One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km

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 One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km] Cost of Work as per BOQ(Rs in Lakhs) 0.08000 Time of Completion in months 3 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount in A.A 616.66764 (lacs) Date of Sanction The Project Director, NHAI, PIU-Begusarai, Vide Lt No. NHAI/12015/05/BGS/2018/ Tech/A-S/865 Dt.-17.06.2026 Date of Tender 02.07.2026

Sactioned Amount in T.S 600.34 (lacs) Date of Sanction C.E., South RCD Patna vide Lt. No.- 2411 we, Dt.-21.07.2026 Date of Tender 02.07.2026

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) 0.999 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)

Value to be entered in unit cum

Bituminius (DBM/BC/SDBC/BM/MASTIC) cum Value to be entered in unit cum

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

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 ( 5.00-30.00 Crore) Nos. Max. Age 4.5(B) a Nos./ Max. Age

Moter Grader 1 Life of machine - two years or 5 years on 02.07.2026 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

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty 1

Paver Finisher for Laying WMM Material 1

Quality control Equipment one complete set 1 set

TOTAL = 15Nos.+ 1set

8 Key Personnel Personnel/Qualification/Contract Package Size ( 2.00-10.00 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. 1

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 0

Soil & Material Engineer / B.E., Civil + 7 Years Experience. 0

Survay Engineer / B.E., Civil + 3 Years Experience.or Diploma in Civil + 5 Years Experience 0

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

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 03 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

Permissible Limit

1 Name of work:- :- One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km].

2 Estimated Cost :- Rs:-5,77,44,970.00

3 Cost of Govt. Material:- :-

4 Name of Contractor:- :-

5 Address of Contractor:- :-

6 I/We offer in Figures…….in words….%(Percentage)High/Less/Estimated rate as per Mentioned in the Bill of Quantity In Figure

7 Earnest Money Deposited vide :-

8 Time of Completion:- :-

9 Registration No. :-

10 PAN & GST :-

Signature of Contractor :-

Executive Engineer Road Divion ,Patnacity

Bill of Quantity for One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km]

Amount of BOQ :- Rs. 57,744,970.00

Cost of B.O.Q :- Rs. 10,000.00

Bid Processing fee Rs. 11,800.00

Earnest Money :- Rs. 1,154,900.00

Time of Completion :- 03 (Three) months

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

1 2.02(ii)A Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area 1.31 Hect 27971.30 36642.00

2 3.15 Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. 22912.40 m2 8.30 190173.00

3 10.02 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 9819.6 m2 97.00 952501.00

4 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. 97.50 m3 2323.57 226548.00 9770.475

5 5.01 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. 390.00 m2 77.90 30381.00

6 5.02(II) 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. 41863.25 m2 22.90 958668.00

7 5.04A 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 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. 1479.41 m3 16248.04 24037513.00 171019.796

8 5.05B 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 1003.37 m3 20064.43 20132047.00 89039.0538

9 8.04 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, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

10 ii) 90cm Equilateral Triangle 8 no 6857.60 54861.00

11 iv) 60cm equilateral triangle 9 no 4532.00 40788.00

12 viii) 60cm circular 12 no 6046.60 72559.00

13 X) 80cm x 60 cm Rectangular 18 no 8396.10 151130.00

14 xv) 90cm high octagon 10 no 10674.10 106741.00

15 8.13 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. 1155.87 m2 647.60 748541.00

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

17 (i) 5th kilometre stone (precast) 2 no 4140.60 8281.00

18 (ii) Ordinary kilometer stone (precast) 4 no 2420.70 9683.00

19 (iii) Hectometer stone (precast) 16 no 739.00 11824.00

20 8.35B Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and Nos 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 crylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual rismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be mmediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be equired to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 817 no 302.30 246979.00

Add 1% L.Cess Rs.- 480159.00

Add Seigniorage Fee 440396.00

Add 18% GST on Total (A) Rs.- 8808555.00

Grand Total Rs.- 57744970.00

Executive Engineer Patnacity Road Division, 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 One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km] Cost of Work as per BOQ(Rs in Lakhs) 0.08000 Time of Completion in months 3 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount in A.A 616.66764 (lacs) Date of Sanction The Project Director, NHAI, PIU-Begusarai, Vide Lt No. NHAI/12015/05/BGS/2018/ Tech/A-S/865 Dt.-17.06.2026 Date of Tender 02.07.2026

Sactioned Amount in T.S 600.34 (lacs) Date of Sanction C.E., South RCD Patna vide Lt. No.- 2411 we, Dt.-21.07.2026 Date of Tender 02.07.2026

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) 0.999 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)

Value to be entered in unit cum

Bituminius (DBM/BC/SDBC/BM/MASTIC) cum Value to be entered in unit cum

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

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 ( 5.00-30.00 Crore) Nos. Max. Age 4.5(B) a Nos./ Max. Age

Moter Grader 1 Life of machine - two years or 5 years on 02.07.2026 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

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty 1

Paver Finisher for Laying WMM Material 1

Quality control Equipment one complete set 1 set

TOTAL = 15Nos.+ 1set

8 Key Personnel Personnel/Qualification/Contract Package Size ( 2.00-10.00 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. 1

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 0

Soil & Material Engineer / B.E., Civil + 7 Years Experience. 0

Survay Engineer / B.E., Civil + 3 Years Experience.or Diploma in Civil + 5 Years Experience 0

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

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 03 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

Permissible Limit

1 Name of work:- :- One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km].

2 Estimated Cost :- Rs:-5,77,44,970.00

3 Cost of Govt. Material:- :-

4 Name of Contractor:- :-

5 Address of Contractor:- :-

6 I/We offer in Figures…….in words….%(Percentage)High/Less/Estimated rate as per Mentioned in the Bill of Quantity In Figure

7 Earnest Money Deposited vide :-

8 Time of Completion:- :-

9 Registration No. :-

10 PAN & GST :-

Signature of Contractor :-

Executive Engineer Road Divion ,Patnacity

Permissible Limit

1 Name of work:- :- One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km].

2 Estimated Cost :- Rs:-5,77,44,970.00

3 Cost of Govt. Material:- :-

4 Name of Contractor:- :-

5 Address of Contractor:- :-

6 I/We offer in Figures…….in words….%(Percentage)High/Less/Estimated rate as per Mentioned in the Bill of Quantity In Figure

7 Earnest Money Deposited vide :-

8 Time of Completion:- :-

9 Registration No. :-

10 PAN & GST :-

Signature of Contractor :-

Executive Engineer Road Divion ,Patnacity

Bill of Quantity for One Time Maintenance Work of NH-31-Aunta Rotary to Simaria Rotary Road (Km 197.900 to 206.050 - Design Chainage) and (Existing Chainage Km 204.741 to Km 209.945 of NH-31) Left Out Portion [Total Length - 5.204 km]

Amount of BOQ :- Rs. 57,744,970.00

Cost of B.O.Q :- Rs. 10,000.00

Bid Processing fee Rs. 11,800.00

Earnest Money :- Rs. 1,154,900.00

Time of Completion :- 03 (Three) months

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

1 2.02(ii)A Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area 1.31 Hect 27971.30 36642.00

2 3.15 Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. 22912.40 m2 8.30 190173.00

3 10.02 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 9819.6 m2 97.00 952501.00

4 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. 97.50 m3 2323.57 226548.00 9770.475

5 5.01 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. 390.00 m2 77.90 30381.00

6 5.02(II) 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. 41863.25 m2 22.90 958668.00

7 5.04A 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 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. 1479.41 m3 16248.04 24037513.00 171019.796

8 5.05B 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 1003.37 m3 20064.43 20132047.00 89039.0538

9 8.04 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, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

10 ii) 90cm Equilateral Triangle 8 no 6857.60 54861.00

11 iv) 60cm equilateral triangle 9 no 4532.00 40788.00

12 viii) 60cm circular 12 no 6046.60 72559.00

13 X) 80cm x 60 cm Rectangular 18 no 8396.10 151130.00

14 xv) 90cm high octagon 10 no 10674.10 106741.00

15 8.13 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. 1155.87 m2 647.60 748541.00

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

17 (i) 5th kilometre stone (precast) 2 no 4140.60 8281.00

18 (ii) Ordinary kilometer stone (precast) 4 no 2420.70 9683.00

19 (iii) Hectometer stone (precast) 16 no 739.00 11824.00

20 8.35B Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and Nos 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 crylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual rismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be mmediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be equired to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 817 no 302.30 246979.00

Add 1% L.Cess Rs.- 480159.00

Add Seigniorage Fee 440396.00

Add 18% GST on Total (A) Rs.- 8808555.00

Grand Total Rs.- 57744970.00

Executive Engineer Patnacity Road Division, Gulzarbagh,