Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26

Report Type Conventions Code Conventions Code No of Items 1

3 1 --> Item | Spec -- vendor || Vender Name Vend Serial No SlNo Diff in cells b/n Items 1

Tender No Tend Sub Serial No SSlNo

Line No LineNo Constants Const

Input Sheet Cells Output Sheet Cells Sort Range Sort Cell Duplicate Cell Range

Sheet No Column No Row No Column No Row No Sheet No Column No Row No Column No Row No ON Sheet No From Column From Row To Column To Row From Column From Row ON Sheet No From Column From Row To Column To Row ON

Vend 2 I 5 SSlNo 2 I 5 J 74 SSlNo

1 I 6 2 I 6 SSlNo

1 I 7 I 74 2 I 7 I 74 SSlNo

1 J 7 I 74 2 J 7 J 74 SSlNo

Technical Sheet

Name of Work Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26 Cost of Work as per BOQ(Rs in Lakhs) Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

A.A Sanctioned Amount 601.88 Lakh Department Letter No-4619(S) Dated - 10.7.2026

Sactioned Amount in T.S 674.61 Lakh Date of Sanction C.E., South RCD Patna vide Lt. No.-2662(we), Dt.-10.8.2026 Date of Tender 14.7.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 120 Days 15.1 Bid validity periods In days

2 Bid Security (D) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement and shall be pledged in favour of the Executive Engineer, Patna City Road Division, RCD, Gulzarbagh, Patna-7. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 0.000 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached (If any) or Not 4.2(iv)

Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% of the estimated Amount under the contract (Rs in Lakhs) 4.5(A) (a)

2021-22 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.47

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2023-24 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.26

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.16

2025-26 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

4 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (Rs in Lakhs) 4.5(A) (b) Amount To be entered (Rs in Lakhs)

5 Maximum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c)

EarthWork cum 43719.41 Value to be entered in unit cum

R.C.C./P.C.C./D.L.C cum 110.46 Value to be entered in unit cum

Non Bituminious (GSB/WMM) cum 5197.5 Value to be entered in unit cum

Bitumious (BM/DBM/SDBC/BC/Mastic) cum 1386

Value to be entered in unit sqm

6 Bidding Capacity in lakh More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 4.7

(a) Existing commitments and ongoing works Page - Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 49 Amount To be entered (Rs in Lakhs)

7 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required ( Rs.2.00-10.00 Crore) Nos. Max. Age 4.5(B) a Nos./ Max. Age

Moter Grader 1 Life of machine - two years or 5 years on 14.7.2026 which ever is more.

Front end Loader 1

Smooth Wheeled Roller 2

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic controls (Minimum 80-100 TPH Capacity) 1

Paver Finisher with Electronic Sensor 1(Mechnical)

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty 1

Concrete Batching and mixing plant (Minimum capacity -15cu.m. /hrs.)

Paver Finisher for Laying WMM material 1

Quality Control Equipment one complete set. 1 Set

TOTAL = 15 Nos. + 01 Set

8 Key Personnel Personnel/Qualification/Contract Package Size (2.00 to 10.00 Crore) 4.5(B) (b) Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or retired E. E.

Site Engineer / B.E. Civil + 7 Years Experience ( 3 years in Road Construction ) or retired A.E. 1

Plant Engineer / B.E. Mech /Civil+ 5 Years Experience or Diploma in Mechanical + 7 Years Experience or retired J.E. 1

Quantity Surveyor / B.E. Civil. + 5 Years Experience or Diploma in Civil + 7 Years Experience

Soil & Material Engineer / B.E., Civil + 7 Years Experience.

Survay Engineer / B.E., Civil + 3 Years Experience.or Diploma in Civil + 5 Years Experience

Site Supervisioior /Fresh Graduate in Civil or Diploma in Civil + 3 Years Experience or retired I.T.I. Holder. 1

Total = 03 Nos.

9 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Amount To be entered (Rs in Lakhs)

10 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) . 4.3(l)

11 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)

12 Affidavit Regarding statements made in the required attachments are true and correct.

13 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. (Rs in lacs) 4.2(ii)

14 Time of Completion 6.00 Month To be entered in months

15 Registration No.

16 I.T. & G.S.T. Registration

17 NOC for Debar (If required)

Executive Engineer,

Patna City Road Division, R.C.D, Gulzarbagh

Report Type Conventions Code Conventions Code No of Items 1

3 1 --> Item | Spec -- vendor || Vender Name Vend Serial No SlNo Diff in cells b/n Items 1

Tender No Tend Sub Serial No SSlNo

Line No LineNo Constants Const

Input Sheet Cells Output Sheet Cells Sort Range Sort Cell Duplicate Cell Range

Sheet No Column No Row No Column No Row No Sheet No Column No Row No Column No Row No ON Sheet No From Column From Row To Column To Row From Column From Row ON Sheet No From Column From Row To Column To Row ON

Vend 2 I 5 SSlNo 2 I 5 J 74 SSlNo

1 I 6 2 I 6 SSlNo

1 I 7 I 74 2 I 7 I 74 SSlNo

1 J 7 I 74 2 J 7 J 74 SSlNo

Technical Sheet

Name of Work Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26 Cost of Work as per BOQ(Rs in Lakhs) Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

A.A Sanctioned Amount 601.88 Lakh Department Letter No-4619(S) Dated - 10.7.2026

Sactioned Amount in T.S 674.61 Lakh Date of Sanction C.E., South RCD Patna vide Lt. No.-2662(we), Dt.-10.8.2026 Date of Tender 14.7.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 120 Days 15.1 Bid validity periods In days

2 Bid Security (D) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement and shall be pledged in favour of the Executive Engineer, Patna City Road Division, RCD, Gulzarbagh, Patna-7. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 0.000 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached (If any) or Not 4.2(iv)

Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% of the estimated Amount under the contract (Rs in Lakhs) 4.5(A) (a)

2021-22 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.47

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2023-24 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.26

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.16

2025-26 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

4 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (Rs in Lakhs) 4.5(A) (b) Amount To be entered (Rs in Lakhs)

5 Maximum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c)

EarthWork cum 43719.41 Value to be entered in unit cum

R.C.C./P.C.C./D.L.C cum 110.46 Value to be entered in unit cum

Non Bituminious (GSB/WMM) cum 5197.5 Value to be entered in unit cum

Bitumious (BM/DBM/SDBC/BC/Mastic) cum 1386

Value to be entered in unit sqm

6 Bidding Capacity in lakh More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 4.7

(a) Existing commitments and ongoing works Page - Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 49 Amount To be entered (Rs in Lakhs)

7 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required ( Rs.2.00-10.00 Crore) Nos. Max. Age 4.5(B) a Nos./ Max. Age

Moter Grader 1 Life of machine - two years or 5 years on 14.7.2026 which ever is more.

Front end Loader 1

Smooth Wheeled Roller 2

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic controls (Minimum 80-100 TPH Capacity) 1

Paver Finisher with Electronic Sensor 1(Mechnical)

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty 1

Concrete Batching and mixing plant (Minimum capacity -15cu.m. /hrs.)

Paver Finisher for Laying WMM material 1

Quality Control Equipment one complete set. 1 Set

TOTAL = 15 Nos. + 01 Set

8 Key Personnel Personnel/Qualification/Contract Package Size (2.00 to 10.00 Crore) 4.5(B) (b) Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or retired E. E.

Site Engineer / B.E. Civil + 7 Years Experience ( 3 years in Road Construction ) or retired A.E. 1

Plant Engineer / B.E. Mech /Civil+ 5 Years Experience or Diploma in Mechanical + 7 Years Experience or retired J.E. 1

Quantity Surveyor / B.E. Civil. + 5 Years Experience or Diploma in Civil + 7 Years Experience

Soil & Material Engineer / B.E., Civil + 7 Years Experience.

Survay Engineer / B.E., Civil + 3 Years Experience.or Diploma in Civil + 5 Years Experience

Site Supervisioior /Fresh Graduate in Civil or Diploma in Civil + 3 Years Experience or retired I.T.I. Holder. 1

Total = 03 Nos.

9 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Amount To be entered (Rs in Lakhs)

10 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) . 4.3(l)

11 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)

12 Affidavit Regarding statements made in the required attachments are true and correct.

13 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. (Rs in lacs) 4.2(ii)

14 Time of Completion 6.00 Month To be entered in months

15 Registration No.

16 I.T. & G.S.T. Registration

17 NOC for Debar (If required)

Executive Engineer,

Patna City Road Division, R.C.D, Gulzarbagh

Stone Chips/Metal Manpur

Coarsed Sand Dehri on Son

Cement/Steel Local

J.E A.E Road Sub- Division Executive Engineer Shahbad Road Division, Kochas

J.E A.E Road Sub- Division, Mahua. Executive Engineer Vaishali Road Division, Hajipur.

Write (1) if project cost is less than 50 Crore otherwise write (2) = 1 For Project cost below 50 Crore =

Rates of carriage of materials on road by mechanical transport i.e. truck (8T Capacity) including loading,loading unloading ,stacking ,overhead and contractor's profit For Project cost above 50 Crore =

Sr. No Name of Materials Unit Truck Capa ity Per Trip Multiplying Factor Net Payable Quantity Cost of Loading & Unloading (In Rs.) Cost (In Rs.) of Haulage in t-km Multiplying Factor For Lead in km Cost of Carriage (In Rs.) = [(Hs.Ls + Hu.Lu + Hk.Lk) + Col.7] Remarks

Surfaced Road Unsurfaced Graveled Road Katcha Track & Track In River Bed / Nallah Bed & Choe Bed Surface Road =(8/Col6)xCol8 Unsurface Road=(8/Col6) xCol. 9 Katcha Track & Track In River Bed / Nallah Bed & Choe Bed = (8/Col 6) xCol. 10 Surfaced Road Unsurfaced Graveled Road Katcha Track & Track In River Bed / Nallah Bed & Choe Bed

HS HU HK LS LU LK

1 Lime ,Moorum, Rubish M3 6 1 92.8 6.1 7.4 21.1 1 0 0

1 Earth M3 6 0.8 1 0 0 Local

1 Boulder M3 6 0.8 92.8 140 0 0 Manpur To Site

3 Stone Boulder (90 to120Lbs.) M3 6 0.8 140 0 0 Manpur To Site

2 Stone Chips,Sand,Stone Agg. 50 mm & down including Gr.III M3 5.4 0.924 5 140 0 0 Manpur To Site

3 Cement,Stone Block ,GI , C.I, AC MT 8 1 554.8 3 0 0 Local to Work Site

4 Steel MT 8 1 3 0 0 Local to Work Site

7 Bitumen MT 8 1 111 0 0 Gaya to work site 107

9 Emulsion MT 8 1 0 0 Gaya to work site

5 Fine Sand M3 5.4 0.924 5 2 1 Local river 43

6 Coarse sand M3 5.4 0.924 5 26 0 0 Dehri on Son to work site

10 Stone Chips,Sand,Stone Agg. 50 mm & down including Gr.III M3 5.4 0.924 5 0 4 1 0 Mirza Chouki Rail Yard (loading & unloading 2 times)

11 Stone Chips,Sand,Stone Agg. 50 mm & down including Gr.III M3 5.4 0.924 5 0 4 1 0 Mirza Chouki Rail Yard (loading & unloading 2 times)

7 Stone Metal M3 5.4 0 0 Manpur to Site

12 Lime M3 6 1 138 0 0 Local Market to Work Site

13 Boulder M3 6 0.8 353.6 3 2 0 Sheikhpura Rail Yard (loading & unloading 2 times)

14 HP Dia 1000mm M 10 1 0 Dighi to Site

15 HP Dia 1200mm M 7.5 1 0 Dighi to Site

18 Fine Sand M3 5.4 0.924 0.9 9.6 9.6 2 1 Local river

7 Bricks Nos 8 0.25 7 0 1 Local

Write (1) if project cost is less than 50 Crore otherwise write (2) = 1

For Project cost below 50 Crore = 1

For Project cost above 50 Crore = 2

Calculation of Carriage cost of Stone Aggregate ( 50mm below) by Rail from Mirza Chouki (PAKUR RANGE) to Narayanpur Anant Railway Yard

Quarry to Rail yard = 5 km

Surface Road = 4 km

Unsurface Road = 1 km

Carriage cost from Quarry to Mirza ChoukiRail Yard

Loading at Quarry site & Unloading at Mirza Chouki Rail Yard = 167 Rs

Loading at Mirza Cheuki Rail yard & Unloading at Narayanpur Anant Rail Yard = Rs

Carriage Cost by road = Rs

Distance of Mirza ChoukiRailway Yard to Narayanpur Anant Yard = 295 km

Railway freight (A) = 499.1 Rs/MT

Add 15% Bussy season surcharge (B) = Rs/MT

Add 5% Development charge (C) = Rs/MT

Railway freight in m3 = 1.5 X = Rs/MT

Add 10% Contractor profit & 6% Over Head Charges 6% (898.4 X 1.1 X 1.06) = Rs/m3

Carriage Cost from Quarry to Narayanpur Anant = Rs/m3

Final Carriage Cost of Stone Chips from Mirza Choukito Work site

Up-to Narayanpur Anant----------Rail = Rs/m3

Narayanpur Anant Rail Yard to work site -------Road = Rs/m3

For Project cost below 50 Crore = Rs/m3

Calculation of Carriage cost of Stone Chips (below 50mm) by rail form Sheikhpura to Narayanpur Anant

Quarry to Rail yard = 5 km

Surace Road = 3 km

Unsurface Road = 2 km

Carriage cost from Quarry to Sheikhpurs Rail Yard

Loading at Quarry site & Unloading at Shiekhpura Yard = Rs

Loading at Mirza Cheuki Rail yard & Unloading at Narayanpur Anant Rail Yard = Rs

Carriage Cost by road = Rs

Distance of Sheikhpura Yard to Narayanpur Anant Rail Yard = 162.25 km

Railway freight (A) = 316.1 Rs/MT

Add 15% busy season surcharge (B) = Rs/MT

Add 5% Development charge (C) = Rs/MT

Railway freight in m3 = 1.5 X = Rs/MT

Add 10% Contractor profit & 6% Over Head Charges (569 X 1.1 X 1.06) = Rs/m3

Carriage Cost from Quarry to Narayanpur Anant = Rs/m3

Final Carriage Cost of Stone Boulder from Sheikhpura to Work site

Up-to Narayanpur Anant----------Rail = Rs/m3

Narayanpur Anant Rail Yard to work site -------Road = Rs/m3

For Project cost below 50 Crore = Rs/m3

Calculation of Carriage cost of Stone Boulder by Rail from Shiekhpura to Narayanpur Anant

Quarry to Rail yard = 5 km

Surace Road = 3 km

Unsurface Road = 2 km

Carriage cost from Quarry to Sheikhpurs Rail Yard

Loading at Quarry site & Unloading at Shiekhpura Yard = Rs

Loading at Mirza Cheuki Rail yard & Unloading at Narayanpur Anant Rail Yard = Rs

Carriage Cost by road = Rs

Distance of Sheikhpura Railway Yard to Narayanpur Anant Rail Yard = 162.25 km

Railway freight (A) = 316.1 Rs/MT

Add 15% busy season surcharge (B) = Rs/MT

Add 5% Development charge (C) = Rs/MT

Railway freight in m3 = 1.5 X = Rs/MT

Add 10% Contractor profit & 6% Over Head Charges (569 X 1.1 X 1.06) = Rs/m3

Carriage Cost from Quarry to Narayanpur Anant = Rs/m3

Final Carriage Cost of Stone Boulder from Sheikhpura to Work site

Up-to Narayanpur Anant----------Rail = Rs/m3

Narayanpur Anant Rail Yard to work site -------Road = Rs/m3

For Project cost below 50 Crore = Rs/m3

From Chapter 1 to 11 multiplying factor for project above 50 crore is 1

1 Carriage of Stone Chips from Manpur From Chapter 12 onward multiplying factor for project above 50 crore is 1

2 Carrige of Cement from Local Market

3 Carriage of Steel from Local Market

4 Carriage of Coarse Sand from Dehri on Son

5 Carriage of Stone Boulder from Manpur

6 Carriage of Bitumin from Gaya

7 Carriage of Emulsion from uluberia

7 Carriage of Local Sand

9 Carriage Stone Aggregate

8 Carriage Stone Aggregate

9 Caariage of Emulsion from Gaya

12 Carriage of Bricks

Extra Cost of Emulsion due to additional Vat @ 9% :- 13

Extra Cost of Bitumen due to additional Vat @ 1.0% :- 17

Extra Cost of Cement due to additional Vat @ 9.5% :- 21

Extra Cost = 5462*0.095*1.1 23 Rs.

2.1 201 Cutting of Trees, including cutting of Trunks, Branches and Removal Unit Quantity Rate Amount (Rs.)

(i) Girth from 300 mm to 600 mm

Basic Rate 1 250

2.1 (ii) Girth from 600 mm to 900 mm

Basic Rate 1 473

2.1 (iii) Girth from 900 mm to 1800 mm

Basic Rate 1 879

2.1 (iv) Girth above 1800 mm

Basic Rate 1 1631

2.3 201 Clearing and Grubbing Road Land . Unit Quantity Rate Amount (Rs.)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

(ii) By Mechinical Means Hect.

(A) Light Jungle Basic Rate 193244.4

2.4 202 Dismantling of Structures

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

2.4 I B cement concrete grade M-20 & above

Basic Rate 1007.6

2.4 (ii) Dismantling Brick / Tile work

B In cement mortar

Basic Rate 395.1

2.4 (ii) D Dry brick pitching or brick soling cum

2.4 (ix) Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. M

A Up to 600 mm dia

2.5 202 Dismantling of Flexible Pavements Cum

II A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Bituminous Course by Manual means.

Basic Rate 718.9

2.5 202 Dismantling of Flexible Pavements Cum

II A II A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous Course by Manual means.

Basic Rate 0.981 350

2.5 202 Dismantling of Flexible Pavements

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

2.5 I B Granular courses cum

Basic Rate 71.3

2.4 (ix) Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

A Up to 600 mm dia m

Basic Rate 1 135

Basic Rate 1 313

2.5 202 Dismantling of Flexible Pavements

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

II By Mechanical Means Cum

A Bituminous course

Basic Rate 0.981 350

2% Seigniorage Charge 0

2.6 202 Dismantling of Cement Concrete Pavement

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Basic Rate cum 1 1363

2.10 202 Dismantling of Kilometre Stone Each

B Ordinary KM Stone

Basic Rate 1 187

3.6 301 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 22.00 per cum but excluding watering, rolling & compaction)

Basic Rate Cum 0.981 139

3.1 Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

Basic Rate cum 1 223

3.13 304 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

(i) Ordinary soil Cum

3.13 (i) B Mechanical Means (Depth upto 3 m)

3.15 305.4.3 Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Sq m

3.16 305 Construction of Embankment with Material obtained from Borrowpits

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Basic Rate 211.4

3.13 304 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Manual Means

(i) A Ordinary soil

Basic Rate 0.981 255

3.17 305 Construction of Embankment with Material Deposited from Roadway Cutting Cum

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Basic Rate 94.3

3.18 305 Construction of Subgrade and Earthen Shoulders Cum

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Basic Rate 209.5

3.2 305.3.4 Compacting Original Ground

Case-I Compacting original ground supporting sub-grade

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Basic Rate 1 93.7

3.29 309 Underground Drain at Edge of Pavement RM

Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads.

Basic Rate Using Concrete Mixer cum 0.3473

Stone Aggregate cum 0.45

Coarse Sand cum 0.9

Earthwork in soil MT

HYSD @ 90KG per Cum 0.0594

Carriage of Steel

4.01 401 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Basic Rate 1317.2

Carriage of Stone Metal 1.3461

Basic Rate 1081.9

Carriage of Stone Metal 1.3461

Basic Rate 1 1427.7

Carriage of Stone Metal 1.3461

4.14 406 Wet Mix Macadam

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Vibratory Roller Cum

Basic Rate 1478.3

Carriage of Stone Metal 1.41

4.16 409 Footpaths and Separators

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..

Basic Rate Sq. m 1 825.3

Carriage of Stone Metal 0.198

Carriage of Stone Chips 0.0225

Carriage of Sand 0.024

Carriage of Cement 0.0124

Add Additional Vat 9.5% 0.0124

5.01 502 Prime Coat

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Sq.m Formula to calculate cost of Bitumen Drum

Basic Rate 76.7 For 1cum /1 sqm of material

Carriage of Emulsion 0.0007 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Less for Drum -0.56 cost of 1 bitumen drum Rs.= 120

Total For 1MT Bitumen , No. of Drum =

Cost of Drum in 1MT of bitumen =

Say Qty. of Bitumen in 1 cum /1 sqm =

5.02 503 Tack Coat Cost of Bitumen in 1 Cum / 1 Sqm =

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sq.m Formula to calculate cost of Bitumen Drum

Basic Rate 14 For 1cum /1 sqm of material

Carrige of Emulsion 0.0002 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Less for Drum cost of 1 bitumen drum Rs.= 120

Total For 1MT Bitumen , No. of Drum =

Cost of Drum in 1MT of bitumen =

Say Qty. of Bitumen in 1 cum /1 sqm =

Cost of Bitumen in 1 Cum / 1 Sqm =

5.04 507 Dense Graded Bituminous Macadam

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with Mechenical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Formula to calculate cost of Bitumen Drum

For Grade I ( 40mm Nominal ) Cum For 1cum /1 sqm of material

Basic Rate 1 10056.6 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.0924 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.4488 For 1MT Bitumen , No. of Drum =

Less for Drum -92 Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Cost of Bitumen in 1 Cum / 1 Sqm =

Basic Rate 1 10744.1 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.1039 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.4412 For 1MT Bitumen , No. of Drum =

Less for Drum -92.14 Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Add 1% Cess Cost of Bitumen in 1 Cum / 1 Sqm =

5.7 508 Semi-Dense Bituminous Concrete

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Formula to calculate cost of Bitumen Drum

For Grade II Cum For 1cum /1 sqm of material

Basic Rate 7175 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.1154 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.432 For 1MT Bitumen , No. of Drum =

Less for Drum -108.63 Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Cost of Bitumen in 1 Cum / 1 Sqm =

5.05 509 Bituminous Concrete

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Cum Formula to calculate cost of Bitumen Drum

For Grade I For 1cum /1 sqm of material

Basic Rate 1 12218.2 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.1227 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.4617 For 1MT Bitumen , No. of Drum =

Less for Drum Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Add 1% Cess Cost of Bitumen in 1 Cum / 1 Sqm =

Basic Rate 12343.1 For 1cum /1 sqm of material

Carriage of Bitumen 0.1274 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Stone Chips 1.4586 cost of 1 bitumen drum Rs.= 120

Less for Drum -110.86 For 1MT Bitumen , No. of Drum =

Total Cost of Drum in 1MT of bitumen =

Qty. of Bitumen in 1 cum /1 sqm =

Say Cost of Bitumen in 1 Cum / 1 Sqm =

5.11 515 Mastic Asphalt sqm

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. Formula to calculate cost of Bitumen Drum

Basic Rate 769.4 For 1cum /1 sqm of material

Carriage of Bitumen 0.005842 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Stone Chips 0.02737 cost of 1 bitumen drum Rs.= 120

Less for Drum -5.45 For 1MT Bitumen , No. of Drum =

Total Cost of Drum in 1MT of bitumen =

Qty. of Bitumen in 1 cum /1 sqm =

Say Cost of Bitumen in 1 Cum / 1 Sqm =

8.01 408 Cast in Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 RM

Basic Rate 1 155.9

Carriage of Stone Chips

Carriage of Sand

Carriage pf Cement

8.3 Printing New Letter and Figures of any Shade

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade per cm height per letter

6.1 Dry Lean Cement Concrete Sub- base Cum

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 blending 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Basic Rate 2905.3

Carriage cost of stone chips

Carriage cost of Coarse Sand

Carriage cost of Cement

6.02 Cement Concrete Pavement cum

Construction of 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 25 mm, 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 as approved, curing compound, finishing to lines and grades as per drawing

Basic Rate 5870.5

Carriage cost of stone chips 0.9

Carriage cost of Coarse Sand 0.45

Carriage cost of Cement 0.394

Carriage cost of HYSD Bars 0.01

8.1 408 Cast in Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 RM

Basic Rate 1 207

Carriage of Stone Chips 0.06052

Carriage of Sand 0.03028

Carriage pf Cement 0.01583

8.04 801 Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Each

( i ) 90 cm equilateral triangle 6494.7

( ii ) 60 cm equilateral triangle 4312.2

( iii ) 60 cm circular 5733.6

( iv ) 80 cm x 60 cm rectangular 7938.6

(v ) 60 cm x 45 cm rectangular 5588.1

(vi) 60 cm x 60 cm square 6595.5

(vii ) 90 cm high octagon 10076.4

8.5 801 Direction and Place Identification Signs upto 0.9 sqm Size Board.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Basic Rate 14455.1

8.6 801 Direction and Place Identification Signs with size more than 0.9 sqm size Board. sqm

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Basic Rate 15141.5

8.8 803 Painting Two Coats

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces sqm

8.9 803 Painting on Steel Surfaces

Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade sqm

Basic Rate ( 62.00 + 0.30) 1

8.13 803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. sqm

Basic Rate 712.2

8.14 804 Kilometre Stone

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(i) 5th kilometre stone (precast) Nos.

Basic Rate 3941.4

(ii) Ordinary kilometer stone (precast) Nos.

Basic Rate ( 1724 ) 2277.4

(iii) Hectometer stone (precast)

Basic Rate 687.7

8.15 805 Road Delineators

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Each

Basic Rate 829.7

8.16 806 Boundary pillar

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

Basic Rate 569.3

Carriage of Stone 0.0197

Carriage of Sand 0.009868

Carriage of Cement

Carriage of Steel 0.0014

8.23 810 Metal Beam Crash Barrier RM

A Type - A, "W" : Metal Beam Crash Barrier - at approach of bridge which have more tham 3m embankment height 50m each side

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 m 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 clause 810

Basic Rate 3545.9

9.2 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Basic Rate + GST ( 3753 +34.46) 1

Carriage of sand 0.0056

Carriage of Cement 0.004

Carriage of Granular Metal

Basic Rate + GST ( 5334 + 48.74) 1

Carriage of sand 0.0056

Carriage of Cement 0.004

Carriage of Granular Metal

8.35 Suggestive Road Markers/Road Stud with Lense Reflector No

9.2 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . M

Basic Rate 7186.4

Carrirage of HP 350.08

9.3 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row .

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . RM

Basic Rate 14429.3

Carrirage of HP 700.08

10.2 3003 Maintenance of Earthen Shoulder (filling with fresh soil) SQM

Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

Basic Rate 70.1

0.9 304 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Cum

I B Ordinary soil

Basic Rate 126.8 0.88

from 3m to 6m 133.3

12.3 304 Sand Filling in Foundation Trenches

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Cum

Basic Rate 272.1

Carriage of Sand 1.2

0.0 2100 PCC 1:3:6 in Foundation cum

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Bacis Rate 0.88 3337

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.23

0.0 1300 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. cum

Caariage Bricks 500

Carriage Sand 0.252

Carriage Cement 0.122

12.7 A Rubble filling

Square Rubble Coursed Rubble masonry (first sort) Cum

Basic Rate 3362.8

Carriage of Sand 1.2

0.0 1500, 1700 & 2100 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

A PCC Grade M15 Cum

Bacis Rate 4546.7

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.275

0.0 1500, 1700 & 2100 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

B PCC Grade M20 Cum

Bacis Rate 0.88 4075

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.275

Add Additional GST 399.18

12.25 1100 & 1700 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

A Pile diameter-1200 mm

Basic rate 1 13141.3

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.347

Case-I Basic Rate 4726.5

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.347

Case-I Basic Rate 4514.8

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.405

Case-I Basic Rate 5584.4

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.422

12.42 1600 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Basic MT 75753.3

Carriage of Steel 1.05

12.22 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.

13.3 1300 & 2200 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications sqm

Basic Rate 139.3

Carriage of sand

Carriage of cement

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

B PCC Grade M20 Cum

Bacis Rate 4092.3

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.344

13.5 E RCC Grade M20

(p) Height upto 5m

Case I Using concrete Mixer

Bacis Rate 4204.7

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.3473

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Cum

F RCC Grade M25

(p) Height upto 5m

Case I Using concrete Mixer

Bacis Rate 4813

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.000

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

H RCC Grade M35

Case-I Basic Rate 1 5159.1

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.347

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

G RCC Grade M30

Case-I Basic Rate 1 4935.2

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.406

13.6 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications MT

Basic Rate 78648.5

Carriage of Steel 1.05

13.8 2706 & 2200 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Nos.

Basic Rate 124.6

13.9 710.1.4.of IRC:78 & 2200 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

B Sandy Material Cum

Basic Rate 689.4

Carriage of Local Sand 1.2

NS T.E.C 5.6.2 Brick Flat Soling ( 9.30 m2 ) sqm

Cost of 300 Bricks 300 4.981

Cost of Fine Sand 0.14 67.66

Unskilled Labour 1 247

Carriage of bricks 300

Carriage of Fine Sand 0.14

2% Seigniorage Charge

Cost for per sqm Say

NS T.E.C. 5.6.1 Brick On Edge Soling ( 9.30 m2 ) sqm

Cost of 500 Bricks - Basic Rate (4.981) 500 4.981

Cost of Fine Sand 0.283 67.66

Unskilled Labour 1.25

Carriage of bricks 500

Carriage of sand 0.2832

2% Seigniorage Charge

Cost for per sqm Say

NS T.E.C. 5.6.1 + T.E.C. 5.6.2 100A Brick On Edge Soling over 100A Brick Flat Soling SQM

Cost for per sqm (T.E.C. 5.6.1+ T.E.C. 5.6.2) Say

14.4 2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cum

Basic Rate 10420.5

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.407

14.6 2703, 1500, 1600 & 1700 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. RM

Basic Rate 1909.8

Carriage of Stone Chips 0.076

Carriage of Sand 0.038

Carriage of Cement 0.0347

Carriage of Steel 0.018

14.9 2705 Drainage Spouts complete as per drawing and Technical specification Nos.

Basic Rate 4874.9

14.10 2700 Provision of an Reinforced cement concrete New Jersy crash barrier at the medians constructed with Reinforced cement concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-119 (Fig.-26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.,as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.261 sqm./meter, Double Face) RCC M 25 RM

Basic Rate 2499.8

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

14.1 C 2700 RCC M 30 For T-beam & slab, 25-35 per cent of (a+b+c) Cum

Basic Rate 1 5558.2

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.2753

14.1 C 2700 RCC M 30 For T-beam & slab, 25-35 per cent of (a+b+c) Cum

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.2753

14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

14.11 1500,1600,1700 & 2704 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Basic Rate 8518.5

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.4066

Carriage of Steel 0.05

14.18 2605 Filler joint

(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. RM

Basic Rate 315.1

NS Paver Block White M-40 grade sqm

Cost of 9.3 sqm @ 497.19/sqm 9.3 531.94

Cost of Local Sand 0.142 116.85

Mason Gr II 0.5 321

Unskilled Labour 1 268

Carriage of 300nos Paver Block @825.20 (Lead 10KM Surface) [(8/41.67)X10X8.20 ]+[(282 X8)/41.67]

Carriage of sand 0.142 @ 220.70/cum/9.30 0.142 220.7

Cost for per sqm Say

16.05 2504 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum

Basic Rate 1352.5

Carriage of Stone 1.2

16.09 2506 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.

Dry Rubble Flooring Cum

Basic Rate 1449.1

Carriage of Stone 1

Carriage of Chips 0.2

16.01 2504 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum

Basic Rate 1048.8

Carriage of Boulder 1

Carriage of Chips 0.2

16.08 2505 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.

A Rubble stone laid in cement mortar 1:3

Basic Rate 1970.2

Carriage of Boulder 1.2

Carriage of Chips 0.9

Carriage of Cement

Carriage of Sand 408.37

13.10 710.1.4.of IRC:78 and 2200 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Basic rate 1151.5

Carriage of Stone Metal

J.E A.E. Road Sub-Division Executive Engineer Shahbad Road Division, Kochas

J.E. A.E. Executive Engineer

Vaishali Road Division, Hajipur.

Median Crash Barrier

SI. NO. DESCRIPTION No. Length Width (M) Height (M) Quantity Unit Rate Amount

2 HYSD 50KG per Cum

3 Painting Side 2 2500 0.8

Bill of Quantity for Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26

1 Date of Tender :- 14.7.2026

2 Amount of BOQ :-

3 Cost of B.O.Q :-

4 Bid Processing fee 11800

5 Earnest Money :- 1354700

6 Time of Completion :- 06 (SIx) months 2000000

Sl. No. S.O.R. No. Description of Item Quantity Unit Rate (Rs.) Amount (Rs.)

1 2.02 Clearing & Grubbing Road Land including uprooting rank vegetation, grass, bushes… …………… up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness . Hect 27971.3 351835609

2 2.04B Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. m3 785.9

3 2.05 2.05 Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately (B Granular Course) 0.000 m2 518.1

4 3.16 Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 43589 m3 214.9

5 .(9.02) Sand Filling in foundation trenches as per Drawing & Technical Specifications. 5775 cum 414.62

6 (4.01B) Granular Sub-Base with Close Graded Material (Table:- 400-1) - Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 2310 m3 2786.57

7 4.14 Wet Mix Macadam :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. m3 3005.1

8 5.01 Primer coat:- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. m2 77.55

9 5.02(I) Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. m2 22.8

10 5.04 B Dense Graded Bituminous Macadam gr-II:-Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. m3 16886.83

11 5.05 B Bituminous Concrete -Gr-II- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. 462 m3 19527.25

12 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on................... atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. ` 2 m2 16029.3

13 .8.04(B) Retro-Refiectoriised Traffic Signs.:- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB.............

(i) X) 80cm x 60 cm Rectangular 5 Each 8396.1

(ii) II) 90cm Equilateral Triangle 5 Each 6857.6

(iii) VIII) 90 cm High Octagon 5 Each 10674.1

14 (8.13B) Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. M2 647.6

15 (8.35B) Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud):- Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer................ 233 No 302.3

16 8.14(ii) Kilometre Stone:- Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(i) Ordinary K.M Post 4 No 2420.7

(ii) 200m Post 16 No 739

17 8.16 Boundary pillar:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. 84 No 615.5

18 8.23 Metal Beam Crash Barrier:- 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 m 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 clause 811. 250 RM 3614.4

Excavation for Structures

18 9.01A(i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Ordinary Soil) cum 195.8

20 9.06 A (i) PCC Grade M15:- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. cum 6046.4

21 9.06 B (i) PCC M20 in Substructure :- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. cum 6533.89

44 9.04A Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . M 8491.13

40 8.08 Providing and applying two coats of ready mix paint of approved brand Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces sqm 104.5

29 (8.3) Printing new letters and figures of any shade with synthetic enamel paints black or any other approved colour to give an even shade. No 0.8

30 (16.01) Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. cum 3531.45

31 (16.05) Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification M 3531.45

32 (16.04) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications No. 3177.68

Total cost Earthwork/ cutting 83371.3935

Add 1% L.Cess Rs.- G.S.B 6901.070000000001

Add Seigniorage Fee 802795 Bituminous 4086.4

Total(A) = PCC/RCC 1541.8369999999998

Add 18% GST on Total (A) Rs.-

Grand Total Rs.- Mastic

Executive Engineer Patnacity Road Division, Gulzarbagh,

Permissible limit

Name of Work:- Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26

1 Grand Total :- (A)

Threshold limit :- Upper limit & Lower limit –Contractor is allowed to quote the rate as per As per order issued by Engineer in Chief (Work Management) RCD, Bihar, Patna vide letter No.-7635(E)we, Dated-23.12.2022 .

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures……. in words………………… % (Percentage) High / Less/ Estimated rate are mentioned in the Bill of quantity. IN FIG.

Executive Engineer Patnacity Road Division, Gulzarbagh,

One Time Maitenance/Improvement of Left out portion of NH 30

ABSTRACT OF COST CROSS DRAINAGE WORKS

Existing Culvert Detaile Proposed Culvert Detaile

Sl No. Chainage Item of Work Condition Sl No. Chainage Item of Work Cost of Each Culvert

1 200 RCC Slab Culvert 1x1.2x1.2 Good Box Culvert 1x3x3

2 1300 RCC Slab Culvert 1x1.4x1.4 Good Box Culvert 1x3x3

3 4800 RCC Slab Culvert 1x0.9x0.9 Good Box Culvert 1x3x3

5950 RCC Slab Culvert 2x2.7x2.7 Good Box Culvert 1x3x3 240268 0 0 12800 475

8450 RCC Slab Culvert 1x1.9x1.9 Good Box Culvert 1x3x3 595 12800 655

9600 HPC 1x1000mm Good Box Culvert 1x2x2 4155605 RCC Box 2/33/0 1194 12800 825

10800 HPC 1x1000mm Good Bridge 1x23.5m

11200 HPC 1x1000mm Good Box Culvert 1x2x2

11800 RCC Slab Culvert 1x1.8x1.8 Good Box Culvert 1x2x2

12300 RCC Slab Culvert 1x4.4x4.4 Box Culvert 1x2x2

13300 HPC 2x1000mm Bad Box culvert 2x3x3 RCC Box 2/33/0 1405-1607 12800 875

14200 HPC 1x1000mm Bad Box Culvert 1x2x2 1918 1918 12800 1025

14800 HPC 3x1000mm Hume Pipe Culvert ( 1 x 1000 mm Dia )

14850 RCC Slab Culvert 1x2.8x2.8

15400 RCC Slab Culvert 1x3x3

16200 HPC 1x1000mm

16250 RCC Slab Culvert 1x2.9x2.9

17300 HPC 1x1000mm

17350 HPC 1x600mm

17500 HPC 1x1000mm

18800 RCC Slab Culvert 1x5.9x5.9

20000 Minor Bridge 2x4.6x4.6

20500 Minor Bridge 1x6.2x6.2

20600 HPC 1x600mm

20800 Minor Bridge 1x6.4x6.4

20900 Minor Bridge 1x106x5

21500 HPC 1x1000mm

22300 HPC 1x1000mm

23200 Minor Bridge 2x3.5x3

23250 RCC Slab Culvert 1x3x3

24200 RCC Slab Culvert 1x1.9x1.9

26700 HPC 1x1000mm

27000 HPC 1x1000mm

27400 RCC Slab Culvert 1x2x2

30400 RCC Slab Culvert 1x2x2

30450 RCC Slab Culvert 1x2x2

31000 RCC Slab Culvert 1x2x2

31400 RCC Slab Culvert 1x2x2

34700 HPC 1x900mm

35100 HPC 1x900mm

35700 HPC 1x1000mm

36200 RCC Slab Culvert 1x1x1

36700 RCC Slab Culvert 1x1x1

36900 RCC Slab Culvert 1x2.8x2.8

Junior Engineer Assistant Engineer Executive Engineer

Road Sub -Division RCD Road Division

One Time Maitenance/Improvement of Left out portion of NH 30

Details of Length Under Considration

From Ch- To Ch- Length Side

0.15 Coping M-20

Assumed Length for Estimation

PROTECTION WALL

Sr.No. Ref. to Standard Data book Sr. No. Reference to MORD Specifications Description of Item Unit Total Quantity Rate (Rs) Amount ( Rs)

QUANTITY & COST ESTIMATE FOR CONSTRUCTION OF PROTECTION WALL

1 12.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

4 12.8 A Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

5 16.9 Providing and Laying Completer As per drawing = Rubble stone Laid in cement Mortar 1:3

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC M 20

Cost of Protection wall in Rs

Junior Engineer Asstt. Engineer Executive Engineer

RCD Road Division, Ara

Coarse Sand from Koilwar

1 Koilwar to Ramashish Chowk = 63 km Hajipur to Dighi = 2 km

Ramashish Chowk to Paswan = 1 km Dighi to Sarai = 8 km

Paswan to Chaksikandar = 15 km Sarai to Bhagwanpur = 10 km

Chaksikandar to Work Site = 7 km Bhagwanpur to Goraul = 10 km

TOTAL km Sarai to Belkunda = 8 km

Belkunda to Mahua = 12 km

Stone Aggregate from Nayagaon Muzaffarpur Depot to Goraul 25 km

2 Mirzachoki Quarry Location to Mirzachoki Railway = 5 km

Mirzachoki to Nayagaon = 279.1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua = 35 km

Mahua to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Goraul = 26 km

Goraul to Work Site = 7 km

(2) Sondho - Ponjha - Belwarghat Road (13.000 km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Bhagwanpur 20 km Sarai to Bhagwanpur = 10 km

Bhagwanpur to Belwarghat 6 km Bhagwanpur to Sondho = 6 km

Belwarghat to Work Site 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Bhagwanpur 10 km

Bhagwanpur to Belwarghat 6 km

Belwarghat to Work Site 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Bhagwanpur 35 km

Bhagwanpur to Belwarghat 6 km

Belwarghat to Work Site 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Bhagwanpur 18 km

Bhagwanpur to Belwarghat 6 km

Belwarghat to Work Site 7 km

(3) Langri Pakar - Ambara Road (14.500 km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Langri Pakar = 24 km Bhagwanpur to Sondho = 6 km

Langri Pakar to Work Site = 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Langri Pakar = 5 km

Langri Pakar to Work Site = 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ambara Chowk = 19 km

Ambara Chowk to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 3 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km

Anjanpir Chowk to Langri Pakar = 24 km

Langri Pakar to Work Site = 7 km

(4) Ramashish Chowk to Konhara Ghat Road (3.500km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Work Site = 2 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Work Site = 2 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Work Site = 6 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Work Site = 2 km

(5) Old Gandak Approach Road (1.900km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Tinmurti Chowk = 2 km Sarai to Bhagwanpur = 10 km

Tinmurti Chowk to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk (Hajipur) to Tinmurti Chowk = 2 km

Tinmurti Chowk to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Tinmurti Chowk = 2 km

Tinmurti Chowk to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Tinmurti Chowk = 2 km

Tinmurti Chowk to Work Site = 1 km

(6) Lalganj Tinpulwa Bhagwanpur Road (12.500km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Bhagwanpur = 20 km Sarai to Bhagwanpur = 10 km

Bhagwanpur to Work Site = 6 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Bhagwanpur = 10 km

Bhagwanpur to Work Site = 6 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Bhagwanpur = 35 km

Bhagwanpur to Work Site = 6 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Bhagwanpur = 18 km

Bhagwanpur to Work Site = 6 km

(7) Basho Kund - Mahavir Janam Asthali Road (1.400km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Basho Kund = 39 km Bhagwanpur to Sondho = 6 km

Basho Kund to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali = 17 km

Vaishali to Mahavir Janam Asthali = 3 km

Mahavir Janam Asthali to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Basho Kund = 15 km

Basho Kund to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km

Anjanpir Chowk to Basho Kund = 39 km

Basho Kund to Work Site = 1 km

(8) Ganj Karhara Road (19.600km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Goraul = 28 km Sarai to Bhagwanpur = 10 km

Goraul to Work Site = 10 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Goraul = 18 km

Goraul to Work Site = 10 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Goraul = 27 km

Goraul to Work Site = 10 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Goraul = 26 km

Goraul to Work Site = 10 km

(9) Abhishek Pushkarni Road (2.100km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Vaishali = 35 km Bhagwanpur to Sondho = 6 km

Vaishali to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali = 16 km

Vaishali to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Vaishali = 18 km

Vaishali to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir = 2 km

Anjanpir Chowk to Vaishali = 36 km

Vaishali to Work Site = 1 km

(10) Ufraul -Abhishek - Pushkarni Road (3.540km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Vaishali = 35 km Bhagwanpur to Sondho = 6 km

Vaishali to Ufraul = 2 km Sarai to Belkunda = 8 km

Ufraul to Work Site = 2 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali = 16 km

Vaishali to Ufraul = 2 km

Ufraul to Work Site = 2 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Vaishali = 18 km

Vaishali to Ufraul = 2 km

Ufraul to Work Site = 2 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir = 2 km

Anjanpir Chowk to Vaishali = 36 km

Vaishali to Ufraul = 2 km

Ufraul to Work Site = 2 km

(11) Hajipur - Lalganj - Vaishali Road (37.200km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Work Site = 18 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Anjanpir Chowk = 2 km

Anjanpir Chowk to Work Site = 18 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Vaishali = 18 km

Vaishali to Work Site = 19 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir Chowk = 2 km

Anjanpir Chowk to Work Site = 18 km

(12) Garh Approach Road (0.200km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Vaishali /Work Site = 35 km Bhagwanpur to Sondho = 6 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali/ Work Site = 15 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Vaishali/ Work Site = 20 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir Chowk = 2 km

Anjanpir Chowk to Vaishali /Work Site = 35 km

(13) Rustampur to Birpur Rupas upto Gyaspur Ghat Road (28.420)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Kachchi Dargah = 20 km Dighi to Sarai = 2 km

Kachchi Dargah to Rustamghat = 2 km Sarai to Bhagwanpur = 10 km

Rustamghat to Work Site = 14 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Fatuha Rly. Yard.

2 Fatuha Rly. Yard to Kachchi Dargah = 5 km

Kachchi Dargah to Rustamghat = 2 km

Rustamghat to Work Site = 14 km

Bitumen from Fatuha

3 Fatuha Depot to Kachchi Dargah = 5 km

Kachchi Dargah to Rustamghat = 2 km

Rustamghat to Work Site = 14 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Zero Mile = 17 km

Zero Mile (Patna) to Kachchi Dargah = 20 km

Kachchi Dargah to Rustamghat = 2 km

Rustamghat to Work Site = 14 km

(14) Bhagwanpur Station Road (0.800km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Bhagwanpur = 20 km Sarai to Bhagwanpur = 10 km

Bhagwanpur to Work Site = 1 km Bhagwanpur to Sondho = 6 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Bhagwanpur = 10 km

Bhagwanpur to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Bhagwanpur = 35 km

Bhagwanpur to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Bhagwanpur = 18 km

Bhagwanpur to Work Site = 1 km

(15) Lalganj Bazar Road [2.50 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Lalganj = 19 km Bhagwanpur to Sondho = 6 km

Lalganj to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Bedauli Chowk = 32 km

Bedauli Chowk to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km

Anjanpir Chowk to Lalganj = 19 km

Lalganj to Work Site = 1 km

(16) Fakuli Lalganj Road (15.240km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Lalganj = 19 km Bhagwanpur to Sondho = 6 km

Lalganj to Work Site = 8 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Fakuli = 20 km

Fakuli to Work Site = 8 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Fakuli = 25 km

Fakuli to Work Site = 8 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Fakuli = 27 km

Fakuli to Work Site = 8 km

(17) Bhagwatpur - Vaishali Road (6.300km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Gandhi Chowk = 2 km Sarai to Bhagwanpur = 10 km

Gandhi Chowk to Vaishali = 37 km Bhagwanpur to Sondho = 6 km

Vaishali to Work Site = 3 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Goraul = 18 km

Goraul to Bhagwatpur = 15 km

Bhagwatpur to Work Site = 3 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Goraul = 27 km

Goraul to Bhagwatpur = 15 km

Bhagwatpur to Work Site = 3 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Goraul = 26 km

Goraul to Bhagwatpur = 15 km

Bhagwatpur to Work Site = 3 km

(18) Lalganj - Sarai Road (13.325km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Sarai = 10 km Sarai to Bhagwanpur = 10 km

Sarai to Ch'0' of Lalganj - Sarai Road = 3 km

Ch'0' of Lalganj - Sarai Road to Work Site = 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ch'0' of Lalganj - Sarai Road = 3 km

Ch'0' of Lalganj - Sarai Road to Work Site = 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ch'0' of Lalganj - Sarai Road = 42 km

Ch'0' of Lalganj - Sarai Road to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Sarai = 8 km

Sarai Rly. Yard to Ch'0' of Lalganj - Sarai Road = 3 km

Ch'0' of Lalganj - Sarai Road to Work Site = 7 km

(19) Bhagwanpur Ratti - Saraiya Road (10.450km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Bhagwanpur Ratti = 29 km Bhagwanpur to Sondho = 6 km

Bhagwanpur Ratti to Work Site = 5 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Bhagwanpur Ratti = 10 km

Bhagwanpur Ratti to Work Site = 5 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Goraul = 27 km

Goraul to Saraiya = 6 km

Saraiya to Work Site = 5 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir Chowk = 2 km

Anjanpir Chowk to Bhagwanpur Ratti = 29 km

Bhagwanpur Ratti to Work Site = 5 km

(20) Muzaffarpur - Mahua Road (Km '14.400' to '29.313') (14.913km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Sarai to Belkunda = 8 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Belkunda to Mahua = 12 km

Ramashish Chowk (Hajipur) to Gandhi Chowk, Mahua = 22 km

Gandhi Chowk, Mahua to Work Site = 7 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Gandhi Chowk, Mahua = 12 km

Gandhi Chowk, Mahua to Work Site = 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ch'0' of Muz. - Mahua Road = 5 km

Ch'0' to Ch'14.400' of Muz. - Mahua Road = 14 km

Ch'14.400' of Muz. - Mahua Road to Work Site = 8 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Gandhi Chowk, Mahua = 21 km

Gandhi Chowk, Mahua to Work Site = 7 km

(21) Bidupur - Rajapakar - Belkunda - Sarai Road (19.850km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Jadhua = 11 km Dighi to Sarai = 2 km

Jadhua to Bidupur = 10 km Sarai to Bhagwanpur = 10 km

Bidupur to Work Site = 10 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Work Site = 10 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Sarai = 45 km

Sarai to Work Site = 10 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Belkunda = 9 km

Belkunda to Work Site = 2 km

(22) Bahuara Chowk to Harprasad (at N.H. - 103) via Musapur [14.475 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Gandhi Chowk, Mahua = 22 km Sarai to Bhagwanpur = 10 km

Gandhi Chowk, Mahua to Bahuara Chowk = 24 km Bhagwanpur to Sondho = 6 km

Bahuara Chowk to Work Site = 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Gandhi Chowk, Mahua = 12 km

Gandhi Chowk, Mahua to Bahuara Chowk = 24 km

Bahuara Chowk to Work Site = 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Bahuara Chowk = 24 km

Bahuara Chowk to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Gandhi Chowk, Mahua = 21 km

Gandhi Chowk, Mahua to Bahuara Chowk = 24 km

Bahuara Chowk to Work Site = 7 km

(23) Rasulpur Chowk to Hasansarai (at N.H. - 28) Road via Chandpura Pul, Bharthipur [10.210 km].

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Gandhi Chowk , Mahua = 22 km Sarai to Bhagwanpur = 10 km

Gandhi Chowk, Mahua to Patepur via Bakhridoa = 17 km Bhagwanpur to Sondho = 6 km

Patepur to Rasulpur Chowk = 2 km

Rasulpur Chowk to Work Site = 5 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Gandhi Chowk , Mahua = 12 km

Gandhi Chowk, Mahua to Patepur via Bakhridoa = 17 km

Patepur to Rasulpur Chowk = 2 km

Rasulpur Chowk to Work Site = 5 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Patepur via Bakhridoa = 17 km

Patepur to Rasulpur Chowk = 2 km

Rasulpur Chowk to Work Site = 5 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Gandhi Chowk, Mahua = 21 km

Gandhi Chowk, Mahua to Patepur via Bakhridoa = 17 km

Patepur to Rasulpur Chowk = 2 km

Rasulpur Chowk to Work Site = 5 km

(24) Mangru Chowk to Chhatwara Road Via Gaddopur [3.950 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Mangru Chowk = 21 km Sarai to Bhagwanpur = 10 km

Mangru Chowk to Work Site = 2 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Mangru Chowk = 11 km

Mangru Chowk to Work Site = 2 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Mangru Chowk = 1 km

Mangru Chowk to Work Site = 2 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Mangru Chowk = 20 km

Mangru Chowk to Work Site = 2 km

(25) Mahua - Bakhridua - Derhua Chowk Road [16.550 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Gandhi Chowk, Mahua = 22 km Sarai to Belkunda = 8 km

Gandhi Chowk, Mahua to Work Site = 9 km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Gandhi Chowk, Mahua = 12 km

Gandhi Chowk, Mahua to Work Site = 9 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Work Site = 9 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Gandhi Chowk, Mahua = 21 km

Gandhi Chowk, Mahua to Work Site = 9 km

(26) Mahua – Patepur – Bardiha Road From Ramauli Chowk to Bardiha (At S.H.-49) Road [9.875 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Gandhi Chowk, Mahua = 22 km Sarai to Belkunda = 8 km

Gandhi Chowk, Mahua to Ramauli Chowk = 12 km Belkunda to Mahua = 12 km

Ramauli Chowk to Work Site = 5 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Gandhi Chowk, Mahua = 12 km

Gandhi Chowk, Mahua to Ramauli Chowk = 12 km

Ramauli Chowk to Work Site = 5 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Ramauli Chowk = 12 km

Ramauli Chowk to Work Site = 5 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Gandhi Chowk, Mahua = 21 km

Gandhi Chowk,Mahua to Ramauli Chowk = 12 km

Ramauli Chowk to Work Site = 5 km

27.Hajipur - Bhairopur - Mahnar Road (S.H. - 93)[32.00 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Zero Mile to Gardaniya Chowk = 10 km

Zero Mile (Patna) to Jadhua Ramp Ch.-'0' = 11 km Gardaniya Chowk to Jadhua Ramp Ch.-'0' = 1 km

Jadhua Ramp Ch.-'0' to Haj. - Bhair. - Mahnar Rd. Ch '4000' = 1 km Jadhua Ramp Ch.-'0' to Ramashish Chowk = 4 km

H-B-M Rd. Ch '4000' to Work Site (16-4 = 12) = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Dighi (Hajipur) = 8 km Hajipur to Dighi = 2 km

Dighi (Hajipur) to Ramashish Chowk = 2 km Dighi to Sarai = 10 km

Ramashish Chowk to Jadhua Ramp Ch.-'0' = 4 km Sarai to Bhagwanpur = 10 km

Jadhua Ramp Ch.-'0' to Haj. - Bhair. - Mahnar Rd. Ch '4000' = 1 km

H-B-M Rd. Ch '4000' to Work Site (16-4 = 12) = 12 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Jadhua Ramp Ch.-'0' = 4 km

Jadhua Ramp Ch.-'0' to Haj. - Bhair. - Mahnar Rd. Ch '4000' = 1 km

H-B-M Rd. Ch '4000' to Work Site (16-4 = 12) = 12 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Jadhua Ramp Ch.-'0' = 4 km

Jadhua Ramp Ch.-'0' to Haj. - Bhair. - Mahnar Rd. Ch '4000' = 1 km

H-B-M Rd. Ch '4000' to Work Site (16-4 = 12) = 12 km

(28) Hajipur Circuit house to SE Residential Quarter road [0.420km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Circuit House More = 14 km Dighi to Sarai = 2 km

Circuit House More to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Circuit House More = 1 km

Circuit House More to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Circuit House More = 1 km

Circuit House More to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Circuit House More = 1 km

Circuit House More to Work Site = 1 km

(29) Jandaha (Guru Chowk at N.H. - 103) – Mangru Chowk ( At S.H. - 49) – Bithauli Chowk (At N.H. – 77 ) Road [25.900 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Paswan Chowk (Hajipur) = 13 km Dighi to Sarai = 2 km

Paswan Chowk (Hajipur) to Guru Chowk = 27 km Sarai to Bhagwanpur = 10 km

Guru Chowk to Work Site = 13 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard (Bithauli Chowk ) to Work Site = 13 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Gandhi Chowk, Mahua = 35 km

Gandhi Chowk, Mahua to Mangru Chowk = 1 km

Mangru Chowk to Work Site = 3 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Sarai (Bithauli Chowk ) = 8 km

Sarai (Bithauli Chowk ) to Work Site = 13 km

(30) Chandpur (Bhatauliya) - Desri - Gajipur - Mahua Road [22.00 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Jadhua = 11 km Dighi to Sarai = 2 km

Jadhua to Chandpur = 20 km Sarai to Bhagwanpur = 10 km

Chandpur to Work Site = 11 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Mahua = 12 km

Mahua to Work Site = 11 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua = 35 km

Mahua to Work Site = 11 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Mahua = 20 km

Mahua to Work Site = 11 km

(31) Kushar Chowk to Jandaha Road [14.900 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Paswan Chowk (Hajipur) = 13 km Dighi to Sarai = 2 km

Paswan Chowk (Hajipur) to Jandaha = 32 km Sarai to Bhagwanpur = 10 km

jandaha to Work Site = 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Mahua = 12 km

Mahua to Kushahar Chowk = 7 km

Kushahar Chowk to Work Site = 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua = 35 km

Mahua to Kushahar Chowk = 7 km

Kushahar Chowk to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Mahua = 21 km

Mahua to Kushahar Chowk = 7 km

Kushahar Chowk to Work Site = 7 km

(32) Hajipur - Jandaha Road [2.00 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Paswan Chowk = 13 km Dighi to Sarai = 2 km

Paswan Chowk to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Paswan Chowk = 2 km

Paswan Chowk to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Paswan Chowk = 2 km

Paswan Chowk to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Paswan Chowk = 2 km

Paswan Chowk to Work Site = 1 km

(33) Jadhua Ramp Road [0.400 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Jadhua Ramp Ch.-'0' = 11 km Dighi to Sarai = 2 km

Jadhua Ramp Ch.-'0' to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Jadhua Ramp Ch.-'0' = 4 km

Jadhua Ramp Ch.-'0' to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Jadhua Ramp Ch.-'0' = 4 km

Jadhua Ramp Ch.-'0' to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Jadhua Ramp Ch.-'0' = 4 km

Jadhua Ramp Ch.-'0' to Work Site = 1 km

(34) Mahnar-Mahnar Station Road [6.200 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Jadhua = 11 km Dighi to Sarai = 2 km

Jadhua to Mahnar = 29 km Sarai to Bhagwanpur = 10 km

Mahnar to Work Site = 3 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Jadhua = 4 km

Jadhua to Mahnar = 29 km

Mahnar to Work Site = 3 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Jadhua = 4 km

Jadhua to Mahnar = 29 km

Mahnar to Work Site = 3 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Jadhua = 4 km

Jadhua to Mahnar = 29 km

Mahnar to Work Site = 3 km

35. Hajipur - Mahua - Tajpur Road (S.H. - 49) [44.00 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Ch'0' 0f Haj.-Mah.-Taj. Rd. = 2 km

Ch'0' 0f Haj.-Mah.-Taj. Rd. to Work Site = 22 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkunda to Work Site (22-8 = 14 km) = km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Work Site (22 - 20 = 02 km) = 2 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Work Site = 23 km

(36) Bahuara - Patepur - Sukki Road [11.600 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Gandhi Chowk, Mahua = 22 km Sarai to Bhagwanpur = 10 km

Gandhi Chowk, Mahua to Bahuara Chowk = 24 km Bhagwanpur to Sondho = 6 km

Bahuara Chowk to Work Site = 6 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Belkunda = 8 km

Belkundar to Gandhi Chowk , Mahua = 12 km

Gandhi Chowk, Mahua to Bahuara Chowk = 24 km

Bahuara Chowk to Work Site = 6 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua (via Muz.- Mahua Rd.) = 35 km

Mahua to Bahuara Chowk = 24 km

Bahuara Chowk to Work Site = 6 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Gandhi Chowk, Mahua = 21 km

Gandhi Chowk, Mahua to Bahuara Chowk = 24 km

Bahuara Chowk to Work Site = 6 km

(37) Gardaniya Chowk to Konhara Ghat Road [3.600 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Gardaniya Chowk (Hajipur) = 10 km Dighi to Sarai = 2 km

Gardaniya Chowk to Work Site = 2 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Gardaniya Chowk (Hajipur) = 5 km

Gardaniya Chowk to Work Site = 2 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Gardaniya Chowk (Hajipur) = 5 km

Gardaniya Chowk to Work Site = 2 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Gardaniya Chowk (Hajipur) = 5 km

Gardaniya Chowk to Work Site = 2 km

(38) Mahnar-Mohiuddin Nagar Road [6.00 km]

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Jadhua = 11 km Dighi to Sarai = 2 km

Jadhua to Mahnar = 29 km Sarai to Bhagwanpur = 10 km

Mahnar to Work Site = 4 km Bhagwanpur to Sondho = 6 km

TOTAL km Sarai to Belkunda = 8 km

Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Jadhua = 4 km

Jadhua to Mahnar = 29 km

Mahnar to Work Site = 4 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Jadhua = 4 km

Jadhua to Mahnar = 29 km

Mahnar to Work Site = 4 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Jadhua = 4 km

Jadhua to Mahnar = 29 km

Mahnar to Work Site = 4 km

J.E. A.E. Executive Engineer

Stone Chips/Metal Manpur

Coarsed Sand Dehri on Son

Cement/Steel Local

J.E A.E Road Sub- Division Executive Engineer Shahbad Road Division, Kochas

J.E A.E Road Sub- Division, Mahua. Executive Engineer Vaishali Road Division, Hajipur.

Write (1) if project cost is less than 50 Crore otherwise write (2) = 1 For Project cost below 50 Crore =

Rates of carriage of materials on road by mechanical transport i.e. truck (8T Capacity) including loading,loading unloading ,stacking ,overhead and contractor's profit For Project cost above 50 Crore =

Sr. No Name of Materials Unit Truck Capa ity Per Trip Multiplying Factor Net Payable Quantity Cost of Loading & Unloading (In Rs.) Cost (In Rs.) of Haulage in t-km Multiplying Factor For Lead in km Cost of Carriage (In Rs.) = [(Hs.Ls + Hu.Lu + Hk.Lk) + Col.7] Remarks

Surfaced Road Unsurfaced Graveled Road Katcha Track & Track In River Bed / Nallah Bed & Choe Bed Surface Road =(8/Col6)xCol8 Unsurface Road=(8/Col6) xCol. 9 Katcha Track & Track In River Bed / Nallah Bed & Choe Bed = (8/Col 6) xCol. 10 Surfaced Road Unsurfaced Graveled Road Katcha Track & Track In River Bed / Nallah Bed & Choe Bed

HS HU HK LS LU LK

1 Lime ,Moorum, Rubish M3 6 1 92.8 6.1 7.4 21.1 1 0 0

1 Earth M3 6 0.8 1 0 0 Local

1 Boulder M3 6 0.8 92.8 140 0 0 Manpur To Site

3 Stone Boulder (90 to120Lbs.) M3 6 0.8 140 0 0 Manpur To Site

2 Stone Chips,Sand,Stone Agg. 50 mm & down including Gr.III M3 5.4 0.924 5 140 0 0 Manpur To Site

3 Cement,Stone Block ,GI , C.I, AC MT 8 1 554.8 3 0 0 Local to Work Site

4 Steel MT 8 1 3 0 0 Local to Work Site

7 Bitumen MT 8 1 111 0 0 Gaya to work site 107

9 Emulsion MT 8 1 0 0 Gaya to work site

5 Fine Sand M3 5.4 0.924 5 2 1 Local river 43

6 Coarse sand M3 5.4 0.924 5 26 0 0 Dehri on Son to work site

10 Stone Chips,Sand,Stone Agg. 50 mm & down including Gr.III M3 5.4 0.924 5 0 4 1 0 Mirza Chouki Rail Yard (loading & unloading 2 times)

11 Stone Chips,Sand,Stone Agg. 50 mm & down including Gr.III M3 5.4 0.924 5 0 4 1 0 Mirza Chouki Rail Yard (loading & unloading 2 times)

7 Stone Metal M3 5.4 0 0 Manpur to Site

12 Lime M3 6 1 138 0 0 Local Market to Work Site

13 Boulder M3 6 0.8 353.6 3 2 0 Sheikhpura Rail Yard (loading & unloading 2 times)

14 HP Dia 1000mm M 10 1 0 Dighi to Site

15 HP Dia 1200mm M 7.5 1 0 Dighi to Site

18 Fine Sand M3 5.4 0.924 0.9 9.6 9.6 2 1 Local river

7 Bricks Nos 8 0.25 7 0 1 Local

Write (1) if project cost is less than 50 Crore otherwise write (2) = 1

For Project cost below 50 Crore = 1

For Project cost above 50 Crore = 2

Calculation of Carriage cost of Stone Aggregate ( 50mm below) by Rail from Mirza Chouki (PAKUR RANGE) to Narayanpur Anant Railway Yard

Quarry to Rail yard = 5 km

Surface Road = 4 km

Unsurface Road = 1 km

Carriage cost from Quarry to Mirza ChoukiRail Yard

Loading at Quarry site & Unloading at Mirza Chouki Rail Yard = 167 Rs

Loading at Mirza Cheuki Rail yard & Unloading at Narayanpur Anant Rail Yard = Rs

Carriage Cost by road = Rs

Distance of Mirza ChoukiRailway Yard to Narayanpur Anant Yard = 295 km

Railway freight (A) = 499.1 Rs/MT

Add 15% Bussy season surcharge (B) = Rs/MT

Add 5% Development charge (C) = Rs/MT

Railway freight in m3 = 1.5 X = Rs/MT

Add 10% Contractor profit & 6% Over Head Charges 6% (898.4 X 1.1 X 1.06) = Rs/m3

Carriage Cost from Quarry to Narayanpur Anant = Rs/m3

Final Carriage Cost of Stone Chips from Mirza Choukito Work site

Up-to Narayanpur Anant----------Rail = Rs/m3

Narayanpur Anant Rail Yard to work site -------Road = Rs/m3

For Project cost below 50 Crore = Rs/m3

Calculation of Carriage cost of Stone Chips (below 50mm) by rail form Sheikhpura to Narayanpur Anant

Quarry to Rail yard = 5 km

Surace Road = 3 km

Unsurface Road = 2 km

Carriage cost from Quarry to Sheikhpurs Rail Yard

Loading at Quarry site & Unloading at Shiekhpura Yard = Rs

Loading at Mirza Cheuki Rail yard & Unloading at Narayanpur Anant Rail Yard = Rs

Carriage Cost by road = Rs

Distance of Sheikhpura Yard to Narayanpur Anant Rail Yard = 162.25 km

Railway freight (A) = 316.1 Rs/MT

Add 15% busy season surcharge (B) = Rs/MT

Add 5% Development charge (C) = Rs/MT

Railway freight in m3 = 1.5 X = Rs/MT

Add 10% Contractor profit & 6% Over Head Charges (569 X 1.1 X 1.06) = Rs/m3

Carriage Cost from Quarry to Narayanpur Anant = Rs/m3

Final Carriage Cost of Stone Boulder from Sheikhpura to Work site

Up-to Narayanpur Anant----------Rail = Rs/m3

Narayanpur Anant Rail Yard to work site -------Road = Rs/m3

For Project cost below 50 Crore = Rs/m3

Calculation of Carriage cost of Stone Boulder by Rail from Shiekhpura to Narayanpur Anant

Quarry to Rail yard = 5 km

Surace Road = 3 km

Unsurface Road = 2 km

Carriage cost from Quarry to Sheikhpurs Rail Yard

Loading at Quarry site & Unloading at Shiekhpura Yard = Rs

Loading at Mirza Cheuki Rail yard & Unloading at Narayanpur Anant Rail Yard = Rs

Carriage Cost by road = Rs

Distance of Sheikhpura Railway Yard to Narayanpur Anant Rail Yard = 162.25 km

Railway freight (A) = 316.1 Rs/MT

Add 15% busy season surcharge (B) = Rs/MT

Add 5% Development charge (C) = Rs/MT

Railway freight in m3 = 1.5 X = Rs/MT

Add 10% Contractor profit & 6% Over Head Charges (569 X 1.1 X 1.06) = Rs/m3

Carriage Cost from Quarry to Narayanpur Anant = Rs/m3

Final Carriage Cost of Stone Boulder from Sheikhpura to Work site

Up-to Narayanpur Anant----------Rail = Rs/m3

Narayanpur Anant Rail Yard to work site -------Road = Rs/m3

For Project cost below 50 Crore = Rs/m3

From Chapter 1 to 11 multiplying factor for project above 50 crore is 1

1 Carriage of Stone Chips from Manpur From Chapter 12 onward multiplying factor for project above 50 crore is 1

2 Carrige of Cement from Local Market

3 Carriage of Steel from Local Market

4 Carriage of Coarse Sand from Dehri on Son

5 Carriage of Stone Boulder from Manpur

6 Carriage of Bitumin from Gaya

7 Carriage of Emulsion from uluberia

7 Carriage of Local Sand

9 Carriage Stone Aggregate

8 Carriage Stone Aggregate

9 Caariage of Emulsion from Gaya

12 Carriage of Bricks

Extra Cost of Emulsion due to additional Vat @ 9% :- 13

Extra Cost of Bitumen due to additional Vat @ 1.0% :- 17

Extra Cost of Cement due to additional Vat @ 9.5% :- 21

Extra Cost = 5462*0.095*1.1 23 Rs.

2.1 201 Cutting of Trees, including cutting of Trunks, Branches and Removal Unit Quantity Rate Amount (Rs.)

(i) Girth from 300 mm to 600 mm

Basic Rate 1 250

2.1 (ii) Girth from 600 mm to 900 mm

Basic Rate 1 473

2.1 (iii) Girth from 900 mm to 1800 mm

Basic Rate 1 879

2.1 (iv) Girth above 1800 mm

Basic Rate 1 1631

2.3 201 Clearing and Grubbing Road Land . Unit Quantity Rate Amount (Rs.)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

(ii) By Mechinical Means Hect.

(A) Light Jungle Basic Rate 193244.4

2.4 202 Dismantling of Structures

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

2.4 I B cement concrete grade M-20 & above

Basic Rate 1007.6

2.4 (ii) Dismantling Brick / Tile work

B In cement mortar

Basic Rate 395.1

2.4 (ii) D Dry brick pitching or brick soling cum

2.4 (ix) Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. M

A Up to 600 mm dia

2.5 202 Dismantling of Flexible Pavements Cum

II A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Bituminous Course by Manual means.

Basic Rate 718.9

2.5 202 Dismantling of Flexible Pavements Cum

II A II A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous Course by Manual means.

Basic Rate 0.981 350

2.5 202 Dismantling of Flexible Pavements

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

2.5 I B Granular courses cum

Basic Rate 71.3

2.4 (ix) Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

A Up to 600 mm dia m

Basic Rate 1 135

Basic Rate 1 313

2.5 202 Dismantling of Flexible Pavements

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

II By Mechanical Means Cum

A Bituminous course

Basic Rate 0.981 350

2% Seigniorage Charge 0

2.6 202 Dismantling of Cement Concrete Pavement

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Basic Rate cum 1 1363

2.10 202 Dismantling of Kilometre Stone Each

B Ordinary KM Stone

Basic Rate 1 187

3.6 301 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 22.00 per cum but excluding watering, rolling & compaction)

Basic Rate Cum 0.981 139

3.1 Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

Basic Rate cum 1 223

3.13 304 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

(i) Ordinary soil Cum

3.13 (i) B Mechanical Means (Depth upto 3 m)

3.15 305.4.3 Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Sq m

3.16 305 Construction of Embankment with Material obtained from Borrowpits

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Basic Rate 211.4

3.13 304 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Manual Means

(i) A Ordinary soil

Basic Rate 0.981 255

3.17 305 Construction of Embankment with Material Deposited from Roadway Cutting Cum

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Basic Rate 94.3

3.18 305 Construction of Subgrade and Earthen Shoulders Cum

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Basic Rate 209.5

3.2 305.3.4 Compacting Original Ground

Case-I Compacting original ground supporting sub-grade

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Basic Rate 1 93.7

3.29 309 Underground Drain at Edge of Pavement RM

Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads.

Basic Rate Using Concrete Mixer cum 0.3473

Stone Aggregate cum 0.45

Coarse Sand cum 0.9

Earthwork in soil MT

HYSD @ 90KG per Cum 0.0594

Carriage of Steel

4.01 401 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Basic Rate 1317.2

Carriage of Stone Metal 1.3461

Basic Rate 1081.9

Carriage of Stone Metal 1.3461

Basic Rate 1 1427.7

Carriage of Stone Metal 1.3461

4.14 406 Wet Mix Macadam

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Vibratory Roller Cum

Basic Rate 1478.3

Carriage of Stone Metal 1.41

4.16 409 Footpaths and Separators

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..

Basic Rate Sq. m 1 825.3

Carriage of Stone Metal 0.198

Carriage of Stone Chips 0.0225

Carriage of Sand 0.024

Carriage of Cement 0.0124

Add Additional Vat 9.5% 0.0124

5.01 502 Prime Coat

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Sq.m Formula to calculate cost of Bitumen Drum

Basic Rate 76.7 For 1cum /1 sqm of material

Carriage of Emulsion 0.0007 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Less for Drum -0.56 cost of 1 bitumen drum Rs.= 120

Total For 1MT Bitumen , No. of Drum =

Cost of Drum in 1MT of bitumen =

Say Qty. of Bitumen in 1 cum /1 sqm =

5.02 503 Tack Coat Cost of Bitumen in 1 Cum / 1 Sqm =

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sq.m Formula to calculate cost of Bitumen Drum

Basic Rate 14 For 1cum /1 sqm of material

Carrige of Emulsion 0.0002 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Less for Drum cost of 1 bitumen drum Rs.= 120

Total For 1MT Bitumen , No. of Drum =

Cost of Drum in 1MT of bitumen =

Say Qty. of Bitumen in 1 cum /1 sqm =

Cost of Bitumen in 1 Cum / 1 Sqm =

5.04 507 Dense Graded Bituminous Macadam

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with Mechenical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Formula to calculate cost of Bitumen Drum

For Grade I ( 40mm Nominal ) Cum For 1cum /1 sqm of material

Basic Rate 1 10056.6 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.0924 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.4488 For 1MT Bitumen , No. of Drum =

Less for Drum -92 Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Cost of Bitumen in 1 Cum / 1 Sqm =

Basic Rate 1 10744.1 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.1039 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.4412 For 1MT Bitumen , No. of Drum =

Less for Drum -92.14 Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Add 1% Cess Cost of Bitumen in 1 Cum / 1 Sqm =

5.7 508 Semi-Dense Bituminous Concrete

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Formula to calculate cost of Bitumen Drum

For Grade II Cum For 1cum /1 sqm of material

Basic Rate 7175 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.1154 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.432 For 1MT Bitumen , No. of Drum =

Less for Drum -108.63 Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Cost of Bitumen in 1 Cum / 1 Sqm =

5.05 509 Bituminous Concrete

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Cum Formula to calculate cost of Bitumen Drum

For Grade I For 1cum /1 sqm of material

Basic Rate 1 12218.2 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Bitumen 0.1227 cost of 1 bitumen drum Rs.= 120

Carriage of Stone Chips 1.4617 For 1MT Bitumen , No. of Drum =

Less for Drum Cost of Drum in 1MT of bitumen =

Total Qty. of Bitumen in 1 cum /1 sqm =

Add 1% Cess Cost of Bitumen in 1 Cum / 1 Sqm =

Basic Rate 12343.1 For 1cum /1 sqm of material

Carriage of Bitumen 0.1274 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Stone Chips 1.4586 cost of 1 bitumen drum Rs.= 120

Less for Drum -110.86 For 1MT Bitumen , No. of Drum =

Total Cost of Drum in 1MT of bitumen =

Qty. of Bitumen in 1 cum /1 sqm =

Say Cost of Bitumen in 1 Cum / 1 Sqm =

5.11 515 Mastic Asphalt sqm

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. Formula to calculate cost of Bitumen Drum

Basic Rate 769.4 For 1cum /1 sqm of material

Carriage of Bitumen 0.005842 In 1 bitumen drum qty of bitumen = 165 kg or 156 kg

Carriage of Stone Chips 0.02737 cost of 1 bitumen drum Rs.= 120

Less for Drum -5.45 For 1MT Bitumen , No. of Drum =

Total Cost of Drum in 1MT of bitumen =

Qty. of Bitumen in 1 cum /1 sqm =

Say Cost of Bitumen in 1 Cum / 1 Sqm =

8.01 408 Cast in Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 RM

Basic Rate 1 155.9

Carriage of Stone Chips

Carriage of Sand

Carriage pf Cement

8.3 Printing New Letter and Figures of any Shade

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade per cm height per letter

6.1 Dry Lean Cement Concrete Sub- base Cum

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 blending 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Basic Rate 2905.3

Carriage cost of stone chips

Carriage cost of Coarse Sand

Carriage cost of Cement

6.02 Cement Concrete Pavement cum

Construction of 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 25 mm, 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 as approved, curing compound, finishing to lines and grades as per drawing

Basic Rate 5870.5

Carriage cost of stone chips 0.9

Carriage cost of Coarse Sand 0.45

Carriage cost of Cement 0.394

Carriage cost of HYSD Bars 0.01

8.1 408 Cast in Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 RM

Basic Rate 1 207

Carriage of Stone Chips 0.06052

Carriage of Sand 0.03028

Carriage pf Cement 0.01583

8.04 801 Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Each

( i ) 90 cm equilateral triangle 6494.7

( ii ) 60 cm equilateral triangle 4312.2

( iii ) 60 cm circular 5733.6

( iv ) 80 cm x 60 cm rectangular 7938.6

(v ) 60 cm x 45 cm rectangular 5588.1

(vi) 60 cm x 60 cm square 6595.5

(vii ) 90 cm high octagon 10076.4

8.5 801 Direction and Place Identification Signs upto 0.9 sqm Size Board.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Basic Rate 14455.1

8.6 801 Direction and Place Identification Signs with size more than 0.9 sqm size Board. sqm

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Basic Rate 15141.5

8.8 803 Painting Two Coats

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces sqm

8.9 803 Painting on Steel Surfaces

Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade sqm

Basic Rate ( 62.00 + 0.30) 1

8.13 803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. sqm

Basic Rate 712.2

8.14 804 Kilometre Stone

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(i) 5th kilometre stone (precast) Nos.

Basic Rate 3941.4

(ii) Ordinary kilometer stone (precast) Nos.

Basic Rate ( 1724 ) 2277.4

(iii) Hectometer stone (precast)

Basic Rate 687.7

8.15 805 Road Delineators

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Each

Basic Rate 829.7

8.16 806 Boundary pillar

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

Basic Rate 569.3

Carriage of Stone 0.0197

Carriage of Sand 0.009868

Carriage of Cement

Carriage of Steel 0.0014

8.23 810 Metal Beam Crash Barrier RM

A Type - A, "W" : Metal Beam Crash Barrier - at approach of bridge which have more tham 3m embankment height 50m each side

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 m 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 clause 810

Basic Rate 3545.9

9.2 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Basic Rate + GST ( 3753 +34.46) 1

Carriage of sand 0.0056

Carriage of Cement 0.004

Carriage of Granular Metal

Basic Rate + GST ( 5334 + 48.74) 1

Carriage of sand 0.0056

Carriage of Cement 0.004

Carriage of Granular Metal

8.35 Suggestive Road Markers/Road Stud with Lense Reflector No

9.2 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . M

Basic Rate 7186.4

Carrirage of HP 350.08

9.3 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row .

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . RM

Basic Rate 14429.3

Carrirage of HP 700.08

10.2 3003 Maintenance of Earthen Shoulder (filling with fresh soil) SQM

Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

Basic Rate 70.1

0.9 304 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Cum

I B Ordinary soil

Basic Rate 126.8 0.88

from 3m to 6m 133.3

12.3 304 Sand Filling in Foundation Trenches

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Cum

Basic Rate 272.1

Carriage of Sand 1.2

0.0 2100 PCC 1:3:6 in Foundation cum

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Bacis Rate 0.88 3337

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.23

0.0 1300 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. cum

Caariage Bricks 500

Carriage Sand 0.252

Carriage Cement 0.122

12.7 A Rubble filling

Square Rubble Coursed Rubble masonry (first sort) Cum

Basic Rate 3362.8

Carriage of Sand 1.2

0.0 1500, 1700 & 2100 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

A PCC Grade M15 Cum

Bacis Rate 4546.7

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.275

0.0 1500, 1700 & 2100 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

B PCC Grade M20 Cum

Bacis Rate 0.88 4075

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.275

Add Additional GST 399.18

12.25 1100 & 1700 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

A Pile diameter-1200 mm

Basic rate 1 13141.3

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.347

Case-I Basic Rate 4726.5

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.347

Case-I Basic Rate 4514.8

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.405

Case-I Basic Rate 5584.4

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.422

12.42 1600 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Basic MT 75753.3

Carriage of Steel 1.05

12.22 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.

13.3 1300 & 2200 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications sqm

Basic Rate 139.3

Carriage of sand

Carriage of cement

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

B PCC Grade M20 Cum

Bacis Rate 4092.3

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.344

13.5 E RCC Grade M20

(p) Height upto 5m

Case I Using concrete Mixer

Bacis Rate 4204.7

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.3473

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Cum

F RCC Grade M25

(p) Height upto 5m

Case I Using concrete Mixer

Bacis Rate 4813

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.000

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

H RCC Grade M35

Case-I Basic Rate 1 5159.1

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.347

13.5 1500, 1700 & 2200 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

G RCC Grade M30

Case-I Basic Rate 1 4935.2

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.406

13.6 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications MT

Basic Rate 78648.5

Carriage of Steel 1.05

13.8 2706 & 2200 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Nos.

Basic Rate 124.6

13.9 710.1.4.of IRC:78 & 2200 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

B Sandy Material Cum

Basic Rate 689.4

Carriage of Local Sand 1.2

NS T.E.C 5.6.2 Brick Flat Soling ( 9.30 m2 ) sqm

Cost of 300 Bricks 300 4.981

Cost of Fine Sand 0.14 67.66

Unskilled Labour 1 247

Carriage of bricks 300

Carriage of Fine Sand 0.14

2% Seigniorage Charge

Cost for per sqm Say

NS T.E.C. 5.6.1 Brick On Edge Soling ( 9.30 m2 ) sqm

Cost of 500 Bricks - Basic Rate (4.981) 500 4.981

Cost of Fine Sand 0.283 67.66

Unskilled Labour 1.25

Carriage of bricks 500

Carriage of sand 0.2832

2% Seigniorage Charge

Cost for per sqm Say

NS T.E.C. 5.6.1 + T.E.C. 5.6.2 100A Brick On Edge Soling over 100A Brick Flat Soling SQM

Cost for per sqm (T.E.C. 5.6.1+ T.E.C. 5.6.2) Say

14.4 2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cum

Basic Rate 10420.5

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.407

14.6 2703, 1500, 1600 & 1700 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. RM

Basic Rate 1909.8

Carriage of Stone Chips 0.076

Carriage of Sand 0.038

Carriage of Cement 0.0347

Carriage of Steel 0.018

14.9 2705 Drainage Spouts complete as per drawing and Technical specification Nos.

Basic Rate 4874.9

14.10 2700 Provision of an Reinforced cement concrete New Jersy crash barrier at the medians constructed with Reinforced cement concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-119 (Fig.-26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.,as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.261 sqm./meter, Double Face) RCC M 25 RM

Basic Rate 2499.8

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

14.1 C 2700 RCC M 30 For T-beam & slab, 25-35 per cent of (a+b+c) Cum

Basic Rate 1 5558.2

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.2753

14.1 C 2700 RCC M 30 For T-beam & slab, 25-35 per cent of (a+b+c) Cum

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.2753

14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

14.11 1500,1600,1700 & 2704 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Basic Rate 8518.5

Carriage of Stone Chips 0.9

Carriage of Sand 0.45

Carriage of Cement 0.4066

Carriage of Steel 0.05

14.18 2605 Filler joint

(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. RM

Basic Rate 315.1

NS Paver Block White M-40 grade sqm

Cost of 9.3 sqm @ 497.19/sqm 9.3 531.94

Cost of Local Sand 0.142 116.85

Mason Gr II 0.5 321

Unskilled Labour 1 268

Carriage of 300nos Paver Block @825.20 (Lead 10KM Surface) [(8/41.67)X10X8.20 ]+[(282 X8)/41.67]

Carriage of sand 0.142 @ 220.70/cum/9.30 0.142 220.7

Cost for per sqm Say

16.05 2504 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum

Basic Rate 1352.5

Carriage of Stone 1.2

16.09 2506 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.

Dry Rubble Flooring Cum

Basic Rate 1449.1

Carriage of Stone 1

Carriage of Chips 0.2

16.01 2504 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum

Basic Rate 1048.8

Carriage of Boulder 1

Carriage of Chips 0.2

16.08 2505 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.

A Rubble stone laid in cement mortar 1:3

Basic Rate 1970.2

Carriage of Boulder 1.2

Carriage of Chips 0.9

Carriage of Cement

Carriage of Sand 408.37

13.10 710.1.4.of IRC:78 and 2200 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Basic rate 1151.5

Carriage of Stone Metal

J.E A.E. Road Sub-Division Executive Engineer Shahbad Road Division, Kochas

J.E. A.E. Executive Engineer

Vaishali Road Division, Hajipur.

Median Crash Barrier

SI. NO. DESCRIPTION No. Length Width (M) Height (M) Quantity Unit Rate Amount

2 HYSD 50KG per Cum

3 Painting Side 2 2500 0.8

Bill of Quantity for Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26

1 Date of Tender :- 14.7.2026

2 Amount of BOQ :-

3 Cost of B.O.Q :-

4 Bid Processing fee 11800

5 Earnest Money :- 1354700

6 Time of Completion :- 06 (SIx) months 2000000

Sl. No. S.O.R. No. Description of Item Quantity Unit Rate (Rs.) Amount (Rs.)

1 2.02 Clearing & Grubbing Road Land including uprooting rank vegetation, grass, bushes… …………… up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness . Hect 27971.3 351835609

2 2.04B Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. m3 785.9

3 2.05 2.05 Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately (B Granular Course) 0.000 m2 518.1

4 3.16 Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 43589 m3 214.9

5 .(9.02) Sand Filling in foundation trenches as per Drawing & Technical Specifications. 5775 cum 414.62

6 (4.01B) Granular Sub-Base with Close Graded Material (Table:- 400-1) - Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 2310 m3 2786.57

7 4.14 Wet Mix Macadam :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. m3 3005.1

8 5.01 Primer coat:- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. m2 77.55

9 5.02(I) Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. m2 22.8

10 5.04 B Dense Graded Bituminous Macadam gr-II:-Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. m3 16886.83

11 5.05 B Bituminous Concrete -Gr-II- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. 462 m3 19527.25

12 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on................... atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. ` 2 m2 16029.3

13 .8.04(B) Retro-Refiectoriised Traffic Signs.:- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB.............

(i) X) 80cm x 60 cm Rectangular 5 Each 8396.1

(ii) II) 90cm Equilateral Triangle 5 Each 6857.6

(iii) VIII) 90 cm High Octagon 5 Each 10674.1

14 (8.13B) Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. M2 647.6

15 (8.35B) Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud):- Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer................ 233 No 302.3

16 8.14(ii) Kilometre Stone:- Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(i) Ordinary K.M Post 4 No 2420.7

(ii) 200m Post 16 No 739

17 8.16 Boundary pillar:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. 84 No 615.5

18 8.23 Metal Beam Crash Barrier:- 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 m 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 clause 811. 250 RM 3614.4

Excavation for Structures

18 9.01A(i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Ordinary Soil) cum 195.8

20 9.06 A (i) PCC Grade M15:- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. cum 6046.4

21 9.06 B (i) PCC M20 in Substructure :- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. cum 6533.89

44 9.04A Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . M 8491.13

40 8.08 Providing and applying two coats of ready mix paint of approved brand Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces sqm 104.5

29 (8.3) Printing new letters and figures of any shade with synthetic enamel paints black or any other approved colour to give an even shade. No 0.8

30 (16.01) Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. cum 3531.45

31 (16.05) Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification M 3531.45

32 (16.04) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications No. 3177.68

Total cost Earthwork/ cutting 83371.3935

Add 1% L.Cess Rs.- G.S.B 6901.070000000001

Add Seigniorage Fee 802795 Bituminous 4086.4

Total(A) = PCC/RCC 1541.8369999999998

Add 18% GST on Total (A) Rs.-

Grand Total Rs.- Mastic

Executive Engineer Patnacity Road Division, Gulzarbagh,

Permissible limit

Name of Work:- Widening and strenthening work of Road from NH 31 Teka Bigha (Bakhtiyarpur) to Shri Nilyam Pre Coated Steel Pvt. Ltd. via Kamleshwari Singh College Road (Total Length 2.10 KM) for the Year 2025-26

1 Grand Total :- (A)

Threshold limit :- Upper limit & Lower limit –Contractor is allowed to quote the rate as per As per order issued by Engineer in Chief (Work Management) RCD, Bihar, Patna vide letter No.-7635(E)we, Dated-23.12.2022 .

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures……. in words………………… % (Percentage) High / Less/ Estimated rate are mentioned in the Bill of quantity. IN FIG.

Executive Engineer Patnacity Road Division, Gulzarbagh,

One Time Maitenance/Improvement of Left out portion of NH 30

ABSTRACT OF COST CROSS DRAINAGE WORKS

Existing Culvert Detaile Proposed Culvert Detaile

Sl No. Chainage Item of Work Condition Sl No. Chainage Item of Work Cost of Each Culvert

1 200 RCC Slab Culvert 1x1.2x1.2 Good Box Culvert 1x3x3

2 1300 RCC Slab Culvert 1x1.4x1.4 Good Box Culvert 1x3x3

3 4800 RCC Slab Culvert 1x0.9x0.9 Good Box Culvert 1x3x3

5950 RCC Slab Culvert 2x2.7x2.7 Good Box Culvert 1x3x3 240268 0 0 12800 475

8450 RCC Slab Culvert 1x1.9x1.9 Good Box Culvert 1x3x3 595 12800 655

9600 HPC 1x1000mm Good Box Culvert 1x2x2 4155605 RCC Box 2/33/0 1194 12800 825

10800 HPC 1x1000mm Good Bridge 1x23.5m

11200 HPC 1x1000mm Good Box Culvert 1x2x2

11800 RCC Slab Culvert 1x1.8x1.8 Good Box Culvert 1x2x2

12300 RCC Slab Culvert 1x4.4x4.4 Box Culvert 1x2x2

13300 HPC 2x1000mm Bad Box culvert 2x3x3 RCC Box 2/33/0 1405-1607 12800 875

14200 HPC 1x1000mm Bad Box Culvert 1x2x2 1918 1918 12800 1025

14800 HPC 3x1000mm Hume Pipe Culvert ( 1 x 1000 mm Dia )

14850 RCC Slab Culvert 1x2.8x2.8

15400 RCC Slab Culvert 1x3x3

16200 HPC 1x1000mm

16250 RCC Slab Culvert 1x2.9x2.9

17300 HPC 1x1000mm

17350 HPC 1x600mm

17500 HPC 1x1000mm

18800 RCC Slab Culvert 1x5.9x5.9

20000 Minor Bridge 2x4.6x4.6

20500 Minor Bridge 1x6.2x6.2

20600 HPC 1x600mm

20800 Minor Bridge 1x6.4x6.4

20900 Minor Bridge 1x106x5

21500 HPC 1x1000mm

22300 HPC 1x1000mm

23200 Minor Bridge 2x3.5x3

23250 RCC Slab Culvert 1x3x3

24200 RCC Slab Culvert 1x1.9x1.9

26700 HPC 1x1000mm

27000 HPC 1x1000mm

27400 RCC Slab Culvert 1x2x2

30400 RCC Slab Culvert 1x2x2

30450 RCC Slab Culvert 1x2x2

31000 RCC Slab Culvert 1x2x2

31400 RCC Slab Culvert 1x2x2

34700 HPC 1x900mm

35100 HPC 1x900mm

35700 HPC 1x1000mm

36200 RCC Slab Culvert 1x1x1

36700 RCC Slab Culvert 1x1x1

36900 RCC Slab Culvert 1x2.8x2.8

Junior Engineer Assistant Engineer Executive Engineer

Road Sub -Division RCD Road Division

One Time Maitenance/Improvement of Left out portion of NH 30

Details of Length Under Considration

From Ch- To Ch- Length Side

0.15 Coping M-20

Assumed Length for Estimation

PROTECTION WALL

Sr.No. Ref. to Standard Data book Sr. No. Reference to MORD Specifications Description of Item Unit Total Quantity Rate (Rs) Amount ( Rs)

QUANTITY & COST ESTIMATE FOR CONSTRUCTION OF PROTECTION WALL

1 12.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

4 12.8 A Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

5 16.9 Providing and Laying Completer As per drawing = Rubble stone Laid in cement Mortar 1:3

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC M 20

Cost of Protection wall in Rs

Junior Engineer Asstt. Engineer Executive Engineer

RCD Road Division, Ara

Coarse Sand from Koilwar

1 Koilwar to Ramashish Chowk = 63 km Hajipur to Dighi = 2 km

Ramashish Chowk to Paswan = 1 km Dighi to Sarai = 8 km

Paswan to Chaksikandar = 15 km Sarai to Bhagwanpur = 10 km

Chaksikandar to Work Site = 7 km Bhagwanpur to Goraul = 10 km

TOTAL km Sarai to Belkunda = 8 km

Belkunda to Mahua = 12 km

Stone Aggregate from Nayagaon Muzaffarpur Depot to Goraul 25 km

2 Mirzachoki Quarry Location to Mirzachoki Railway = 5 km

Mirzachoki to Nayagaon = 279.1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Mahua = 35 km

Mahua to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Goraul = 26 km

Goraul to Work Site = 7 km

(2) Sondho - Ponjha - Belwarghat Road (13.000 km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Bhagwanpur 20 km Sarai to Bhagwanpur = 10 km

Bhagwanpur to Belwarghat 6 km Bhagwanpur to Sondho = 6 km

Belwarghat to Work Site 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Bhagwanpur 10 km

Bhagwanpur to Belwarghat 6 km

Belwarghat to Work Site 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Bhagwanpur 35 km

Bhagwanpur to Belwarghat 6 km

Belwarghat to Work Site 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Bhagwanpur 18 km

Bhagwanpur to Belwarghat 6 km

Belwarghat to Work Site 7 km

(3) Langri Pakar - Ambara Road (14.500 km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Langri Pakar = 24 km Bhagwanpur to Sondho = 6 km

Langri Pakar to Work Site = 7 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Langri Pakar = 5 km

Langri Pakar to Work Site = 7 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ambara Chowk = 19 km

Ambara Chowk to Work Site = 7 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 3 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km

Anjanpir Chowk to Langri Pakar = 24 km

Langri Pakar to Work Site = 7 km

(4) Ramashish Chowk to Konhara Ghat Road (3.500km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Work Site = 2 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Work Site = 2 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Work Site = 6 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Work Site = 2 km

(5) Old Gandak Approach Road (1.900km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Tinmurti Chowk = 2 km Sarai to Bhagwanpur = 10 km

Tinmurti Chowk to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk (Hajipur) to Tinmurti Chowk = 2 km

Tinmurti Chowk to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Ramashish Chowk = 55 km

Ramashish Chowk to Tinmurti Chowk = 2 km

Tinmurti Chowk to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Tinmurti Chowk = 2 km

Tinmurti Chowk to Work Site = 1 km

(6) Lalganj Tinpulwa Bhagwanpur Road (12.500km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Bhagwanpur = 20 km Sarai to Bhagwanpur = 10 km

Bhagwanpur to Work Site = 6 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Bhagwanpur = 10 km

Bhagwanpur to Work Site = 6 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Bhagwanpur = 35 km

Bhagwanpur to Work Site = 6 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Bhagwanpur = 18 km

Bhagwanpur to Work Site = 6 km

(7) Basho Kund - Mahavir Janam Asthali Road (1.400km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Basho Kund = 39 km Bhagwanpur to Sondho = 6 km

Basho Kund to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali = 17 km

Vaishali to Mahavir Janam Asthali = 3 km

Mahavir Janam Asthali to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Basho Kund = 15 km

Basho Kund to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km

Anjanpir Chowk to Basho Kund = 39 km

Basho Kund to Work Site = 1 km

(8) Ganj Karhara Road (19.600km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 2 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 10 km

Ramashish Chowk (Hajipur) to Goraul = 28 km Sarai to Bhagwanpur = 10 km

Goraul to Work Site = 10 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Goraul = 18 km

Goraul to Work Site = 10 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Goraul = 27 km

Goraul to Work Site = 10 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Goraul = 26 km

Goraul to Work Site = 10 km

(9) Abhishek Pushkarni Road (2.100km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Vaishali = 35 km Bhagwanpur to Sondho = 6 km

Vaishali to Work Site = 1 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali = 16 km

Vaishali to Work Site = 1 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Vaishali = 18 km

Vaishali to Work Site = 1 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir = 2 km

Anjanpir Chowk to Vaishali = 36 km

Vaishali to Work Site = 1 km

(10) Ufraul -Abhishek - Pushkarni Road (3.540km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk (Hajipur) to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Vaishali = 35 km Bhagwanpur to Sondho = 6 km

Vaishali to Ufraul = 2 km Sarai to Belkunda = 8 km

Ufraul to Work Site = 2 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Lalganj = 16 km

Lalganj to Vaishali = 16 km

Vaishali to Ufraul = 2 km

Ufraul to Work Site = 2 km

Bitumen from Muzaffarpur

3 Muzaffarpur Depot to Vaishali = 18 km

Vaishali to Ufraul = 2 km

Ufraul to Work Site = 2 km

Hume Pipe from Dighi (Hajipur)

4 Dighi (Hajipur) to Ramashish Chowk = 2 km

Ramashish Chowk to Anjanpir = 2 km

Anjanpir Chowk to Vaishali = 36 km

Vaishali to Ufraul = 2 km

Ufraul to Work Site = 2 km

(11) Hajipur - Lalganj - Vaishali Road (37.200km)

Coarse Sand from Koilwar

1 Koilwar to Zero Mile (Patna) = 40 km Hajipur to Dighi = 10 km

Zero Mile (Patna) to Ramashish Chowk (Hajipur) = 15 km Dighi to Sarai = 2 km

Ramashish Chowk to Anjanpir Chowk = 2 km Sarai to Bhagwanpur = 10 km

Anjanpir Chowk to Work Site = 18 km Sarai to Belkunda = 8 km

TOTAL km Belkunda to Mahua = 12 km

Stone Aggregate from Sarai Rly. Yard.

2 Sarai Rly. Yard to Ramashish Chowk = 10 km

Ramashish Chowk to Anjanpir Chowk = 2 km