AS PER ATTACHED NIT

Technical Sheet

Name of Work Construction of Link Road from Veternary College Road to Aryana Bhawn to BMP-5 Road New Capital Road Division for the year 2026-27

B.O.Q. Amount 26551652

Cost of Work as per BOQ Rs. 10,000.00 + Rs.3540.00 (BSRDC Processing Fee)

Earnest Money 531000

Time of Completion in months Including non-working period 06 Months

ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Name of Work Construction of Link Road from Veternary College Road to Aryana Bhawn to BMP-5 Road New Capital Road Division for the year 2026-27 Cost of Work as per BOQ (Rs in Lakhs) Time of Completion in months Including non-working period 06 Months ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount. (A.A) 241.89 Lakh Ref. of Sanction (A.A) RCD Letter No. (WE) Dt. 5289(S) Dated:--12.06.2025 Date of Tender 2026-06-18T00:00:00Z

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

Address of the contractor & Contact No.

1 Bid Validity Bids shall remain valid for a period not less than 180 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Bid validity periods In days

2 (A) Online Payment Amount To be entered (Rs in Lakhs)

Bid Security (B) 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.) Amount To be entered (Rs in Lakhs)

Bid Security Amount - (in lakh) 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 or Not 4.2(iv)

4 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 annual payments 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= 1.17

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

Escalation Factor= 1.08

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

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

• Concrete works (MORTH Specification Section 1703 all grades Quantity .......M3 cum 574.5 Value to be entered in unit cum

• Non Bituminous Sub –bases and Bases (GSB,WBM,WMM ) (MoRTH Specification Sections 300,400) Quantity .......M3 cum 1680 Value to be entered in unit cum

• Earthwork in both excavation and embankement combined Quantity .......M3 cum 3159 Value to be entered in unit cum

• Bituminous Treatment (BM, DBM, BC, SDBC, Mastic (Area X 0.025) )Quantity .......M3 cum 399 Value to be entered in unit cum

• Mastic (Quantity…...M2) m2 __ Value to be entered in unit sqm

7 Bidding Capacity (In Lacs): 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=Number of years prescribed for completion of the Works (Construction period only) for which bids are invited.. B=Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going** works to be completed during the next...N... years (period of completion of the construction works for which bids are invited). 4.7

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

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

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (For the Project) Nos. Max. Age 4.4(B) (a) Nos./ Max. Age

Motor Grader 1 5

Front end Loader _ _

Smooth Wheeled Roller 1 5

Vibratory Roller 1 5

Fully computrized Hot Mix Plant (Minm. 80-100 TPH capacity) with Electronic Controls 1 5

Paver Finisher with Electronic Sensor 1 5

Water Tanker 1 5

Bitumen Sprayer 1 5-7

Tandem Roller _ _

Concrete Mixes with integral weigh batching facilty 1 5

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) _ _

Paver Finisher for laying WMM material _ _

Quality control equipment complete set 1 Set _ -

TOTAL = 08 Nos.+ 1 Set

9 Key Personnel Personnel/Qualification/Contract Package Size (For the Project) 4.4(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 + 07 Years Experience (3 years in Road Construction ) or Retired A.E 1

Plant Engineer / B.E. Mech/ Civil + 05 Years Experience or Diploma in Mechanical + 07 civil 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.

Survey Engineer / B.E. Civil + 3 Years Exp or Diploma in Civil + 5 Years Experience.

Site Supervisour (Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder.) 1

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

11 Proposed methodology and programme of construction. The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones 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)

12 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 )

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

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work during implementation of contract. (in lakh) 4.2(ii)

15 Time of Completion 06 Months To be entered in months

16 Registration No. (Attached or not)

17 I.T. & G.S.T. Registration (Attached or not)

18 Affidavit for No Debar (Attached or not)

19 Character Certificate (Attached or not)

Executive Engineer, New Capital Road Division, Road Construction Department, Bihar, Patna

Evaluation Sheet for SBD type tender (Technical Bid)

1 Name of work Construction of Link Road from Veternary College Road to Aryana Bhawn to BMP-5 Road New Capital Road Division for the year 2026-27

2 Estimated Cost (Lakh)

3 Name of the contractor

4 Address of the contractor & Contact No.

5 Bid validity periods In days 120 Days

6 Bid Security Amount (lakh)

7 Annual Financial Turn Over (116.44 lakh) 2021-22

6 Similar work (10%)

7 Minimum Quantities of work done

i Concrete works (P.C.C., R.C.C.)

ii Non Bituminous Sub –bases and Bases (GSB,WBM,WMM )

iii Earthwork in both excavation and embankement

iv Bituminous Treatment (BM, DBM, BC, SDBC)

8 Bidding Capacity (in Lac)

9 Existing commitments and ongoing works

10 Contractor's Equipment

Front end Loader _

Smooth Wheeled Roller 1

Vibratory Roller 1

Fully computrized Hot Mix Plant (Minm. 80-100 TPH capacity) with Electronic Controls 1

Paver Finisher with Electronic Sensor 1

Bitumen Sprayer 1

Tandem Roller _

Concrete Mixes with integral weigh batching facilty 1

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) _

Paver Finisher for laying WMM material _

Qty control equipment complete set 1

11 Key Personnel

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or Retired E.E 1

Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction ) or Retired A.E 1

Plant Engineer / B.E. Mech/ Civil + 05 Years Experience or Diploma in Mechanical + 07 civil 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

Survey Engineer / B.E. Civil + 3 Years Exp or Diploma in Civil + 5 Years Experience. 0

Site Supervisour (Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder.) 1

12 Availability of creadit facilities (10%) (in Lakh)

13 Programme of construction. Attached

14 Litigation History Attached

15 Affidavit (Regarding statements) Attached

16 Undertaking (Able to invest a minimum of cost upto 25% of contract value) Attached

17 Registration No. Attached

18 G.S.T. Attached

19 Pan Card Attached

20 Affidavit for No Debar Attached

21 Character Certificate Attached

22 Electrical Registration (Self) / Aggrement with Electrical Contractor Attached

Bill of Quantity for Construction of Link Road from Veterinary College Road to Aryana Bhawn to BMP-5 Road under New Capital Road Division for the year 2026-27.

1 B.O.Q. Amount

2 Cost of B.O.Q. Rs. 10000 /- + Rs. 3540/- (BSEDC Processing Free)

3 Earnest Money 531000

4 Time of Completion 6 (Six) months

CONSTRUCTION WORK (Part-A)

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 3.06 Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m 2079 M3 108.2 Concrete

2 Exta Lead upto 4Km for disposal of unserviceble soil/materials etc as direction of E/I. 2079 M3 37.2 Non bituminous

3 4.01 (B) (v) Granular Sub-Base with Close graded Graded Material ( Table:- 400- 1) By Mix in Place Method (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.)for grading- V Material 630 M3 2824.12 Bituminous

4 4.14 (B) 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.) 1050 M3 3044.44 Earthwork

5 5.01 (A)(i) Prime Coat Providing and applying primer coat with SS1 grade 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. 4200 M2 77.57

6 5.04 (B) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 505 complete in all respects.Dense Graded Bituminous Macadam Grading-II 273 M3 16930.11

7 5.05 (B) Bituminous concrete Grading- 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. Grading- II 126 M2 19571.7

8 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 surface cleaned with mechanical broom. 8400 M2 22.81

9 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.) 389.7 M2 647.6

10 8.35 (b) Suggestive MoRTH 804 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. 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 prismatic 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 immediately 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 required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 410 Nos. 302.3

11 8.04 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/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 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 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 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.

(ii) 90 cm equilateral triangle 4 Nos. 6857.6

(viii) 60 cm circular 4 Nos. 6046.6

(xii) 60 cm x 45 cm rectangular 2 Nos. 5891.6

(xvi) 75 cm high octagon 2 Nos. 7990.6

Part-B Drain Size (600x1000)

18 3.13 (i) B 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 a nd utilising the remaining earth locally for road work. 1080 M3 104.2

19 9.06 A (i) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15, PCC Grade M15 using batching plant , transit mixer & Concrete pump 94.5 M3 6014.03

20 9.06 C Case -1 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications ,. RCC Grade M20 , RCC Grade M20 using batching plant , transit mixer & Concrete pump 480 M3 6589.86

21 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 0.999 MT 76529.73

22 11.18 Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. 0.000 Qtl 10464.8

RCC Divider(Part-C)

23 8.22 B (i) Reinforced Cement Concrete Crash Barrier Provision of an 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) M 25 grade concrete 300 M 3003.4

8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) 1110 M2 104.5

Add @ 1% Labour Cess

Add Seigniorage Charge 270358

Add @ 18% Goods & Service Tax (G.S.T.)

Permissible limit.

1 Estimated Cost :-

2 As per Letter no. 449(s) Dated 16.01.2020 Lower Permisiable Limit is deleted.

3 Name of the Contractor :-

4 Address of the Contractor :-

5 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, New Capital Road Division, Road Construction Department, Bihar, Patna

Note: The format / content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.

Bill of Quantity for Construction of Link Road from Veterinary College Road to Aryana Bhawn to BMP-5 Road under New Capital Road Division for the year 2026-27.

1 B.O.Q. Amount

2 Cost of B.O.Q. Rs. 10000 /- + Rs. 3540/- (BSEDC Processing Free)

3 Earnest Money 531000

4 Time of Completion 6 (Six) months

CONSTRUCTION WORK (Part-A)

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 3.06 Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m 2079 M3 108.2 Concrete

2 Exta Lead upto 4Km for disposal of unserviceble soil/materials etc as direction of E/I. 2079 M3 37.2 Non bituminous

3 4.01 (B) (v) Granular Sub-Base with Close graded Graded Material ( Table:- 400- 1) By Mix in Place Method (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.)for grading- V Material 630 M3 2824.12 Bituminous

4 4.14 (B) 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.) 1050 M3 3044.44 Earthwork

5 5.01 (A)(i) Prime Coat Providing and applying primer coat with SS1 grade 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. 4200 M2 77.57

6 5.04 (B) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 505 complete in all respects.Dense Graded Bituminous Macadam Grading-II 273 M3 16930.11

7 5.05 (B) Bituminous concrete Grading- 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. Grading- II 126 M2 19571.7

8 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 surface cleaned with mechanical broom. 8400 M2 22.81

9 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.) 389.7 M2 647.6

10 8.35 (b) Suggestive MoRTH 804 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. 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 prismatic 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 immediately 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 required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 410 Nos. 302.3

11 8.04 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/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 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 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 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.

(ii) 90 cm equilateral triangle 4 Nos. 6857.6

(viii) 60 cm circular 4 Nos. 6046.6

(xii) 60 cm x 45 cm rectangular 2 Nos. 5891.6

(xvi) 75 cm high octagon 2 Nos. 7990.6

Part-B Drain Size (600x1000)

18 3.13 (i) B 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 a nd utilising the remaining earth locally for road work. 1080 M3 104.2

19 9.06 A (i) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15, PCC Grade M15 using batching plant , transit mixer & Concrete pump 94.5 M3 6014.03

20 9.06 C Case -1 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications ,. RCC Grade M20 , RCC Grade M20 using batching plant , transit mixer & Concrete pump 480 M3 6589.86

21 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 0.999 MT 76529.73

22 11.18 Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. 0.000 Qtl 10464.8

RCC Divider(Part-C)

23 8.22 B (i) Reinforced Cement Concrete Crash Barrier Provision of an 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) M 25 grade concrete 300 M 3003.4

8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) 1110 M2 104.5

Add @ 1% Labour Cess

Add Seigniorage Charge 270358

Add @ 18% Goods & Service Tax (G.S.T.)

Permissible limit.

1 Estimated Cost :-

2 As per Letter no. 449(s) Dated 16.01.2020 Lower Permisiable Limit is deleted.

3 Name of the Contractor :-

4 Address of the Contractor :-

5 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, New Capital Road Division, Road Construction Department, Bihar, Patna

Note: The format / content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.