1.5 

metres below ground level and 1.50 metres above 

Ground/Bed level.[MoRTH Specification : Clause 

1000/1700] 

10.1.2a Cement concrete 1:3:6 mix crushed stone aggregates 

20mm nominal size. 

3 R- 

10/10.2 


1 1000.00 1.50 0.85 1275.00 

1275.00 Cum 74.00 94350.00 

1 1000.00 1.50 0.10 150.00 

150.00 Cum 2526.00 378900.00 

Providing and laying Plain cement concrete M15 mix 

with stone aggregate 20mm nominal size mechnically 

mixed and vibrated, in foundation upto a depth of 1.50 

below Ground level and or 1.50 meters above 

ground/bed level. 

Bed of Drain 1 1000.00 0.30 0.08 22.50 

22.50 Cum 2419.00 54427.50

4 R-10/12 Providing and laying Random Rubble masonry in 

foundation upto a depth of 1.50 metres and 1.50 metres 

above Ground /Bed level.[MoRTH Specfication: Clause 

1000/1400] 

In cement sand mortar 1:3 

4 R-10/16 Providing Cement plaster 12mm thick in cement mortar 

1:3 at all levels [MoRTH Specfication: Clause:1000/1300] 

5 R-10/23 Reinforced cement concrete M30 mix with stone 

aggregate 20mm nominal size mechnically mixed and 

vibrated for reinforced concrete work in slab in 

superstructure at any level excluding steel reinforcement 

but including center-ing and shuttering laid in position 

[MoRTH Specification : Clause 1000/1700] 

2 1000.00 0.40 0.75 600.00 

600.00 Cum 2586.00 1551600.00 

2 1000.00 0.75 1500.00 

1500.00 Sqm 99.00 148500.00 

Drain Top 1 1000.00 0.3 0.075 22.50 

Drain Slab (50% taken for the City/Built up area) 50% 1000.00 1.1 0.15 82.50 

105.00 Cum 4045.00 424725.00 

6 R-10/61 Providing and laying Steel reinforcement at any level in 

foundation complete as per drawing and technical 

Specification.[MoRTH Specification : Section: 1600(N)] 

6.2 Cold Twisted bars (Taking 65 kg/Cum) 

1 105.00 65 6.83 Ton 51636.00 352415.70 

Total 

3004918.20 

Total length of Drain (1 side) (existing 180m at Mathania) km 6.52 

Total cost of Drain 19592066.7

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT Annuity Scheme (Jodhpur - Osian 

- Phalodi) 

PART 'C' CEMENT CONCRETE PAVEMENT 

1000 mt. 

Description No. L B H Q Unit Rate Amount 

S. 

No. 

Item 

No. 

1 Granular Sub-base 


R-4/2 Providing laying spreading and compacting specified graded 





motoe grader F.E loader on a prepared base and compacting 


including all material, labour, machinery, lighting guarding, 


specification : Clause 401]. 

2.1 For Grading I Material 


CC pavement 1 1000 13.5 0.15 2025.00 

Total = 2025.00 cum 490.00 992250.00 

2 R-16/1 Construction of dry lean cement concrete sub-base over a 

prepared sub-grade with coarse and fine aggregate conforming 

to IS: 383, the size of coarse aggregate not exceeding 25 mm , 

aggregate cement ratio not to exceed 15:1 , aggregate gradation 

after blening to be as per Table 600-1, cement content not to be 

less than 150 Kg/Cum, optimum moisture content to be 

determined during trial length construction, concrete strength 

not to be less than 10 Mpa at 7 days, mixed in a batching plant 

as per mix design, transported to site, laid with a hydrostatic 

paver with electronic sensor, compacting with 8-10 tonne 

vibratory roller, finishing and curing complete as per MoRTH 

specification clause 601. 

1.3 CC pavement 1 1000 12 0.15 1800.00 Cum 1554.00 2797200.00

3 Cement Concrete Pavement 

R-16/ 

16.5 

5 R- 

7/47.3 

Providing and Laying un-reinforced, dowel jointed, plain 

cement concrete pavement over a prepared sub-base with 43 

grade cement @ 400 kg per cum, coarse and fine aggregate 

conforming to IS:383, maximum size of coarse aggregate not 

exceeding 25mm, mixed in a batching and mixing plant as per 

approved mix design, transported to site, laid with a fixed form 

or slip form paver, spread, compacted and finished in a 

continuous operation including provision of contraction, 

expansion, construction and longitudinal joints, joint filler, 

separation membrane, sealant primer, joint sealant, debonding 

strip, dowel bar, tie rod, admixtures and vacuum processing 

pump as approved, curing compound, finishing to lines and 

grades as per drawing as per MoRTH Specification : Clause No. 

602, 112. 

2.4 CC pavement 1 1000 7 0.3 2100.00 Cum 4165.00 8746500.00 

Providing and fixing of Precast concrete interlocking blocks of 

100mm thick manufactured from fully computerized automatic 

stationery hydraulic vibro pressed machine & full computerized 

automatic batching plant of class A-I as per BS: 6717-2001. The 

C.C. interlocking paving blocks be laid on average 50mm thick 

bed of coarse sand and the joint is to be filled with fine sand. 

Laying procedure on compacted sub base as defined. The work 

includes earth work in cutting of B/T road, cutting of WBM 

road and disposal of unserviceable material with all leads & lifts 

and stacking of serviceable material complete job is to be 

executed as per the instructions of Engineer-in-charge. The rates 

to be inclusive of all lead, lifts & taxes General specification of 

Blocks: 

1. Shape : As specified by Engineer-in-charge 

2. Tensile splitting strength and breaking load as per BS: 6717- 

2001 

3. Colour : Grey cement natural colour 

4. Variation in Dimension : Less than 1.6mm 

5. Variation in thickness : Less than 3.2mm

3 R-3/ 

3.1 

New Carriageway 2 1000 1.5 3000.00 





3000.00 Cum 587.00 1761000.00 



New Carriageway 1 1000.0 7.5 0.5 3750.00 

3750.00 Cum 49.00 183750.00 




3000.00 cum 9.00 27000.00 





3000.00 cum 22.00 0.00 





Total= 60.00 sqm 188.00 11280.00 

G. total = 

14518980.0 

Total length of CC Road km 4.75 

Total cost of Rigid Pavement 68965155.0

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under 

BOT Annuity Scheme (Jodhpur - Osian - Phalodi) 

1 Osian 73250 75100 1850.00 4 Lane 

74100 74550 -450.00 2 Lane 

Existing 

2 Mathania 102000 103500 1500.00 2 Lane 

Equivalent 2 Lane CC road Length 

LOCATION OF CC ROAD 

S.No. LOCATION 

CHAINAGE 

LENGTH 

(M) 

Start End 

4750.00 

Remarks

S. 

No. 


Phalodi) 

PART 'G' Improvement of curves 

Item 

No. 








Verical Curve 1 65848.13 65848.13 

Horizontal Curve 1 8750.15 8750.15 

74598.28 Cum 61.00 4550496.00 

3 3.7 Extra for laying earth as per specification for compaction in 200 

mm thick loose layers and dressing [MoRTH Specification 

Clause 305.3.5]. 

BY MECHANICAL MEANS, using Motor Grader, from earth in 

stock piles with all lead and lift but excluding rolling and 

watering. 

Verical Curve 1 11357.29 11357.29 


Total= 19291.56 cum 15.00 289374.00 








1 19291.56 19291.56 cum 11.00 212208.00 

1 19291.56 19291.56 cum 24.00 0.00




Verical Curve 1 16418.04 13 213434.52 

Horizontal Curve 1 3071.58 10 30715.80 

Total= 2441.50 sqm 199.00 485860.00 



Verical Curve 1 16418.04 2 32836.08 


512.66 cum 15.00 7690.00 







Verical Curve 1 16418.04 12 197016.48 


270734.40 sqm 41.00 11100111.00

R-4 Granular Sub -base with Well Graded Material (Table 400.1) 












1 km 



Verical Curve 1 14967.75 14967.75 


Total= 20893.20 cum 490.00 10237668.00 



/Km 

92.35 1929487.00


3 2 Providing, laying, spreading and compacting stone aggregate 







vibratory roller to achieve the desired density including lighting, 

guarding, barricading and maintenance of diversion etc. 

(MoRTH specification : Clause 406) by mechanical means with 

lead up to 1 Km. 


Verical Curve 1 16967.52 16967.52 


Total= 26683.80 cum 765.00 20413105.00 



/Km 










to attain 100% proctor density. 

Verical Curve 2 16418.04 1.5 0.15 7388.12 

Horizontal Curve 1 3071.58 1.5 0.15 691.11 

92.35 2464249.00

Total= 8079.22 Cum 286.00 2310658.00

PART 'C' BITUMINOUS COURSES 



granular base with bitumen emulsion as per IS: 8887 & 






Verical Curve 1 16418.04 7 114926.28 


Total= 136427.34 sqm 21.00 2864975.00 

6.1.1 Add extra to item No. 1 for 1.5 Kg / 10 Sqm emulsion 1 136427 1.5 204641.01 sqm 2.10 429747.00 

Tack Coat 

2 6.2 Providing and applying tack coat on the prepared surface, with 

bitumen emulsion as per IS : 8887 & manufacturer’s 


bitumen pressure sprayer equipped for spraying the material 

uniformly at specified rates and temperatures as per MoRTH 

specification Clause 503 & 112 ( Including cleaning of 

bituminous road surface ) 

Verical Curve 1 16418.04 7 114926.28 


Total= 136427.34 sqm 8.00 1091419.00 

6.2.1 Add extra for .75Kg / 10 Sqm emulsion 1 136427.34 102320.51 sqm 2.90 296730.00














9.1 Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of 

mix (60/70 grade) & thickness 50 - 75 mm 

Verical Curve 1 16418 7 0.060 6895.58 

Horizontal Curve 1 3072 7 0.060 1290.06 

Total= 8185.64 cum 4799.00 39282889.0 






8185.640 cum 92.35 755944.00










KN,TP=0.7 Mpa, to achieve the desired density (approved by the 

department) excluding cost of primer/tack coat (MoRTH 





Verical Curve 1 16418.04 7 0.04 4597.05 

Horizontal Curve 1 3071.58 7 0.04 860.04 

Total= 5457.09 cum 5757.00 31416488.00 






5457.09 cum 92.35 503963.00 

TOTAL 

136125464.00 

Improvement of Curves 136125464.0


S. 

No. 

Width 

of C/W 

Chainage Length X- 

(M) 

Section 

Start End 

Area of 

Cutting 

X-Section 

Area of 

Filling 

Vertical Alignment to be change 

Max. Ht. 

of 

Cutting / 

Filling 

Volume 

of 

Cutting 

Volume of 

Cutting 

Bitumino 

us Course 

Volume 

of 

Cutting 

WBM 

Embank 

ment 

1 5 5950 2925 34.33 1.586 0.1 6.01 0.00 25.06 20.60 Filling 

5 49.98 7.41 0.25 216.98 8.75 56.23 64.97 62.48 29.99 Cutting 

5 50.5 12.24 0.4 8.84 30.30 46.08 30.30 Filling 

5 37.26 6.12 0.33 164.74 6.52 41.92 48.44 46.58 22.36 Cutting 

5 149.84 30.63 0.24 26.22 0.00 82.04 89.90 Filling 

5 271.64 77.49 0.45 1365.35 47.54 305.60 353.13 339.55 162.98 Cutting 

5 404.66 213.6 0.8 70.82 323.73 494.80 242.80 Filling 

5 93.74 28.17 0.5 478.31 16.40 105.46 121.86 117.18 56.24 Cutting 

5 140.92 35.66 0.39 24.66 78.92 77.15 84.55 Filling 

5 568.11 527.5 2.04 4682.70 99.42 639.12 738.54 710.14 340.87 Cutting 

5 298.08 472.12 2.58 3433.69 52.16 335.34 387.50 372.60 178.85 Cutting 

5 103.01 157.15 0.95 1156.59 18.03 115.89 133.91 128.76 61.81 Cutting 

5 162.5 59.19 0.52 28.44 73.94 130.00 148.28 97.50 Filling 

2 7 10060 13620 325 58.09 0.48 1284.13 79.63 511.88 422.50 406.25 195.00 Cutting 

3 7 13388 13620 129.1 87.21 1.3 959.04 31.63 203.33 167.83 161.38 77.46 Cutting 

7 63.4 12.59 0.29 15.53 9.51 57.85 38.04 Filling 

GSB 

WMM 

BT Remarks

7 39.97 3.31 0.14 131.09 9.79 62.95 51.96 49.96 23.98 Cutting 

4 7 14809 15700 387.62 204.12 0.945 2475.41 94.97 610.50 503.91 484.53 232.57 Cutting 

7 153.44 96.07 0.91 1086.78 37.59 241.67 199.47 191.80 92.06 Cutting 

5 5.5 17962 18445 334.89 458 3.08 3649.25 64.47 414.43 435.36 418.61 200.93 Cutting 

5.5 150.29 46.55 0.56 28.93 107.46 112.72 137.14 90.17 Filling 

6 5.5 24563 25088 49.89 1.65 0.1 9.60 0.00 18.21 29.93 Filling 

5.5 475.11 288.61 1.47 3190.85 91.46 587.95 617.64 593.89 285.07 Cutting 

7 7 28625 28775 150 36 0.46 657.00 36.75 236.25 195.00 187.50 90.00 Cutting 

8 7 30975 31975 150 14.26 0.19 36.75 0.00 109.50 90.00 Filling 

7 224.18 251.68 1.89 2367.05 54.92 353.08 291.43 280.23 134.51 Cutting 

7 224.51 115.71 0.79 55.00 496.17 134.71 204.87 134.71 Filling 

7 240.18 175 1.37 58.84 1436.28 144.11 219.16 144.11 Filling 

7 125 15.79 0.2 448.03 30.63 196.88 162.50 156.25 75.00 Cutting 

9 5.5 32750 33500 325 66.67 0.48 62.56 243.75 296.56 195.00 Filling 

5.5 125 37.49 0.62 628.07 24.06 154.69 162.50 156.25 75.00 Cutting 

5.5 159.33 137.13 1.51 1291.95 30.67 197.17 207.13 199.16 95.60 Cutting 

5.5 55.14 4.78 0.12 212.39 10.61 68.24 71.68 68.93 33.08 Cutting 

5.5 41.27 5.89 0.28 7.94 15.48 37.66 24.76 Filling 

10 3.5 40700 40840 139.83 25.12 0.28 685.69 17.13 110.12 181.78 174.79 83.90 Cutting 

11 7 52672 53037 75 8.3 0.22 260.60 18.38 118.13 97.50 93.75 45.00 Cutting

7 101.9 17.28 0.28 24.97 30.57 92.98 61.14 Filling 

7 137.5 27.6 0.4 564.45 33.69 216.56 178.75 171.88 82.50 Cutting 

12 7 59600 59950 50 18.34 0.76 263.38 12.25 78.75 65.00 62.50 30.00 Cutting 

7 63.28 16.25 0.44 284.61 15.50 99.67 82.26 79.10 37.97 Cutting 

7 40 7.4 0.38 159.80 9.80 63.00 52.00 50.00 24.00 Cutting 

7 60 25.89 0.9 343.23 14.70 94.50 78.00 75.00 36.00 Cutting 

13 7 61712 62750 426.38 439.5 1.8 4227.73 104.46 671.55 554.29 532.98 255.83 Cutting 

7 197.52 132.03 1.05 1457.51 48.39 311.09 256.78 246.90 118.51 Cutting 

7 66.03 11.16 0.3 16.18 25.75 60.25 39.62 Filling 

7 94.71 15.28 0.28 362.68 23.20 149.17 123.12 118.39 56.83 Cutting 

14 7 73425 73200 225.00 183.43 1.62 1891.51 55.13 354.38 292.50 281.25 135.00 Cutting 

15 7 74425 73535 890.00 7.98 0.35 218.05 347.10 812.13 534.00 Filling 

7 890.00 44.92 0.54 2717.44 218.05 1401.75 1157.00 1112.50 534.00 Cutting 

7 890.00 51.05 0.89 2760.35 218.05 1401.75 1157.00 1112.50 534.00 Cutting 

7 890.00 1.28 0.04 218.05 0.00 0.00 712.00 Filling 

15 7 74750 74380 370.00 0.15 0.01 1000.05 90.65 582.75 481.00 462.50 222.00 Cutting 

7 370.00 0.15 0.025 1000.05 90.65 582.75 481.00 462.50 222.00 Cutting 

7 370.00 2.11 0.1 90.65 0.00 270.10 222.00 Filling 

7 370.00 1.15 0.09 1007.05 90.65 582.75 481.00 462.50 222.00 Cutting 

7 370.00 30.86 0.41 1215.02 90.65 582.75 481.00 462.50 222.00 Cutting 

7 370.00 10.4 0.22 90.65 0.00 297.11 222.00 Filling

16 7 75425 75115 34.25 53.17 0.47 8.39 41.10 31.25 20.55 Filling 

7 42.25 12.4 0.53 200.88 10.35 66.54 54.93 52.81 25.35 Cutting 

7 56.25 2.18 0.1 167.14 13.78 88.59 73.13 70.31 33.75 Cutting 

7 175.75 1.79 0.1 43.06 0.00 128.30 210.90 Filling 

17 7 80200 77850 425.00 325.4 1.37 3425.30 104.13 669.38 552.50 531.25 255.00 Cutting 

7 229.00 139 0.89 56.11 654.94 137.40 208.96 137.40 Filling 

7 600.00 579.33 1.65 147.00 4680.00 360.00 547.50 360.00 Filling 

7 371.00 257.72 1.81 90.90 3279.64 222.60 338.54 222.60 Filling 

7 387.00 220.63 0.7 94.82 628.88 232.20 353.14 232.20 Filling 

18 7 113600 113500 100.00 49.57 0.98 616.99 24.50 157.50 130.00 125.00 60.00 Cutting 

19 7 119175 119312 135.00 70.96 1.03 861.22 33.08 212.63 175.50 168.75 81.00 Cutting 

20 7 120200 120312 112.50 35.18 0.66 27.56 153.56 67.50 102.66 67.50 Filling 

TOTAL LENGTH 

Total Road length of 3.5m 

Total Road length of 5.5m 

16418.04 54490.8 3689.05 13822.0 11357.29 14967.7 16967.5 9985.77 

Total Road length of 7.0m = 12197.72 

= 

= 

139.83 

4080.49


Mazor Change in Horizontal Curve Alignment (Shift of centre more than 3.0m) 

S. Width Chaina Length 

Present Proposed Shift of LA New Volume of GSB WMM Bituminous 

No. of C/W ge 

Design Design Centre Required Road Cutting 

DBM 

speed speed 

Embank 

ment 

1 5.5 3912 163 45 65 4.92 0 163.00 476.78 244.5 213.94 97.8 

2 5.5 15200 136 45 80 8.34 793.968 471.47 397.80 204 178.50 81.6 

3 5.5 33100 324 40 100 9.49 2152.332 1123.20 947.70 486 425.25 194.4 

4 5.5 38350 147.62 45 80 3.64 268.67 511.75 431.79 221.43 193.75 88.572 

5 7 59700 141 40 65 7.13 703.73 488.80 412.43 211.5 185.06 84.6 

6 5.5 62525 93.52 40 65 8.14 532.88 324.20 273.55 140.28 122.75 56.112 

7 5.5 65025 117.44 50 80 3.9 320.61 407.13 343.51 176.16 154.14 70.464 

8 5.5 70715 92 50 80 15.66 1152.58 318.93 269.10 138.00 120.75 55.2 

9 5.5 72485 126 45 65 4.98 376.49 436.80 368.55 189.00 165.38 75.6 

10 5.5 73155 96 50 80 3.18 152.64 332.80 280.80 144.00 126.00 57.6 

11 7 120970 150 45 65 2250 150.00 506.25 300 262.5 90 BW - 110m Police Line 

12 7 119870 487 45 80 14610 3202.025 0 1314.90 888.78 292.2 New By pass 

proposed reduces 

80mm length of route 

13 5.5 81950 240 40 80 1800 1.65 972.00 518.40 438.00 144 

14 7 75300 371 45 65 257.72 1.81 1502.55 801.36 677.08 222.6 

15 7 75150 387 40 80 220.63 0.7 1567.35 835.92 706.28 232.2 

TOTA 3071.58 25592.242 7934.262 8750.1465 5925.45 4858.13625 1842.948 

Remarks


S. 

No. 

PART 'E' Toll Plaza & truck Lay Bye, Junctions etc. (Road Work) 

Item 

No. 


3 R-3/ 

3.1 


Description No. L B H factor Q Unit Rate Amount 


thickness upto a distance of 100 Mtr outside the periphery of 

the area by manual means . Note ; where only grass is met 

with , the area clear shall be measured & paid for under this 

item ( MORTH clause 201 ) 

By Manual Means 

Toll Plaza 4 175 30 1 21000.00 

Bus Lay Bye 10 60 15 1 9000.00 

10 60 15 1 9000.00 

Total= 3.90 hectar 28919.00 112785.00 





3.1.1.3 Mechanically by power shovel, including mechanical 

loading and carriage by tipper/dumper (6T capacity) 

Toll Plaza 4 175 10 0.5 1 3500.00 

Bus Lay Bye 10 60 15 0.5 1 9000.00 

10 60 15 0.5 1 9000.00 

Total= 

21500.00 cum 173.00 3719500.00 



Toll Plaza 4 175 10 0.5 1 3500.00 

Bus Lay Bye 5 60 15 0.5 1 4500.00

5 3.7.5 Extra for rolling to specification with the use of Vibratory 

roller when earth is at suitable moisture content with 

desired field density not less than 95% of maximum dry 

density (Modify Heavy Proctor test), excluding watering. 

5 60 15 0.5 1 4500.00 

Total= 

12500.00 cum 173.00 2162500.00 

3 R-3/6 Compaction of original ground with maximum of six passes 

of 8-10 tonnes power roller including filling depression 

occurring during rolling [MoRTH Specification : Clause 

305.3.4] 

Toll Plaza 4 175 10 1 7000.00 

Bus Lay Bye 10 60 15 1 9000.00 

10 60 15 1 9000.00 

Total= 250.00 100 

sqm 

R-4 Granular Sub -base with Well Graded Material (Table 

400.1) 


4 3.1 Providing laying spreading and compacting specified 

graded sand, gravel as per Table 400-1,400-2 or any other 

course material as per design mix, as per CBR in sub base 

course including premixing the material at OMC in wet mix 

plant, carriage of mixed material spreading in uniform 

layers with motor grader F.E loader on a prepared base and 

compacting with vibratory roller to achieve desired density 

(as per I.S.2720) including all material, labor, machinery, 

lighting guarding, barricading and maintenance of diversion 

complete.[MoRTH specification : Clause 401]. By mechanical 

means with lead up to 1 km 



Toll Plaza 4 175 13 0.23 1 2093.00 

12500.00 cum 24.00 0.00 

199.00 49750.00

Truck Lay Bye 2 120 10 0.23 1 552.00 

2 120 10 0.23 1 552.00 

Bus Lay Bye 10 60 15 0.23 1 9000.00 

10 60 15 0.23 1 9000.00 

Total= 21197.00 cum 490.00 10386530.00 

5 3.4 Extra rate for carriage of mixed material additional lead 

from :a 

3.4.1 2nd km to 10th km 1 21197 9 190773.00 Cum 

/Km 

b 3.4.2 11th km to 13th km 1 21197 3 63591.00 Cum 

/Km 


6 2 Providing, laying, spreading and compacting stone 

aggregate for Wet Mix Macadam (as per table 400-10 and 

400-11) specification including premixing the material with 

water to OMC in wet mix plant as per approved design mix, 

carriage of mixed material by Tipper to site, laying in 

uniform layers with motor grader/Front end Loader/paver 

finisher, in sub base/ base course on a well prepared under 

base and compacting with vibratory roller to achieve the 

desired density including lighting, guarding, barricading 

and maintenance of diversion etc. (MoRTH specification : 

Clause 406) by mechanical means with lead up to 1 Km. 

3.65 696322.00 

3.2 203492.00 


Toll Plaza 4 175 13 0.25 1 2275.00 

Bus Lay Bye 10 60 15 0.23 1 9000.00 

10 60 15 0.23 1 9000.00 

Total= 20275.00 cum 765.00 15510375.00 


from :a 


/Km 

3.65 666034.00

2.1.2 11th km to 13th km 1 20275.0 3 60825.00 Cum 

/Km 

3.2 194640.00


8 R-4/2 Providing and laying granular sub-base material having P.I. 

not more than 6 including spreading in layers not exceeding 

150 mm compacted thickness and consolidation by 8-10 

tonne power roller to required camber and grade including 

cost of water and hire charges of machinery including T&P 

with all lead (Compacted thickness to be measured).as per 

MoRTH specification table 400-1, 400-2, 


to attain 100% proctor density. Toll Plaza 4 300 1.5 0.15 1 270.00 

Bus Lay Bye 10 60 1.5 0.15 1 135.00 

10 60 1.5 0.15 1 135.00 

Total= 540.00 Cum 286.00 154440.00 

Prime Coat 

9 R-6/4 Providing and applying primer coat over prepared surface 

or granular base with bitumen emulsion as per IS: 8887 & 






Toll Plaza 4 175 13 1 9100.00 

Bus Lay Bye 10 60 7 1 4200.00 

10 60 7 1 4200.00 

Total= 17500.00 sqm 21.00 367500.00 

10 4.1 Add extra to item No. 1 for 1 Kg / 10 Sqm emulsion 1 17500.0 17500.00 

Total= 17500.00 sqm 2.10 36750.00

Tack Coat 

11 R-6/5 Providing and applying tack coat on the prepared surface, 

with bitumen emulsion as per IS : 8887 & manufacturer’s 


bitumen pressure sprayer equipped for spraying the 

material uniformly at specified rates and temperatures as 

per MoRTH specification Clause 503 & 112 ( Including 

cleaning of bituminous road surface ) 

Toll Plaza 4 175 13 1 9100.00 

Bus Lay Bye 10 60 7 1 4200.00 

10 60 7 1 4200.00 

Total= 

17500.00 sqm 8.00 140000.00 

12 5.1 Add extra for 0.1Kg / 10 Sqm emulsion 0.75 17500 13125.00 sqm 2.90 38063.00 

Dense Bituminous Macadam 

13 R-6/9 Providing and laying Dense Bituminous Macadam on 

prepared surface with specified graded crushed aggregates 

as per table 510 and design mix for base/binder course 

including loading of material with Front end loader, heating 

of binder (including cost of anti-stripping compound 

wherever required) aggregate and filler in hot mix plant 40- 

60 TPH, transporting the mixed material by tippers and 

laying with sensor paver finisher as per clause 507.3.5 to the 

required level and grade rolling by self propelled power 

rollers and vibratory rollers or pneumatic tyred roller 150- 

250KN. TP=0.7MPa to achieve the desired density 

(approved by the department) but excluding cost of 

primer/tack coat. [MoRTH Specification : Clause 507 & 112] 

9.1 Grading I (40 mm nominal size) - Bitumen @ 4.5 % of mix 

(60/70 grade) & thickness 50 - 75 mm with lead of mix 

material 1km 

for Toll Plaza 4 175 13 0.09 1 819.000

Bus Lay Bye 10 60 7 0.05 1 210.00 

10 60 7 0.05 1 210.00 

Total= 

1239.00 cum 4799.00 5945961.0 



28.2 60/70 Penetration grade 1 1239.00 0.5 2.35 14.558 tonne 34494.0 502173.0 

14 9.2.1 Extra rate for carriage of mixed material additional lead 

average 13 km. -Same as Above 

15 R- 

6/12 

Providing and laying bituminous concrete as per design mix 

on prepared surface with specified graded stone as per 

table 500-18 for wearing course including loading of 

aggregate with Front end loader and hot mixing of binder 

(including cost of anti-stripping compound, wherever 

required) and 3% cement filler with aggregates in hot mix 

plant 40-60 TPH Transporting the mix material with tipper 

and laying with sensor paver finisher (as per clouse 507.3.5) 

to the required level , grades and rolling with vibratory 

compactor and pneumatic tyred roller 150-250 KN,TP=0.7 

Mpa, to achieve the desired density (approved by the 

department) excluding cost of primer/tack coat (MoRTH 


1239.000 cum 42.45 52596.00 




Toll Plaza 4 175 13 0.04 364.00 

Bus Lay Bye 10 60 7 0.04 1 168.00 

10 60 7 0.04 1 168.00 

Total= 700.00 cum 5757.00 4029900.00 


formula adopted in any of the above items. Taken 0.5 %




700.00 cum 42.45 29715.00 

Total = 45276703.00




PART 'H' TOLL PLAZA 

S. No. Item No. No. L B Quantity Unit Rate Amount 

1 Toll collection canopy 1 18.00 9.00 162.00 Sqm 5500.00 891000.00 

2 Administrative Building 

Builtup Area 

3 Outer Development of Plot 

Main Building 2 12.00 6.00 144.00 

DG Area 1 5.00 3.00 15.00 

159.00 Sqm 10000.00 1590000.00 

1 15.00 30.00 450.00 Sqm 928.00 417600.00 

4 Toll Booths & Electrifications (L.S.) 2000000.00 

Total = 4898600.00



PART - H: TOLL PLAZA 


S.No. Description QTY. Unit Rate Amount 

1 At Km 6/500 1 EACH 4898600.00 4898600.00 

2 At Km 39/900 1 EACH 4898600.00 4898600.00 

3 At Km 90/000 1 EACH 4898600.00 4898600.00 

4 At Km 109/500 1 EACH 4898600.00 4898600.00 

19594400.00

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT Annuity Scheme (Jodhpur - 

Osian - Phalodi) 


PART - I: LAND ACQUISITION 

S.No. Description No. L B QTY. Unit Rate Amount 

1 Land required for widening for lay byes. 1 250 30 7500.00 Sqm. 80.00 600000.00 

2 For Toll Plaza Administrative Building 4 45 30 5400.00 Sqm. 80.00 432000.00 

3 Other land required for By Passes 1 14279 45 642555.00 Sqm. 80.00 51404400.00 

4 Land Required for Horizontal Curve Improvement 25592.24 Sqm. 80.00 2047379.32 

5 Compensation of House / Building 500000.00 

681047.24 TOTAL 54983779.32



PART 'J' PUBLIC UTILITY SERVICES 

S. 

No. 

BSR 

No. 

Item No. No. L B H Quantity Unit Rate Amount 

1 L.S. Bus Shelter Canopy 18 6.45 3.23 375.00 Sqm 6500.00 2437519.50 

3 R- 

2/2 

3 R-3/ 

3.1 

3.1.1. 

3 

Plateform & Island for the Bus Shelter 

Clearing grass and removal of rubbish maximum 

150mm in thickness upto a distance of 100 Mtr 

outside the periphery of the area by manual means 

. Note ; where only grass is met with , the area clear 

shall be measured & paid for under this item ( 

MORTH cla 

By Manual Means 18 9.00 4.00 648.00 Cum 

Total= 0.06 hectare 9559.00 620.00 

Earth work in excavation, including 

stacking/disposal of surplus material with all lifts 

and lead upto 495 metres, exclusive of 

compensation of 


earth [MoRTH specification : 

Mechanically by power shovel, including 

mechanical loading and carriage by 

tipper/dumper (6T capacity) 


18 9.00 4 0.5 324.00 

324.00 Cum 61.00 19764.00 

4 3.7.4 Extra for watering the earth to bring the earth upto 

required O.M.C excluding rolling 

for Widening of Road (5.5-7.00) 18 9.00 4 0.5 324.00 

324.00 cum 11.00 3564.00

5 3.7.5 Extra for rolling to specification with the use of 

Vibratory roller when earth is at suitable moisture 

content with desired field density not less than 95% 

of maximum dry density (Modify Heavy Proctor 

test), excluding watering. 

6 R- 

3/6 

9 R- 

10/2 

10 R- 

10/ 

10.10 

.1 

324.00 cum 24.00 0.00 

Compaction of original ground with maximum of 

six passes of 8-10 tonnes power roller including 

filling depression occurring during rolling [MoRTH 

for Widening of Road (5.5-7.00) 18 9.00 4 648.00 

Total= 6.48 sqm 199.00 1290.00 

Providing and laying Plain cement concrete M15 

mix with stone aggregate 20mm nominal size 

mechanically mixed and vibrated, in foundation up 

to a depth of 1.50 below Ground level and or 1.50 

meters above ground/bed level. 

PCC grade M 15 18 9.00 4.00 0.15 97.20 Cum 2742.00 266523.00 

Providing and laying Random Rubble stone 

masonry in cement sand mortar 1:3, in foundation 

up to a depth of 1.50 meters and also 1.50 meters 

above Ground /Bed level [MoRTH Specification : 

Toe wall 44 9.00 0.60 0.30 71.28 

44 9.00 0.45 0.30 53.46 

44 3.40 0.60 0.30 26.93 

1020 * 6.7 = 1608 44 3.55 0.45 0.30 21.09 

Total = 

172.76 cum 2747.00 474557.99

11 R- Random Rubble masonry in cement sand mortar 

10/1 1:3 in superstructures upto a height of 4 metres or 

0.12+ part thereof above 1.50m level from Ground/Bed 

10.13 level.[MoRTH Specfication : Clause 1000/1400] 

12 R- 

10/1 

4 

11 R- 

7/47. 

3 

Toe Wall 44 9.00 0.30 0.50 59.40 

At Shoulders 20 3.70 0.30 0.50 11.10 

Providing Cement plaster 12mm thick in cement 

mortar (1:3) at all levels [MoRTH Specification: 

Clause:1000/1300] 

Providing and fixing of Precast concrete 

interlocking blocks of 100 mm thick manufactured 

from fully computerized automatic stationery 

hydraulic vibro pressed machine & full 

computerized automatic batching plant of class A-1 

as per BS : 6717-2001. The C.C. interlocking paving 

blocks be laid on average 25 mm thick bed of 

coarse sand and the joint is to be filled with fine 

sand. Laying procedure on compacted sub base as 

defined. Complete job is to be executed as per the 

instructions of Engineer-in-charge. The rates to be 

inclusive of all lead, lift, lifts & taxes general 

specifications of blocks. 

1. Shape : As specified by Engineer-in-charge. 

Total = 

36 9.00 1.00 324.00 

36 4.00 1.00 144.00 

Total = 

70.50 cum 2945.00 207622.50 

468.00 sqm 99.00 46332.00 

18 9.00 4.00 648.00 Sqm 587.00 380376.00

2. Tensile splitting strength and breaking load as 

per BS : 6717-2001 


4. Variation in Dimension : Less than 1.6mm. 

5. Variation in thickness : Less than 3.2mm 

12 Construction of FOB's at Osian 2 2 Each 1500000 3000000.00 

Total = 6838168.99

PART 'K' LANDSCAPING & TREE PLANTATION 

S. 

No. 



BSR 

No. 

1 R- 

9/16 

Item No. No. L B H Quantity Unit Rate Amount 

Planting permanent hedges including digging of 

trenches 60cm wide and 45cm deep refilling the 

excavted earth mixed with farm yard manure 

supplied at the rate of 4.65 cum per 100 metres and 

suppling and planting hedge plants at 30 cm apart. 

2 5000.0 100.00 100 Metres 12100.00 1210000.00 

2 9.17 Maintaining the hedges for the first two years 

including waterning etc. complete. 

17.1 For first year 10000.00 Metres 106.00 1060000.00 

17.2 For second year 10000.00 Metres 92.00 920000.00 

3 R- 

9/14 

4 R- 

9/18 

Turfing lawn with fine grassing including 

ploughing, dressing including breaking of clods, 

removal of rubbish, dressing and supplying and 

spreading of farm yard manure at rate 0.60 cum 

per 100 Sqm. 

Manintance of lawns with fine grassing for the first 

year including watering etc. 

5 9.28 Supply & Planting of Shady plants (Neem, Peepal, 

Goolar, jamun, Imli or other specified) along road 

side including follwing activities: 

(15m c/c) 

4 100 5 20.00 100 Sqm 4800 96000.00 

20.00 100 Sqm 9500 190000.00 

2 117650.0 15.00 15686.67 Nos. 975 15294500.00 

Total = 18770500.00

S. No. 

Culvert / 

Bridge No. 


Phalodi) 

Chainage 

Length 

(A - A) 

Width 

(P-P) (m) 

No. of Span 

Span 

Length (c/c) 

1 3/1 2500 15 7.5 1 - 

2 3/2 2900 12 7.5 1 - 

3 4/1 3050 15 7.5 1 - 

4 4/2 3700 15 7.5 1 - 

5 9/1 8350 20 7.5 1 - 

6 31/1 30075 25 7.5 1 - 

7 34/1 33400 20 7.5 1 - 

8 37/1 36850 15 7.5 1 - 

9 50/1 49200 35 7.5 1 - 

10 54/1 53825 12 12 1 1.2 

11 56/1 55525 11.1 12 1 2 

12 56/2 55800 30 7.5 1 - 

13 58/1 57400 8 12 2 1.2 

14 58/2 57625 5.1 7.5 2 1.5 

PART 'B' List of Existing CD works & Requirement of Widening 

Pier Type 

(Masonry 

/RCC) 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

Foundation 

Type 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

Type 

Slab / Box / 

Pipe 

Protection 

Work 

Available 

Width of 

Run off 

Condition 

of Bridge 

Remark 

Average 

Height 

(m) 

FCW No 15 OK Nala 1 









RCC 

Pipe 

RCC 

Slab 

Whether 

Widening is 

required 

(m) 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

Estimated 

cost for 

repair and 

extension 

No 2 OK Nala 1.6 No - 

No 4 OK Nala 2 No - 


RCC 

Pipe 

RCC 

Slab 

New 

Culvert 


No 6 OK Nala 1.5 Yes 322132.28 

- 

- 

- 

- 

- 

- 

- 

- 

- 

-

15 59/1 58050 8 12 2 0.9 

16 59/1 58350 10 7.5 1 - 

17 60/1 59900 30 7.5 1 - 

18 60/2 59500 35 7.5 1 - 

19 61/1 60700 12.2 12 3 0.9 

20 65/1 65600 35 7.5 1 - 

21 68/1 67600 28 7.5 1 - 

22 80/1 79350 30 8 1 - 

23 80/2 79800 30 8 1 - 

24 80/1 79900 30 8 1 - 

25 81/1 80010 45 8 1 - 

26 81/2 80400 35 8 1 - 

27 82/1 81150 50 8 1 - 

27A 81/1 80200 50 8 1 - 

28 104/1 103420 12 7.5 4 3 

29 115/1 114900 25 8 1 - 

30 118/2 117500 12 7.5 2 4 

31 121/1 120000 37 9.4 15 0.9 

31a 112/1 116600 8.5 8 5 0.9 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RCC 

Pipe 





RCC 

Pipe 

New 

Culvert 

New 

Culvert 

New 

Culvert 










PCC FCW No 50 OK Nala 1 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

PCC 

RCC 

Slab 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

New 

Culvert 

No 16 OK Nala 2.5 Yes 1288529.13 


RCC 

Slab 

RCC 

Pipe 

R.C.C 

Pipe 

New 

Culvert 

No 71 OK Nala 2.5 Yes 859019.42 

No 69 OK Nala 1.75 

No 4.5 OK 

Atiya 

Nala 

2.5 

New 

Culvert 

New 

Culvert 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

-

32 118/1 117100 10.2 12 6 0.9 

33 120/1 119375 3.4 8 2 0.9 

34 122/1 121425 10.2 12 6 0.9 

35 122/2 121700 1.7 9 1 0.6 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

RR Stone 

Masonry 

PCC 

PCC 

PCC 

PCC 

R.C.C 

Pipe 

R.C.C 

Pipe 

R.C.C 

Pipe 

R.C.C 

Pipe 

No 5.4 OK Nala 1.5 - - 

No 1.8 OK Nala 1.5 

New 

Culvert 

No 5.4 OK Nala 1.5 - - 

No 5.4 OK Nala 2.5 

New 

Culvert 

-

New Culverts 

S. No. 

Culvert / Bridge 

No. 

Chainage 

Prop.Length 

Prop. Width 

No. of Span 

Span Length 

(c/c) 

Pier Type 

(Masonry /RCC) 

Foundation 

Type 

Type 

Slab / Box / Pipe 

Prop. Protection 

Work 

Width of Run 

off 

Condition of 

Bridge 

Remark 

Average Height 

(m) 

Width is 

required (m) 

Estimated cost 

for repair and 

extension 

1 3/1 2500 9 12 6 1 - PCC RCC Box Yes New Nala 1.25 12.00 727841.00 











12 79/1 78550 15 12 10 1.5 - PCC RCC Box Yes New Nala 2.5 12.00 1607880.00 




16 80/2 79435 12 12 8 1.5 - PCC RCC Box Yes New Nala 2.5 12.00 1315853.00




20 

21 

22 

23 

Mathania 

By Pass 

Mathania 

By Pass 

Mathania 

By Pass 

Mathania 

By Pass 

40.4 12 6 6 - PCC RCC Box Yes New Nala 3 12.00 6791801.46 




24 15 12 10 1.5 - PCC RCC Box Yes New Nala 2.5 12.00 3964705.01 







408.2 G. Total = 62752924.00




PART 'D' (D) Protection Work & Diversion for Construction of CD Works 

S.No. Item 

No. 


1 R- 

10/10. 

1.2a 

Providing and laying mechnically mixed and vibrated 




1000/1700] 

Cement concrete 1:3:6 mix crushed stone aggregates 


Floor Protection 30 125 0.15 562.50 

Total= 562.50 cum 2217.00 1247063.00 

2 R-10/ Providing and laying Random Rubble masonry in 

10.12.1 foundation upto a depth of 1.50 metres and 1.50 

metres above Ground /Bed level.[MoRTH 

Specfication: Clause 1000/1400] 

10.12.1 in 1:3 cement mortar 

Parapet 8 12 0.4 0.5 19.20 cum 

Total= 19.20 cum 2024.00 38861.00 

3 10.13 Extra for Random Rubble masonry in cement sand 

mortar 1:3 in superstructures upto a height of 4 

metres or part thereof above 1.50m level from 

Ground/Bed level.[MoRTH Specfication : Clause 

1000/1400] 

I Random rubble masonry 

Parapet 8 12 0.4 0.5 19.20 

Total= 19.20 cum 156.00 2996.00 

4 R-10 

/10.16 

Plaster on new surface with cement mortar (1:3) 

including racking of joint etc. complete fine finished 

12mm thick. 

Parapet 16 12 0.5 96

5 R-10/ 

10.4 

Sides 16 0.5 0.4 3.2 

Total= 99.20 sqm 84.00 8333.00 

Providing and laying RCC M20 mix with stone 

aggregate 20mm (nominal size) mechnically mixed 

and vibrated for RCC work in slab in superstru-cture 

upto 4 metre above 1.5 metre level from Bed/ Ground 

level, excluding steel reinforcement but including 

centeri 

Parapet wall 8 12 0.4 0.075 2.88 

Total= 2.88 cum 2838.00 8174.00 

6 13.11 Providing and applying 2 coats of water based 

cement paint to unplastered concrete surface after 

cleaning the surface of dirt, dust, oil, grease, 

efflorescense and applying paint @ of 1 litre for 2 

Sqm. 

Parapet 99.20 

7 Dismantling of Structures 

Total= 99.20 Sqm 16.00 1587.20 

R-2/4 Dismantling upto 1.5m in foundation and/or 1.5m 

above ground level including T&P and scaffolding 

wherever necessary, sorting the dismantled material, 

disposal of unserviceable material, and stacking 

serviceable material with in a lead of 1000m. 

(ii) 

[MoRTH Specification clause 202] 


4.1.1.2 Cement Concrete M-15 & M-20 LS 20.00 

Total= 20.00 cum 243.00 4860.00 

4.1.1.3 Prestressed / Reinforced Cement Concrete grade M- LS 

20 & Above 

25.00 

Total= 25.00 cum 644.00 16100.00 

4.3.2 RR Masonry in cement mortar 408.2 0.4 0.4 65.31 

408.2 0.65 1.85 490.86 

Total= 556.17 cum 167.00 92881.00

8 R- 

2/2.4. 

10 

9 R-3/ 

3.1 

Dismantling of Flexible Pavements 

Dismantling of flexible pavements and disposal of 

dismantled materials upto a lead of 1000 metres, 

stacking serviceable and unserviceable materials 

separately as per MORTH specification clause 202. 

For CC Pavement Section + New Bituminous Road 


(A) Bituminous Courses 1 510.25 5.5 0.05 140.32 

Total= 140.32 cum 151.00 21189.00 

(B) Granular courses (From Verticle Curve Improvement) 1 510.25 5.5 0.225 631.43 

Earth work in excavation, including 

stacking/disposal of surplus material with all lifts 

and lead upto 495 metres, exclusive of compensation 

of earth [MoRTH specification : Clause 301 to 305] 



Total= 631.43 cum 271.00 171119.00 

for Diversion for Construction of CD Works 30 125.00 5.5 0.5 10312.50 

For Diversion for Construction of Road 1 5550.00 5.5 0.5 15262.50 

25575.00 Cum 61.00 1560075.00 

10 3.7 Extra for laying earth as per specification for 

compaction in 200 mm thick loose layers and dressing 

[MoRTH Specification Clause 305.3.5]. 

BY MECHANICAL MEANS, using Motor Grader, 

from earth in stock piles with all lead and lift but 

excluding rolling and watering. 



25575.00 Cum 24.00 613800.00 

11 3.7.4 Extra for watering the earth to bring the earth upto 

required O.M.C excluding rolling 



34875.00 cum 11.00 383625.00

12 R-3/6 Compaction of original ground with maximum of six 

passes of 8-10 tonnes power roller including filling 

depression occurring during rolling [MoRTH 

Specification : Clause 305.3.4] 

for Diversion for Construction of CD Works 30 125.00 7.5 28125.00 

For Diversion for Construction of Road 1 5550.00 7.5 41625.00 

Total= 697.50 sqm 199.00 138803.00 

13 R-3/4 Box cutting/Trenching the Sub Grade to proper slope, 

camber and removing inequalities including 

removing deleterious stuff and depositing on the road 

side slopes (cutting of earth shall be paid separately in 

the respective item on the basis of classification of the 

excavation done by the Engineer (MoRTH 




697.50 100 

sqm 

41.00 28598.00 

15 4.2 Providing and laying granular sub-base material 

having P.I.not more than 6, including spreading in 

layers not exceeding 150 mm compacted thickness 

and consolidation by 8-10 tonne power roller to 

required camber and grade including cost of water 

and hire charges of machinery, including T&P with all 

lead (Compacted thickness to be measured).as per 

MORTH specification table 400-1, 400-2 : 

For grading-II with CBR value not less than 25. 

(i) to attain 100% proctor density. 



Total= 7672.50 cum 275.00 2109938.00

R-5 Water Bound Macadam 

16 5.3 Providing, laying, spreading and compacting stone 

aggregate of specfic as per table 400-7 to Water 

Bound Macadam specifi-cation including spreading 

in uniform thickness, hand packing roll-ing with 

vibratory roller in stages to proper grade and camber, 

applying and brooming requisite type of screening 

and binding materials to fill-up the interstices of 

coarse aggregates watering (with water browser) and 

rolling making necessary earthen bund to protect 

edegs, lighting, guarding, barricading and 

maintenance of diversion etc. [MoRTH specfication : 

Clause 404] ( By ma-nual means). 

5.2.2 Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm 

for compacted thickness of 75 mm. (Crusher broken) 

Stone screening type 'B' 



Total= 3836.25 cum 861.00 3303012.00 

5.2.3 Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 

Sqm for compacted thickness of 75 mm. (Crusher 

broken) 

Stone screening type 'B' 



Total= 3836.25 cum 919.00 3525514.00 


17 R-4/2 Providing and laying granular sub-base material 

having P.I.not more than 6, including spreading in 

layers not exceeding 150 mm compacted thickness 

and consolidation by 8-10 tonne power roller to 

required camber and grade including cost of water 

and hire charges of machinery, including T&P with all 

lead (Compacted thickness to be measured).as per 

MORTH specification table 400-1, 400-2 : 

2.1 For grading-II with CBR value not less than 25.

to attain 100% proctor density. 60 125.00 1 0.15 1125.00 

For Diversion for Construction of Road 2 5550.00 1 0.15 1665.00 

Total= 2790.00 Cum 275.00 767250.00 


18 6.1 Providing and applying primer coat over prepared 

surface or granular base with bitumen emulsion as 

per IS: 8887 & manufacturer’s specifications @ 6 kg 

/10 sqm with a self propelled or towed bitumen 

pressure sprayer equipped for spraying the material 

uniformly at specified rates and temperatures as per 

MoRTH specification CI 502 & 112 ( Including 

cleaning of road surface ) 



Total= 51150.00 sqm 21.00 1074150.00 

19 6.11 Providing and laying open graded premix carpet 

20mm thick (compacted) on prepared surface in a 

single course as wearing course aggregates as per 

Table 500-23, heating bituminous binder @ 14.6 

Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix 

Plant (including cost of antistripping compound , 

wherever required), transporting the mixed material 

with tipper and laying with paver finisher to the 

required level and grade, rolling with power roller, 8- 

10 tonne but excluding cost of tack and seal coat with 

lead for mix of material 1 Km.[MORTH Specification : 

Clause 511,112] 

6.11.1 In Hot Mix Plant 100-120 TPH, including loading of 

aggregates with F.E loader with 60/70 bitumen. 

for Diversion for Construction of CD Works 30 125 5.5 20625.00 


Total= 51150.00 sqm 74.00 3785100.00

20 6.13 Providing and laying seal coat for sealing the 

voids in a bituminous surface laid to the 

specified levels, grade and cross fall, including 

rolling with a smooth wheeled roller 8 - 10 tonne 

capacity finished to required level and grades, 

complete as per MORTH specification clause 513 

Laying by Manual Means 

6.13.2 Type B - comprising of 2.36 mm to 180 micron size 

aggregate @ 0.06 Cum per 10 Sqm and bitumen 

binder (60/70 grade) @ 6.8 Kg / 10 sqm 

for Diversion for Construction of CD Works 30 125 5.5 20625.00 


Total= 51150.00 sqm 29.00 1483350.00 

21 NBSR Silt Clearance from the CD works and for training of 10000.00 Cum 65.00 650000.00 

Stone Pitching on Slope 

22 R-11 / 

1.1.1 

Earth work in excavation for foundation of structure 

complete with all lift, dewatering shoring and 

shuttering etc .including refilling of trenches in 

25.mm layers, ramming, watering and disposal of 

surplus soil within a lead of 1000 meters, as per 

drawing and technical specification.[MoRTH 

Specification : Clause : 304] 

For Embankment above 2.0m high 1.00 3200.00 2.50 0.60 4800.00 

Sloped length 4.47m taken for 2.0m average height 

embankment. C/c of CHhutes taken 5.0m. =1400/5 = 

640 

23 14.5 Providing and laying graded stone aggregate Filter 

Material underneath pitching on slopes complete as 

per drawing and technical Specification [MoRTH 

Specification : Clause 2504] 

640.0 4.47 0.85 0.45 1094.26 

Total = 

5894.26 Cum 95.00 559954.32 

1.00 2656.00 4.47 0.15 1780.85 cum 617.00 1098783.22

24 14.4.2 Providing and laying Pitching on slopes complete as 

per drawing and technical -specification. [MOST 


With R.R.Stone , weighing not less than 40 Kg, 

thickness not less than 150 mm (Specific gravity not 

less than 2.65). 

25 R-10/2 Providing and laying Plain cement concrete M15 mix 

with stone aggregate 20mm nominal size 

mechanically mixed and vibrated, in foundation up to 

a depth of 1.50 below Ground level and or 1.50 meters 

above ground/bed level. 

1.00 2656.00 4.47 0.30 3561.70 cum 754.00 2685518.78 

M15 Grade Mix 1.00 3200.00 0.45 0.15 216.00 

26 R-10/10Providing and laying Coursed / Random Rubble 

stone masonry in cement sand mortar 1:3, in 

foundation up to a depth of 1.50 meters and also 1.50 

meters above Ground /Bed level [MoRTH 

640.0 4.47 0.85 0.15 364.75 

640.0 4.47 0.60 0.08 128.74 

1.00 3200.00 0.45 0.08 115.20 

1.00 3104.00 0.45 0.75 1047.60 

1020 * 6.7 = 6834 2.00 2860.80 0.30 0.45 772.42 

27 10.16 Providing Cement plaster 12mm thick in cement 

mortar (1:3) at all levels [MoRTH Specification: 

Clause:1000/1300] 

28 R- 

14/2 

Stone Pitching on Shoulder 

Providing and laying graded stone aggregate Filter 

Material underneath pitching on slopes complete as 

per drawing and technical Specification [MoRTH 

Specification : Clause 2504] 

Total = 

Total = 

2.0 640.00 4.47 1.05 6007.68 

Total = 

824.69 cum 2742.00 2261294.50 

1820.02 cum 2747.00 4999583.95 

6007.68 sqm 99.00 594760.32 

1.00 3104.00 2.05 0.15 954.48 sqm 617.00 588914.16

29 R-14/ 

3.1 

Providing and laying Pitching on slopes complete as 

per drawing and technical -specification. [MOST 


With R.R.Stone , weighing not less than 40 Kg, 

thickness not less than 150 mm (Specific gravity not 

less than 2.65). 

1.00 3104.00 2.05 0.30 1908.96 cum 754.00 1439355.84 

Cost of CD works 62752924.00 

G.Total 

= 

98017467.29




PART 'D' (D) SLAB CULVERTS -6 x 6.00 m span 

S.No. Item 

No. 


Exacavation for Structure 

1 R-11/ Earth work in excavation for foundation of structure 


shuttering etc. including refilling of trenches in 25mm 

layers, ramming, watering and disposal of surplus 

soil within a lead of 1000 meters, as per drawing and 

technical specification.[MoRTH Specification : Clause 

: 304] 

11.2 In hard Soil [MoRTH Specification : Clause : 301] 

2 R- 

10/10. 

1.2a 

At Mathania By Pass 

Abutments 2 14.5 3.6 1.5 156.60 

Pier 5 14.5 3.6 1.5 391.50 

Return wall 4 5 2.53 1.5 75.90 

Total= 624.00 cum 117.00 73008.00 





1000/1700] 



Abutment 2 14.5 3.6 0.4 41.76 

Pier 5 14.5 3.6 0.4 391.5 

Return wall 4 5 2.53 0.4 20.24 

Total= 453.50 cum 2217.00 1005410.00






Abutment stepI 2 14.5 2.8 0.8 64.96 cum 

Abutment stepII (2.4+.8)/2 2 14.5 1.6 2.5 116.00 

Deduction -4 14.5 0.2 0.2 -2.32 

-1 14.5 0.4 0.4 -2.32 

-2 14.5 0.3 0.4 -3.48 

Pier 5 14.5 3.2 0.4 92.80 

5 14.5 2.8 0.4 81.20 

5 14.5 2.4 0.4 69.60 

5 14.5 1.05 2.1 159.86 

Return wall 4 5 1.73 0.4 13.84 

4 5 1.115 2.5 55.75 

Parapet 2 42 0.4 0.5 16.80 

Raising of pier & Abutment 6 13 0.8 1 62.40 

Deduction -2 5 0.4 0.4 -1.60 

Total= 723.49 cum 2024.00 1464349.00 





1000/1400] 


Parapet 2 48.4 0.4 0.5 19.36 

Total= 19.36 cum 156.00 3021.00 

5 R-10 

/10.16 



12mm thick. 

Parapet 2 48.4 0.5 48.4 

Sides 4 0.5 0.4 0.8 

Total= 49.20 sqm 84.00 4133.00

6 R-10/ 

10.14 

7 R-10/ 

10.2 

Providing Cement pointing 1:2, flush on Brick-on - 

edge floor at all levels.[MoRTH Specfication: Clause 

1000/1300] 

Abutment 2 14.5 1.5 43.5 

2 11 3 66 

Pier 5 14.5 1.5 108.75 

5 11 3 165 

Return wall 4 5 1.25 25.0 

Parapet 2 48.4 0.5 48.4 

Total= 456.65 sqm 63.00 28769.00 

Providing and filling in foundation trenches, and at 

the back of abutments wing walls etc.and below pipe 

bed in layers not exceeding 150mm thick including 

watering and compacting, including all lead and lifts. 

10.20.2 Selected granular material in filling [MoRTH 

Specification Clause :1500] 

Backfill on side wall 2 14.5 0.3 1.5 13.05 

Return wall 4 5 0.3 1.5 9 

Total= 22.05 cum 174.00 3837.00 

8 R-10/ 

10.4 






centeri 

Parapet wall 2 48.4 0.4 0.05 1.94 

Return wall 4 5 0.5 0.05 0.50 

Total= 2.44 cum 2838.00 6914.00 

9 10.23 Reinforced cement concrete M30 mix with stone 



superstructure at any level excluding steel 

reinforcement but including center-ing and shuttering 

laid in posi

Slab 6 12 7 0.525 264.60 

Footpath & Kerb 2 42 0.55 0.375 17.33 

2 42 0.525 0.05 2.21 

Bed Plate 6 13 0.8 0.3 18.72 

Total= 302.85 cum 3530.00 1069061.00 

10 10.6.2 Providing and fabricating steel reinforcement fot 

R.C.C works including cutting, bending, placingin 

position and binding complete including cost of 

binding wire .[MoRTH Specification : Clause 

1000/1600] 

Cold twisted bars 

80 kg/ cum 1 302.85 80 24228 Kg 

Total= 24.23 t 48787.00 1182012.00 

11 12.19 Slab seal type of expansion joint complete as per 

drawing and technical specification including 

accptance testing as specified, to be installed under 

supervision of a specialist manufacture [MoRTH 

Specification 2600(N)] 

12 13.9 PCC M-15 grade levelling course below approach slab 

complete as per drawing and MoRTH specifications 

clause 14.10. 

13 13.10 Reinforced cement concrete approach slab including 

reinforcement and formwork complete as per 

drawing and MoRTH specifications section 1500, 

1600, 1700, 2704. 

7 12 84.00 

2 13 3.5 0.08 27.3 

2 13 3.5 0.3 27.30 

Total= 84.00 Metre 12717.00 1068228.00 

Total= 27.30 Cum 2327.00 63527.10 

Total= 27.30 Cum 5069.00 138383.70





Sqm. 

15 R-2 

/2.4.1 

Parapet 2 48.4 0.9 87.12 

Dismantling upto 1.5m in foundation and / or 1.5m 






4 0.5 0.4 0.80 

Total= 87.92 Sqm 16.00 1406.72 


2.4.1.1. Reinforced Cement Concrete 

3 

Slab 5 8 7 0.4 112.00 

Total= 112.00 cum 534.00 59808.00 

16 2.4.3.2 RR Masonry in cement mortar 

Pier & Abutment 4 9 1.2 2.8 120.96 

2 8 1.6 2.8 71.68 

4 9.75 2.45 1.5 143.33 

2 9 2.65 1.5 71.55 

Parapet 2 48.4 0.5 0.4 19.36 

Total= 19.36 cum 129.00 2497.44 

G.Total = 6791801.46




PART 'D' (D) SLAB CULVERTS -3 x 6.00 m span 

S.No. Item 

No. 


Exacavation for Structure 

1 R-11/ Earth work in excavation for foundation of structure 


shuttering etc. including refilling of trenches in 25mm 

layers, ramming, watering and disposal of surplus 

soil within a lead of 1000 meters, as per drawing and 

technical specification.[MoRTH Specification : Clause 

: 304] 

11.2 In hard Soil [MoRTH Specification : Clause : 301] 

2 R- 

10/10. 

1.2a 

At Mathania By Pass 

Abutments 2 14.5 3.6 1.5 156.60 

Pier 2 14.5 3.6 1.5 156.60 

Return wall 4 5 2.53 1.5 75.90 

Total= 389.10 cum 117.00 45525.00 





1000/1700] 



Abutment 2 14.5 3.6 0.4 41.76 

Pier 2 14.5 3.6 0.4 156.6 

Return wall 4 5 2.53 0.4 20.24 

Total= 218.60 cum 2217.00 484637.00






Abutment stepI 2 14.5 2.8 0.8 64.96 cum 

Abutment stepII (2.4+.8)/2 2 14.5 1.6 2.5 116.00 

Deduction -4 14.5 0.2 0.2 -2.32 

-1 14.5 0.4 0.4 -2.32 

-2 14.5 0.3 0.4 -3.48 

Pier 2 14.5 3.2 0.4 37.12 

2 14.5 2.8 0.4 32.48 

2 14.5 2.4 0.4 27.84 

2 14.5 1.05 2.1 63.95 

Return wall 4 5 1.73 0.4 13.84 

4 5 1.115 2.5 55.75 

Parapet 2 42 0.4 0.5 16.80 

Raising of pier & Abutment 6 13 0.8 1 62.40 

Deduction -2 5 0.4 0.4 -1.60 

Total= 481.42 cum 2024.00 974384.00 





1000/1400] 


Parapet 2 29.2 0.4 0.5 11.68 

Total= 11.68 cum 156.00 1823.00 

5 R-10 

/10.16 



12mm thick. 

Parapet 2 29.2 0.5 29.2 

Sides 4 0.5 0.4 0.8 

Total= 30.00 sqm 84.00 2520.00

6 R-10/ 

10.14 

7 R-10/ 

10.2 

Providing Cement pointing 1:2, flush on Brick-on - 

edge floor at all levels.[MoRTH Specfication: Clause 

1000/1300] 

Abutment 2 14.5 1.5 43.5 

2 11 3 66 

Pier 2 14.5 1.5 43.5 

2 11 3 66 

Return wall 4 5 1.25 25.0 

Parapet 2 29.2 0.5 29.2 

Total= 273.2 sqm 63.00 17212.00 

Providing and filling in foundation trenches, and at 

the back of abutments wing walls etc.and below pipe 

bed in layers not exceeding 150mm thick including 

watering and compacting, including all lead and lifts. 

10.20.2 Selected granular material in filling [MoRTH 

Specification Clause :1500] 

Backfill on side wall 2 14.5 0.3 1.5 13.05 

Return wall 4 5 0.3 1.5 9 

Total= 22.05 cum 174.00 3837.00 

8 R-10/ 

10.4 






centeri 

Parapet wall 2 29.2 0.4 0.05 1.17 

Return wall 4 5 0.5 0.05 0.50 

Total= 1.67 cum 2838.00 4734.00 

12 10.23 Reinforced cement concrete M30 mix with stone 



superstructure at any level excluding steel 

reinforcement but including center-ing and shuttering 

laid in posi

Slab 3 12 7 0.525 132.30 

Footpath & Kerb 2 21 0.55 0.375 8.66 

2 21 0.525 0.05 1.10 

Bed Plate 6 13 0.8 0.3 18.72 

Total= 160.79 cum 3530.00 567572.00 

13 10.6.2 Providing and fabricating steel reinforcement fot 

R.C.C works including cutting, bending, placingin 

position and binding complete including cost of 

binding wire .[MoRTH Specification : Clause 

1000/1600] 

Cold twisted bars 

80 kg/ cum 1 160.785 80 12862.8 Kg 

Total= 12.86 t 48787.00 627538.00 

14 12.19 Slab seal type of expansion joint complete as per 

drawing and technical specification including 

accptance testing as specified, to be installed under 

supervision of a specialist manufacture [MoRTH 

Specification 2600(N)] 

15 13.9 PCC M-15 grade levelling course below approach slab 

complete as per drawing and MoRTH specifications 

clause 14.10. 

16 13.10 Reinforced cement concrete approach slab including 

reinforcement and formwork complete as per 

drawing and MoRTH specifications section 1500, 

1600, 1700, 2704. 





4 12 48.00 

2 13 3.5 0.08 27.3 

2 13 3.5 0.3 27.30 

Total= 48.00 Metre 12717.00 610416.00 

Total= 27.30 Cum 2327.00 63527.10 

Total= 27.30 Cum 5069.00 138383.70

18 R-2 

/2.4.1 

Parapet 2 29.2 0.9 52.56 

Dismantling upto 1.5m in foundation and / or 1.5m 






4 0.5 0.4 0.80 

Total= 53.36 Sqm 16.00 853.76 


2.4.1.1. Reinforced Cement Concrete 

3 

Slab 5 8 7 0.4 112.00 

Total= 112.00 cum 534.00 59808.00 

2.4.3.2 RR Masonry in cement mortar 

Pier & Abutment 4 9 1.2 2.8 120.96 

2 8 1.6 2.8 71.68 

4 9.75 2.45 1.5 143.33 

2 9 2.65 1.5 71.55 

Parapet 2 29.2 0.5 0.4 11.68 

Total= 11.68 cum 129.00 1506.72 

G.Total = 3964705.01


Phalodi) 

PART 'D' (A)- New Culverts 2 x 1.0 * 1.0 RCC Box 

S. 

No. 

Item 

No. 

1 Exacavation for Structure 

2 R-10/ 

10.1.2a 

3 R-10/ 

10.12 


R -11 Earth work in excavation for foundation of structure 

complete with all lift, dewatering shoring and shuttering 

etc.including refilling of trenches in 25.mm layers, 

ramming, watering and disposal of surplus soil within a 

lead of 1000 metres, as per drawing and technical 

specfication.[MoRTH Specification : Clause : 304] 

11.2 In Hard Soil [MoRTH Specification : Clause : 301] 

upto 3.0m depth 

For Side Walls 2 9.00 1.50 1.20 32.40 

Total= 32.40 cum 140.00 4536.00 

Providing and laying mechanically mixed and vibrated 

Cement Concrete in foundation upto a depth of 1.5 metres 

below ground level and 1.50 metres above Ground/Bed 

level.[MoRTH Specification : Clause 1000/1700] 

Cement concrete 1:3:6 mix crushed stone aggregates 20mm 

nominal size. 

For Side Walls 2 9.00 1.50 0.15 4.05 

Total= 4.05 cum 2526.00 10231.00 

Providing and laying Random Rubble masonry in 



1000/1400] 



Side Walls 2 9.00 0.8 1.5 21.60 

Above Box 2 3.00 0.6 1.5 5.40 

Parapet 2 3.20 0.4 0.6 1.54

Total= 28.54 cum 2586.00 73795.00 

4 10.13 Extra for Random Rubble masonry in cement sand mortar 

1:3 in superstructures upto a height of 4 metres or part 

thereof above 1.50m level from Ground/Bed level.[MoRTH 

Specfication : Clause 1000/1400] 

Parapet 2 3.20 0.40 0.6 1.54 cum 

Total= 1.54 cum 198.00 305.00 

5 10.32 / 

Jp 

Providing and laying Precast reinforced cement concrete 

Box culvert section of M-40 grade designed for 'AA' class 

loading as per IRC specifications including to effect of 

impact, EQ etc. complete on form base of 200mm thick lean 

concrete of M-10 grade with aggregate of size 40mm 

nominal of following internal size the work includes 

required safety measures construction of drain for 

diversion of flowing water cost of design of RCC Precast 

Box and its proof checking from IIT/MNIT Jaipur complete 

in all respect as per specifications 

10.32.7 Size 1.00 M x 1.00 M 2 12 24 

Total= 24 m 11604.00 278496.00 

6 10.16 Providing Cement plaster 12mm thick in cement mortar 

(1:3) at all levels [MoRTH Specification: Clause:1000/1300] 

Parapet inner face 4 3.20 0.9 11.52 

Sides 4 9.00 0.5 18 

Total= 29.52 sqm 99.00 2923.00 

7 10.14 Providing Cement pointing 1:2 deep variety (cut or 

weather) on brick, stone and tile work at all levels.[MoRTH 


Side Walls 2 9.0 2.4 42.3 

Above Box 2 10.40 1.5 31.2 

Total= 73.5 sqm 73.00 5366.00

8 10.20.2 Providing and filling in foundation trenches, and at the 

back of abutments wing walls etc. and below pipe bed in 

layers not exceeding 150mm thick including watering and 

compacting, including all lead and lifts. 

Selected granular material in filling [MoRTH Specification 

Clause :1500] 

Filling Behind Wing Walls 2 9.0 1.5 0.45 12.15 

Filling Behind Box 2 12 1.5 0.45 16.2 

9 10.5 Providing and laying Reinforced cement concrete M20 mix 

with stone aggregate 20mm nominal size mechanically 

mixed and vibrated for bed plates excluding steel 

reinforcement but including centering and shuttering, laid 

in position .[MoRTH Specification : Clause 1000/700] 

Total= 28.35 cum 194.00 5500.00 

Wing Wall Coping 2 9.0 0.45 0.075 0.6075 

Parapet coping 2 3.20 0.45 0.075 0.216 

0.8235 Cum 3,172.00 2613.00 

G.Total = 383765.00


Phalodi) 


S. 

No. 

Item 

No. 


2 R-10/ 

10.1.2a 

3 R-10/ 

10.12 










For Side Walls 2 10.00 1.50 1.20 36.00 

Total= 36.00 cum 140.00 5040.00 






nominal size. 

For Side Walls 2 10.00 1.50 0.15 4.50 

Total= 4.50 cum 2526.00 11367.00 




1000/1400] 



Side Walls 2 10.00 0.8 1.5 24.00 

Above Box 2 6.00 0.6 1.5 10.80 

Parapet 2 6.00 0.4 0.6 2.88

Total= 37.68 cum 2586.00 97441.00 





Parapet 2 6.00 0.40 0.6 2.88 cum 

Total= 2.88 cum 198.00 571.00 

5 10.32 / 

Jp 











10.32.7 Size 1.00 M x 1.00 M 4 12 48 

Total= 48 m 11604.00 556992.00 




Sides 4 10.00 0.5 20 

Total= 41.6 sqm 99.00 4119.00 




Side Walls 2 10.0 2.4 47.0 

Above Box 2 10.40 1.5 31.2 

Total= 78.2 sqm 73.00 5709.00






Clause :1500] 








Total= 29.7 cum 194.00 5762.00 



1.08 Cum 3,172.00 3426.00 

G.Total = 690427.00


Phalodi) 


S. 

No. 

Item 

No. 


2 R-10/ 

10.1.2a 

3 R-10/ 

10.12 










For Side Walls 2 12.00 1.50 1.20 43.20 

Total= 43.20 cum 140.00 6048.00 






nominal size. 

For Side Walls 2 12.00 1.50 0.15 5.40 

Total= 5.40 cum 2526.00 13641.00 




1000/1400] 



Side Walls 2 12.00 0.8 1.5 28.80 

Above Box 2 9.00 0.6 1.5 16.20 

Parapet 2 9.00 0.4 0.6 4.32

Total= 49.32 cum 2586.00 127542.00 





Parapet 2 9.00 0.40 0.6 4.32 cum 

Total= 4.32 cum 198.00 856.00 

5 10.32 / 

Jp 











10.32.7 Size 1.00 M x 1.00 M 4 12 48 

Total= 48 m 11604.00 556992.00 




Sides 4 12.00 0.5 24 

Total= 56.4 sqm 99.00 5584.00 




Side Walls 2 12.0 2.4 56.4 

Above Box 2 10.40 1.5 31.2 

Total= 87.6 sqm 73.00 6395.00






Clause :1500] 








Total= 32.4 cum 194.00 6286.00 



1.4175 Cum 3,172.00 4497.00 

G.Total = 727841.00


Phalodi) 


S. 

No. 

Item 

No. 


2 R-10/ 

10.1.2a 

3 R-10/ 

10.12 










For Side Walls 2 15.00 1.50 1.20 54.00 

Total= 54.00 cum 140.00 7560.00 






nominal size. 

For Side Walls 2 15.00 1.50 0.15 6.75 

Total= 6.75 cum 2526.00 17051.00 




1000/1400] 



Side Walls 2 15.00 0.8 1.5 36.00 

Above Box 2 12.00 0.6 1.5 21.60 

Parapet 2 12.00 0.4 0.6 5.76

Total= 63.36 cum 2586.00 163849.00 





Parapet 2 12.00 0.40 0.6 5.76 cum 

Total= 5.76 cum 198.00 1141.00 

5 10.32 / 

Jp 











10.32.7 Size 1.00 M x 1.00 M 8 12 96 

Total= 96 m 11604.00 1113984.00 




Sides 4 0.00 0.5 0 

Total= 43.2 sqm 99.00 4277.00 




Side Walls 2 0.0 2.4 0.0 

Above Box 2 10.40 1.5 31.2 

Total= 31.2 sqm 73.00 2278.00






Clause :1500] 

Filling Behind Wing Walls 2 0.0 1.5 0.45 0 







Total= 16.2 cum 194.00 3143.00 

Wing Wall Coping 2 0.0 0.45 0.075 0 


0.81 Cum 3,172.00 2570.00 

G.Total = 1315853.00


Phalodi) 


S. 

No. 

Item 

No. 


2 R-10/ 

10.1.2a 

3 R-10/ 

10.12 










For Side Walls 2 15.00 1.50 1.20 54.00 

Total= 54.00 cum 140.00 7560.00 






nominal size. 

For Side Walls 2 15.00 1.50 0.15 6.75 

Total= 6.75 cum 2526.00 17051.00 




1000/1400] 



Side Walls 2 15.00 0.8 1.5 36.00 

Above Box 2 10.40 0.6 1.5 18.72 

Parapet 2 15.00 0.4 0.6 7.20

Total= 61.92 cum 2586.00 160126.00 





Parapet 2 15.00 0.40 0.6 7.20 cum 

Total= 7.20 cum 198.00 1426.00 

5 10.32 / 

Jp 











10.32.5 Size 1.00 M x 1.00 M 10 12 120 

Total= 120 m 11604.00 1392480.00 



Parapet inner face 4 15.00 0.9 54 

Sides 4 15.00 0.5 30 

Total= 84 sqm 99.00 8316.00 




Side Walls 2 15.0 2.4 70.5 

Above Box 2 10.40 1.5 31.2 

Total= 101.7 sqm 73.00 7425.00






Clause :1500] 








Total= 36.45 cum 194.00 7072.00 



2.025 Cum 3,172.00 6424.00 

G.Total = 1607880.00


Phalodi) 

PART 'M' Pick up Bus Stop 

S. Item No. 

No. 

Description No. L B H factor Q Unit Rate Amount 



vegetation, grass, Truckhes, shrubs, saplings and trees girth 

upto 300 mm, removal of stumps of trees cut earlier and 

disposal of unserviceable materials and stacking of 

serviceable material upto a lead of 1000m including removal 

and disposal of top organic soil not exceeding in 150 mm 

thickness as per MORTH specification clause 201 


(A) In Area of light jungle 








2 165 10 1 3300.00 

Total= 

0.33 hect 24895.0 8216.00 

2 45 10.5 1 0.5 472.50 

(0.0+10.5)/2=5.25 2 80 5.25 1 0.5 420.00 

(0.0+10.5)/2=5.25 2 40 5.25 1 0.5 210.00 

2 82 1.5 0.43 0.5 52.89 

2 82 1 0.58 0.5 47.56 

2 42 1.5 0.43 0.5 27.09 

2 42 1 0.58 0.5 24.36 

Total= 

1254.40 cum 168.00 210740.00 

3 3.7 Extra for laying earth as per specification for compaction in 

200 mm thick loose layers and dressing [MoRTH 

Specification Clause 305.3.5].

BY MECHANICAL MEANS, using Motor Grader, from 

earth in stock piles with all lead and lift but excluding 

rolling and watering. 

Same Qty. as above 1 1254.40 

1254.40 Cum 24.00 30106.00 



Same Qty. as above 1 1254.40 

1254.40 cum 11.00 13799.00 

5 R-3/6 Compaction of original ground with maximum of six passes 

of 8-10 tonnes power roller including filling depression 

occurring during rolling [MoRTH Specification : Clause 

305.3.4] 

6 R-3/4 Box cutting/Trenching the Sub Grade to proper slope, 

camber and removing inequalities including removing 

deleterious stuff and depositing on the road side slopes 

(cutting of earth shall be paid separately in the respective 

item on the basis of classification of the excavation done by 

the Engineer (MoRTH specification clause 301 to 305) 

2 165.00 10 3300.00 

Total= 33.00 sqm 199.00 6567.00 

2 165.00 10 3300.00 

33.00 100 

sqm 

41.00 1353.00

R-4 Granular Sub -base with Well Graded Material (Table 

400.1) 

7 3.1 Providing laying spreading and compacting specified 

graded sand, gravel as per Table 400-1,400-2 or any other 

course material as per design mix, as per CBR in sub base 

course including premixing the material at OMC in wet mix 

plant, carriage of mixed material spreading in uniform 

layers with motor grader F.E loader on a prepared base and 

compacting with vibratory roller to achieve desired density 

(as per I.S.2720) including all material, labor, machinery, 

lighting guarding, barricading and maintenance of diversion 

complete.[MoRTH specification : Clause 401]. By mechanical 

means with lead up to 1 km 

(i) 


For Grading I Material 

1 45 7 0.2 1 63.00 

(8.5+1.50)/2=5.00 1 80 5 0.2 1 80.00 

(8.5+1.50)/2=5.00 1 40 5 0.2 1 40.00 

Total= 183.00 cum 490.00 89670.00


8 2 Providing, laying, spreading and compacting stone 

aggregate for Wet Mix Macadam (as per table 400-10 and 

400-11) specification including premixing the material with 

water to OMC in wet mix plant as per approved design mix, 

carriage of mixed material by Tipper to site, laying in 

uniform layers with motor grader/Front end Loader/paver 

finisher, in sub base/ base course on a well prepared under 

base and compacting with vibratory roller to achieve the 

desired density including lighting, guarding, barricading 

and maintenance of diversion etc. (MoRTH specification : 

Clause 406) by mechanical means with lead up to 1 Km. 


1 45 7 0.25 1 78.75 

(8.5+1.50)/2=5.00 1 80 5 0.25 1 100.00 

(8.5+1.50)/2=5.00 1 40 5 0.25 1 50.00 

Total= 228.75 cum 765.00 174994.00 


from :- 


/Km 


10 R-4/2 Providing and laying granular sub-base material having 

P.I.not more than 6, including spreading in layers not 

exceeding 150 mm compacted thickness and consolidation 

by 8-10 tonne power roller to required camber and grade 

including cost of water and hire charges of machinery, 

including T&P with all lead (Compacted thickness to be 

measured).as per MORTH specification table 400-1, 400-2 : 


to attain 100% proctor density. 

92.35 190126.00 

1 82 1.5 0.15 1 18.45 

1 42 1.5 0.15 1 9.45 

Total= 27.90 Cum 286.00 7980.00

Prime Coat 

11 R-6/4 Providing and applying primer coat over prepared surface 

or granular base with bitumen emulsion as per IS: 8887 & 






1 45 7 1 315.00 

(8.5+1.50)/2=5.00 1 80 5 1 400.00 

(8.5+1.50)/2=5.00 1 40 5 1 200.00 

Total= 915.00 sqm 21.00 19215.00 

12 4.1 Add extra to item No. 1 for 1 Kg / 10 Sqm emulsion 1 915.00 915.00 

Total= 915.00 sqm 2.00 1830.00 

Tack Coat 

13 r-6/5 Providing and applying tack coat on the prepared surface, 

with bitumen emulsion as per IS : 8887 & manufacturer’s 


bitumen pressure sprayer equipped for spraying the 

material uniformly at specified rates and temperatures as 

per MoRTH specification Clause 503 & 112 ( Including 

cleaning of bituminous road surface ) 

2 45 7 1 630.00 

(8.5+1.50)/2=5.00 2 80 5 1 800.00 

(8.5+1.50)/2=5.00 2 40 5 1 400.00 

Total= 

1830.00 sqm 8.00 14640.00 

14 5.1 Add extra for 0.5Kg / 10 Sqm emulsion 0.5 1830.00 sqm 2.00 1830.00

Dense Bituminous Macadam 

15 6.3 Providing and laying bituminous macadam on prepared 

surface with specified graded crushed aggregate as per table 

500 - 4, grading -1for base / binder course including loading 

of aggregates with F.E loader and heating and mixing of 

stone aggregate and bitumen ( including cost of antstripping 

compound wherever required) in hot mix plant transporting 

the mixed material in tipper to paver and laying mixed 

material with sansor paver finisher to the required level and 

grade rolling by power roller & vibratory compactor to 

achieve the desired density (approved by the department 

)excluding cost of primer /tack coat [MoRTH Specification : 

Clause 504,112] 50-100 mm compacted thickness with 3.30% 

bitumen 60/70 grade with lead of mix 1 Km. 

1 45 7 0.05 1 15.75 

(8.5+1.50)/2=5.00 1 80 5 0.05 1 20.00 

(8.5+1.50)/2=5.00 1 40 5 0.05 1 10.00 

Total= 

45.75 cum 3649.00 166942.0 

16 9.2.1 Extra rate for carriage of mixed material additional lead 


17 6.8 Providing , laying and consolidation Semi Dense Bituminous 

Concrete, as per Design Mix, on prepared surface with 

specified graded crushed aggregates(as per table 500-15) for 

wearing coarse including loading aggregates with F.E 

loader, heating aggregate and binder in Hot Mix Plant 100- 

120 TPH (including cost of antistripping compound 

wherever required ) and transporting the mixed material 

with tipper and laying with paver finisher with Sensor to the 

required level rolling with Vibratory Compactor or 150 to 

250 KN pneumatic tyred roller with TP=0.7 Mpa and power 

roller to achieve the desired density (as per approved job 

mix), but excluding primer/tack coat [MORTH Specification 

Clause 508,112] 

12.1 Bitumen @ 5 % of mix With lead of mix material 1 KM 

12.1.3 60/70 Grade 

45.750 cum 92.35 4226.00

1 45 7 0.04 1 12.60 

(8.5+1.50)/2=5.00 1 80 5 0.04 1 16.00 

(8.5+1.50)/2=5.00 1 40 5 0.04 1 8.00 

Total= 36.60 cum 6745.00 246867.00 



36.60 cum 92.35 3381.00 

R-11/1 Earth work in excavation for foundation of structure 

1.2 

complete with all lift, dewatering shoring and shuttering etc 

.including refilling of trenches in 25.mm layers, ramming, 

watering and disposal of surplus soil within a lead of 1000 

meters, as per drawing and technical specification.[MoRTH 


In hard Soil [MoRTH Specification : Clause : 301] 

1.2.1 Depth up to 3m 

Raise Kerb 2 45 0.3 0.15 4.05 

4 10 0.3 0.15 1.80 

2 2.5 0.3 0.15 0.23 

6.08 Cum 85.00 516.38 

19 R- 

10/1.3 


Cement Concrete in foundation up to a depth of 1.5 meters 

below ground level and 1.50 meters above Ground/Bed 



nominal size. 

Raise Kerb 2 45 0.3 0.1 2.70 

4 10 0.3 0.1 1.20 

2 2.5 0.3 0.1 0.15 

1 15 1.1 0.15 2.48 

(1.1+0.0)/2=0.55 1 20 0.55 0.15 1.65 

(1.1+0.0)/2=0.55 1 10 0.55 0.15 0.83 

2 9.8 2.1 0.15 6.17 

15.17 Cum 2217.00 33640.76

20 R-7/3.5 S & F cement concrete pre cast Kerb or Dand up to 60 cm 

length over 20 mm thick base of cement mortar1:4 including 

jointing earth work, pointing & jointing with cement mortar 

1:4 of size 

25 X 25 (22.5+25)/2X30 and (20+25)/2X30 cm 

Using Concrete Mixer 

21 R- 

7/49.3 

Providing and fixing of Precast concrete interlocking blocks 

of 100 mm thick manufactured from fully computerized 

automatic stationery hydraulic vibro pressed machine & full 

computerized automatic batching plant of class A-2 as per 

BS : 6717-2001. The C.C. interlocking paving blocks be laid 

on average 25 mm thick bed of coarse sand and the joint is to 

be filled with fine sand. Laying procedure on compacted sub 

base as defined. Complete job is to be executed as per the 

instructions of Engineer-in-charge. The rates to be inclusive 

of all lead, lift, lifts & taxes general specifications of blocks. 

2 45 90.00 

4 10 40.00 

2 2.5 5.00 

Total= 135.00 Mtr 285.00 38475.00 

1. Shape : As specified by Engineer-in-charge. 

2. Tensile splitting strength and breaking load as per BS : 

6717-2001 


4. Variation in Dimension : Less than 1.6mm. 

5. Variation in thickness : Less than 3.2mm 

1 15 1.1 16.50 

(1.1+0.0)/2=0.55 1 20 0.55 11.00 

(1.1+0.0)/2=0.55 1 10 0.55 5.50 

2 9.8 2.1 41.16 

Total= 74.16 Sqm 587.00 43531.92

22 R-7B/6 Providing and laying of hot applied thermoplastic 

compound inclusive type I reflectrosing glass beads as per 

table 800-3, 800-4 applied in uniform thickness of at least 2.5 

mm and spread uniformly with reflectorising glass beads 

type II in addition @ 250 gms per Sqm with a road marking 

machine as per IRC: 35 complete with traffic diversion 

arrangement as per MORTH specification clause 803.4. 

Centre Line 2 80.00 0.10 16.00 

Centre Line 2 40.00 0.10 8.00 

Edge Line 4 7.00 0.15 4.20 

Zebra 28 2.00 0.50 28.00 

Total 56.20 Sqm 543.00 30516.60 

23 R-7B/1.4Parapets, Kerbs, railings, guide stones, guard stones, tree 

guards & posts etc. 

2 45 0.45 40.50 

4 10 0.45 18.00 

2 2.5 0.45 2.25 

Total= 60.75 Sqm 36.00 2187.00 

Total = 1341349.65

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under 

BOT Annuity Scheme (Jodhpur - Osian - Phalodi) 

PART -'M' : Pick Up Bus Stop 


S.No. Description Qty. Unit Rate Amount 

1 Lordia 2 EACH 1341349.65 2682699.31 

2 Lohawat 2 EACH 1341349.65 2682699.31 

3 Balaji 2 EACH 1341349.65 2682699.31 

4 Bhikamkor 2 EACH 1341349.65 2682699.31 

5 Osian 4 EACH 1341349.65 5365398.61 

6 Nagaur Tiraha 2 EACH 1341349.65 2682699.31 

7 Mathania 2 EACH 1341349.65 2682699.31 

8 Manaklao 2 EACH 1341349.65 2682699.31 

18 Total 24144293.75

Improvement of Jodhpur - Osian - Phalodi Road km 2/000 to 121/500 (SH-61) under BOT 

Annuity Scheme (Jodhpur - Osian - Phalodi) 

PART -'M' : Existing Facilty / Utilities along the Road 

S.No. Chainage S.No. Chainage S.No. Chainage S.No. Chainage 

Petrol Pump 

School Temples 

Police Station / Others 

1 9/600 1 10/300 1 12/400 1 59/000 

2 16/000 2 60/300 2 28/450 2 74/000 

3 29/050 3 75/800 3 52/450 

4 70/700 4 76/700 4 57/800 

5 73/200 5 83/600 5 64/700 4 

6 77/400 6 84/900 6 74/300 

7 77/800 7 86/800 7 75/400 

8 87/975 8 90/450 8 76/600 

9 102/950 9 97/900 9 79/600 

10 103/400 10 106/900 10 81/300 

11 104/800 11 108/500 11 84/950 

12 108/150 12 114/100 12 85/025 

13 109/450 13 120/000 13 93/300 

14 118/900 14 96/900 

15 103/000 

16 111/200 

17 113/150 

18 113/650 

19 116/700 

20 119/800 

120/400 (Police 

Line) 

30/000 (Power 

House) 

Total 14.00 Total 13.00 Total 20.00 Total 4.00 

3

DPR-Vol-III - Rsrdc.com

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?