Re-Tender 01/2026-27/RCD/BIHARSHARIF

Technical Sheet

Name of Work IRQP work of left out portion Noorsarai to Silao Road (from Noorsarai to Begampur Ch. 0.00 km to 13.555) for the year 2026-27. Cost of Work as per BOQ(Rs in Lakhs) 0.63200 Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

A.A Sactioned Amount 683.97 Date of Sanction Dept Lt. No. 8043(S) Dt. 18.09.2025 Date of Tender 06.04.2026

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 Days 15.1 Bid validity periods In days

2 Bid Security (a ) online payment. Amount To be entered (Rs in Lakhs)

(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)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 14.01 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)

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) 350.05 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= 1.166

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 (Rs in Lakhs) in Last 5 years 0.800 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 4.5 (A) (c )

Earth work Cum 2156.7 Value to be entered in unit cum

P.C.C./ R.C.C. Cum 0.400 Value to be entered in unit cum

GSB/WMM Cum 2534.02 Value to be entered in unit cum

Bituminous(DGBM/BC/BM/SDBC/Mastic) Cum 0.800 Value to be entered in unit cum

7 Bidding Capacity: 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 in Lakhs 4.7

(a) Existing commitments and ongoing works 29 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted 30 Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required ( Rs. above 50 crore) Nos. Max. Age 4.5 (B) (a) Nos./ Max. Age

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

Front end Loader 1

Smooth Wheeled Roller 2

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic controls (Minimum 100-120 TPH Capacity) 1

Paver Finisher with Electronic Sensor 1

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty 1

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) 0

Paver finisher for laying WMM materials 1

Quality Control Equipment One Complete set 1

TOTAL = 15Nos.+1 Set

9 Key Personnel Personnel/Qualification/Contract Package Size ( Rs. 2 crore to 10 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 0

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

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

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 1

10 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). 0.800 4.2 (i) Amount To be entered (Rs in Lakhs)

11 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)

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 lacs) 175.02 4.2(ii)

15 Time of Completion 6 To be entered in months

16 Registration No.

17 I.T. & S.T. Registration & clearance Certificate

18 Labour License

19 NOC for Debar (If required)

20 Character Certificate as per NIT

Executive Engineer

R.C.D Road Division, Biharsharif

QUALIFICATION INFORMATION

The information to be filled in by the Bidder in the following pages will be used for purposes of post qualification as provided for in Clause 4 of the Instructions to Bidders. This information will not be incorporated in the Contract.

NAME OF THE CONTRACTOR

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

1.2 Total value of Civil Engineering construction work performed in the last five years** (in Rs. Million)

1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub- contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all oth

NAME OF THE CONTRACTOR

Project Name Name of the Employer* Description of work Contract No. Value of Contract (Rs. In Crore) Date of issue of work order Stipulated period of completion Actual date of completion* Remarks explaining reasons for delay & work completed)

* Attach certificate(s) from the Engineer(s)-in-Charge

** Immediately preceding the financial year in which bids are received.

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further

NAME OF THE CONTRACTOR

Year Name of the work Name of the Employer* Quantity of work performed (cum) @ Remarks

Earth Work P.C.C./ R.C.C. Brick Work Sand filling Remarks* (indicate contract Ref)

1.4 Information on Bid Capacity (works for which bids have been submitted and works which are yet to be completed) as on the date of this bid.

(A) Existing commitments and on-going works:

NAME OF THE CONTRACTOR

Description of works Place & State Contract No. Name & Address of Employer Value of Contract (Rs Cr) Stipulated Period of Completion Value of works* remaining to be completed (Rs Cr) Anticipated date of completion

* Attach certificate(s) from the Engineer(s)-in-Charge

The item of work for which data is requested should tally with that specified in ITB clause 4.5A ©

** Immediately preceding the financial year in which bids are received.

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

Description of works Place & State Name & Address of Employer Estimated value of works (Rs Cr) Stipulated period of completion Date when decision is expected Remarks, if any

1.5 Availability of key items of Contractor’s Equipment essential for carrying out the Works [Ref. Clause 4.5(B)(a)]. The Bidder should list all the information requested below. Refer also to Sub Clause 4.3 (d) of the Instruction to Bidders.

NAME OF THE CONTRACTOR

Description of works Requirement Availability proposals Remarks (from whom to be purchased)

No. Capacity Owned/Leased to be procured Nos./Capacity Age/ Condition

1.6 Qualifications and experience of key personnel required for administration and execution of the Contract [Ref. Clause 4.5(B)(b)]. Attach biographical data. Refer also to Sub Clause 4.3 (e) of instructions to Bidders and Sub Clause 9.1 of the Condition

NAME OF THE CONTRACTOR

Position Name Qualification Year of Experience (General) Years of experience in the proposed position

1.7 Proposed sub-contracts and firms involved. [Refer ITB Clause 4.3(k)]

NAME OF THE CONTRACTOR

Sanction of the works Value of Sub-contract Sub-contractor (Name & Address) Experience in similar work

Attach copies of certificates on possession of valid license for executing water supply/ sanitary work/ building electrification works [Reference Clause 4.5(d) & Clause 4.5(e)]

*1.8 Financial reports for the last five years: balance sheets, profit and loss statements, auditors' reports (in case of companies/corporation), etc. List them below and attach copies.

1.9 Evidence of access to financial resources to meet the qualification requirements: cash in hand, lines of credit, etc. List them below and attach copies of support documents.

1.10 Name, address and telephone, telex and fax numbers of the Bidders' bankers who may provide references if contacted by the Employer.

1.11Information on litigation history in which the Bidder is involved.

NAME OF THE CONTRACTOR

Other Party(ies) Employer Cause of Dispute Amount involved Remarks showing Present Status

1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the instructions to Bidders. (Name of Consultant engaged for project preparation is ** ........................ …………….............................)

Proposed work method and schedule. The Bidder should attach descriptions, drawings and charts as necessary to comply with the requirements of the Bidding documents. [Refer ITB Clause 4.1 & 4.3(1)]

1.15 Quality Assurance Programme

2 Additional Requirements

2.1 Bidders should provide any additional information required to fulfill the requirements of Clause 4 of the Instructions to the Bidders, if applicable.

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

*** Delete, if prequalification has not been carried out.

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Document attached

1 BIDSECURITY PHOTO COPY

2 LAST 5 YEARS ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS

4 QUANTITY OF WORK (E/W, GSB, WMM, BITUMINOUS WORK, PCCetc) EXECUTED DURING LAST 5 YEARS)

5 BALANCE VALUE OF ON GOING WORKS

6 EXISTING COMMITMENTS

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES

10 LITIGATION HISTORY

11 PLANT and MACHINARIES

12 KEY PERSONNEL

13 Registration

14 Power of Attoney

15 Legal Status Of Bidder

16 PROGRAMME Of CONSTRUCTION

17 LABOUR LICENSE

18 CHARACTER CERTIFICATE

19 IT & ST REGISTRATION and CLEARANCE CERTIFICATE

20 NOC FOR DEBAR

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

BILL OF QUANTITY

IRQP work of leftout portion from Noorsarai to Silao Road (From Noorsarai to Begampur CH.0+00KM to CH. 13+555KM) for the year 2026-27.

B.O.Q. Amount Rs. 70,011,113.00

Cost of B.O.Q. 1.Cost of B.O.Q- Rs 10000.00 2. Bid Processing fee - Rs 5900.00

Bid Processing Fee Rs. 5900/-

Earnest Money Rs. 14,01,000/- 1400222.26

Time of Completion 06 (Six) months

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

1/13.01 Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications 6.896 cum 7231.92 49871.00

2/13.03 Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications 77.96 sqm 157.46 12276.00

3/8.08 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) 266.16 sqm 103.60 27574.00

4/2.03 (i)A Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.. 1.735 Hect 27458.80 47641.00

5/3.15(ii) 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. By Mechanaical Means using Motor Grader 6022.50 m2 9.20 55407.00

6/4.01B(v) Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 995.09 m3 2410.43 2398595.00

7/6.02 Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 or as per Design Mix, possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, 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 3234.845 m3 7038.60 22768780.00

8/4.14(B) Wet Mix Macadam (Plant Mix Method):- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density 1538.93 m3 2611.09 4018285.00

9/5.01 A (i) Prime Coat over WMM:- 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. 6155.72 m2 48.18 296583.00

10/5.02(i) Tack Coat on Bituminous surface:-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. 12311.44 m2 14.44 177777.00

11/5.04 (B) Dense graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects. 400.12 m3 12351.70 4942162.00

12/5.05 (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. 184.672 m3 14001.80 2585740.00

13/8.13 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.) 1069.20 m2 647.60 692414.00

14/10.02 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. 17346.00 m2 96.60 1675624.00

15/8.35 (B) 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. 802.00 Nos. 302.10 242284.00

16/8.04A 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.

(x) 80 cm x 60cm Rectangular 20 Nos 8147.50 162950.00

(iv) 60 cm Equilateral Triangle 25 Nos 4283.40 107085.00

(viii) 60 cm Circular 6 Nos 5798.00 34788.00

(xii) 60 cm x 45cm Rectangular 8 Nos 5643.00 45144.00

17/8.06 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 two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain 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. ` 7.56 m2 15634.70 118198.00

18/8.14 Kilometre Stone (Reinforced cement concreteM15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th K.M Stone 3 Nos 4078.80 12236.00

(ii) Ordinary KM stone 5 Nos 2333.70 11669.00

19/9.01 Excavation for strucutres Rs. 40,483,083.00

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.

I Ordinary soil

B (i) Mechanical Means( Depth upto 3 m ) 2156.70 cum 121.40 261823.00

20/9.06 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

A PCC Grade M15

Case-I PCC Grade M15 using batching plant , transit mixer & Concrete pump 212.03 cum 5709.55 1210596.00

21/9.06 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

C RCC Grade M20

Case I RCC Grade M20 using batching plant , transit mixer & Concrete pump 1541.496 cum 6265.14 9657688.00

22/9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 100.08 MT 62551.33 6260137.00

Total (A) Rs. 57873327.00

Add 1% LWC On "A" 578733.00

Add Seigniorage Fee 879392.00

Sub-Total (B) 59331452.00

Grand Total Rs. 70011113.00

Technical Sheet

Name of Work IRQP work of left out portion Noorsarai to Silao Road (from Noorsarai to Begampur Ch. 0.00 km to 13.555) for the year 2026-27. Cost of Work as per BOQ(Rs in Lakhs) 0.63200 Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

A.A Sactioned Amount 683.97 Date of Sanction Dept Lt. No. 8043(S) Dt. 18.09.2025 Date of Tender 06.04.2026

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 Days 15.1 Bid validity periods In days

2 Bid Security (a ) online payment. Amount To be entered (Rs in Lakhs)

(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)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 14.01 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)

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) 350.05 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= 1.166

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 (Rs in Lakhs) in Last 5 years 0.800 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 4.5 (A) (c )

Earth work Cum 2156.7 Value to be entered in unit cum

P.C.C./ R.C.C. Cum 0.400 Value to be entered in unit cum

GSB/WMM Cum 2534.02 Value to be entered in unit cum

Bituminous(DGBM/BC/BM/SDBC/Mastic) Cum 0.800 Value to be entered in unit cum

7 Bidding Capacity: 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 in Lakhs 4.7

(a) Existing commitments and ongoing works 29 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted 30 Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required ( Rs. above 50 crore) Nos. Max. Age 4.5 (B) (a) Nos./ Max. Age

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

Front end Loader 1

Smooth Wheeled Roller 2

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic controls (Minimum 100-120 TPH Capacity) 1

Paver Finisher with Electronic Sensor 1

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty 1

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) 0

Paver finisher for laying WMM materials 1

Quality Control Equipment One Complete set 1

TOTAL = 15Nos.+1 Set

9 Key Personnel Personnel/Qualification/Contract Package Size ( Rs. 2 crore to 10 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 0

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

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

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 1

10 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). 0.800 4.2 (i) Amount To be entered (Rs in Lakhs)

11 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)

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 lacs) 175.02 4.2(ii)

15 Time of Completion 6 To be entered in months

16 Registration No.

17 I.T. & S.T. Registration & clearance Certificate

18 Labour License

19 NOC for Debar (If required)

20 Character Certificate as per NIT

Executive Engineer

R.C.D Road Division, Biharsharif

QUALIFICATION INFORMATION

The information to be filled in by the Bidder in the following pages will be used for purposes of post qualification as provided for in Clause 4 of the Instructions to Bidders. This information will not be incorporated in the Contract.

NAME OF THE CONTRACTOR

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

1.2 Total value of Civil Engineering construction work performed in the last five years** (in Rs. Million)

1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub- contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all oth

NAME OF THE CONTRACTOR

Project Name Name of the Employer* Description of work Contract No. Value of Contract (Rs. In Crore) Date of issue of work order Stipulated period of completion Actual date of completion* Remarks explaining reasons for delay & work completed)

* Attach certificate(s) from the Engineer(s)-in-Charge

** Immediately preceding the financial year in which bids are received.

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further

NAME OF THE CONTRACTOR

Year Name of the work Name of the Employer* Quantity of work performed (cum) @ Remarks

Earth Work P.C.C./ R.C.C. Brick Work Sand filling Remarks* (indicate contract Ref)

1.4 Information on Bid Capacity (works for which bids have been submitted and works which are yet to be completed) as on the date of this bid.

(A) Existing commitments and on-going works:

NAME OF THE CONTRACTOR

Description of works Place & State Contract No. Name & Address of Employer Value of Contract (Rs Cr) Stipulated Period of Completion Value of works* remaining to be completed (Rs Cr) Anticipated date of completion

* Attach certificate(s) from the Engineer(s)-in-Charge

The item of work for which data is requested should tally with that specified in ITB clause 4.5A ©

** Immediately preceding the financial year in which bids are received.

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

Description of works Place & State Name & Address of Employer Estimated value of works (Rs Cr) Stipulated period of completion Date when decision is expected Remarks, if any

1.5 Availability of key items of Contractor’s Equipment essential for carrying out the Works [Ref. Clause 4.5(B)(a)]. The Bidder should list all the information requested below. Refer also to Sub Clause 4.3 (d) of the Instruction to Bidders.

NAME OF THE CONTRACTOR

Description of works Requirement Availability proposals Remarks (from whom to be purchased)

No. Capacity Owned/Leased to be procured Nos./Capacity Age/ Condition

1.6 Qualifications and experience of key personnel required for administration and execution of the Contract [Ref. Clause 4.5(B)(b)]. Attach biographical data. Refer also to Sub Clause 4.3 (e) of instructions to Bidders and Sub Clause 9.1 of the Condition

NAME OF THE CONTRACTOR

Position Name Qualification Year of Experience (General) Years of experience in the proposed position

1.7 Proposed sub-contracts and firms involved. [Refer ITB Clause 4.3(k)]

NAME OF THE CONTRACTOR

Sanction of the works Value of Sub-contract Sub-contractor (Name & Address) Experience in similar work

Attach copies of certificates on possession of valid license for executing water supply/ sanitary work/ building electrification works [Reference Clause 4.5(d) & Clause 4.5(e)]

*1.8 Financial reports for the last five years: balance sheets, profit and loss statements, auditors' reports (in case of companies/corporation), etc. List them below and attach copies.

1.9 Evidence of access to financial resources to meet the qualification requirements: cash in hand, lines of credit, etc. List them below and attach copies of support documents.

1.10 Name, address and telephone, telex and fax numbers of the Bidders' bankers who may provide references if contacted by the Employer.

1.11Information on litigation history in which the Bidder is involved.

NAME OF THE CONTRACTOR

Other Party(ies) Employer Cause of Dispute Amount involved Remarks showing Present Status

1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the instructions to Bidders. (Name of Consultant engaged for project preparation is ** ........................ …………….............................)

Proposed work method and schedule. The Bidder should attach descriptions, drawings and charts as necessary to comply with the requirements of the Bidding documents. [Refer ITB Clause 4.1 & 4.3(1)]

1.15 Quality Assurance Programme

2 Additional Requirements

2.1 Bidders should provide any additional information required to fulfill the requirements of Clause 4 of the Instructions to the Bidders, if applicable.

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

*** Delete, if prequalification has not been carried out.

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Document attached

1 BIDSECURITY PHOTO COPY

2 LAST 5 YEARS ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS

4 QUANTITY OF WORK (E/W, GSB, WMM, BITUMINOUS WORK, PCCetc) EXECUTED DURING LAST 5 YEARS)

5 BALANCE VALUE OF ON GOING WORKS

6 EXISTING COMMITMENTS

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES

10 LITIGATION HISTORY

11 PLANT and MACHINARIES

12 KEY PERSONNEL

13 Registration

14 Power of Attoney

15 Legal Status Of Bidder

16 PROGRAMME Of CONSTRUCTION

17 LABOUR LICENSE

18 CHARACTER CERTIFICATE

19 IT & ST REGISTRATION and CLEARANCE CERTIFICATE

20 NOC FOR DEBAR

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

BILL OF QUANTITY

IRQP work of leftout portion from Noorsarai to Silao Road (From Noorsarai to Begampur CH.0+00KM to CH. 13+555KM) for the year 2026-27.

B.O.Q. Amount Rs. 70,011,113.00

Cost of B.O.Q. 1.Cost of B.O.Q- Rs 10000.00 2. Bid Processing fee - Rs 5900.00

Bid Processing Fee Rs. 5900/-

Earnest Money Rs. 14,01,000/- 1400222.26

Time of Completion 06 (Six) months

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

1/13.01 Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications 6.896 cum 7231.92 49871.00

2/13.03 Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications 77.96 sqm 157.46 12276.00

3/8.08 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) 266.16 sqm 103.60 27574.00

4/2.03 (i)A Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.. 1.735 Hect 27458.80 47641.00

5/3.15(ii) 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. By Mechanaical Means using Motor Grader 6022.50 m2 9.20 55407.00

6/4.01B(v) Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 995.09 m3 2410.43 2398595.00

7/6.02 Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 or as per Design Mix, possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, 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 3234.845 m3 7038.60 22768780.00

8/4.14(B) Wet Mix Macadam (Plant Mix Method):- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density 1538.93 m3 2611.09 4018285.00

9/5.01 A (i) Prime Coat over WMM:- 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. 6155.72 m2 48.18 296583.00

10/5.02(i) Tack Coat on Bituminous surface:-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. 12311.44 m2 14.44 177777.00

11/5.04 (B) Dense graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects. 400.12 m3 12351.70 4942162.00

12/5.05 (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. 184.672 m3 14001.80 2585740.00

13/8.13 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.) 1069.20 m2 647.60 692414.00

14/10.02 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. 17346.00 m2 96.60 1675624.00

15/8.35 (B) 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. 802.00 Nos. 302.10 242284.00

16/8.04A 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.

(x) 80 cm x 60cm Rectangular 20 Nos 8147.50 162950.00

(iv) 60 cm Equilateral Triangle 25 Nos 4283.40 107085.00

(viii) 60 cm Circular 6 Nos 5798.00 34788.00

(xii) 60 cm x 45cm Rectangular 8 Nos 5643.00 45144.00

17/8.06 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 two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain 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. ` 7.56 m2 15634.70 118198.00

18/8.14 Kilometre Stone (Reinforced cement concreteM15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th K.M Stone 3 Nos 4078.80 12236.00

(ii) Ordinary KM stone 5 Nos 2333.70 11669.00

19/9.01 Excavation for strucutres Rs. 40,483,083.00

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.

I Ordinary soil

B (i) Mechanical Means( Depth upto 3 m ) 2156.70 cum 121.40 261823.00

20/9.06 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

A PCC Grade M15

Case-I PCC Grade M15 using batching plant , transit mixer & Concrete pump 212.03 cum 5709.55 1210596.00

21/9.06 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

C RCC Grade M20

Case I RCC Grade M20 using batching plant , transit mixer & Concrete pump 1541.496 cum 6265.14 9657688.00

22/9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 100.08 MT 62551.33 6260137.00

Total (A) Rs. 57873327.00

Add 1% LWC On "A" 578733.00

Add Seigniorage Fee 879392.00

Sub-Total (B) 59331452.00

Grand Total Rs. 70011113.00

Name of work:- Widening, Strengthening and Construction of NH-31 Araut to Kornama, Kashmirichak, Salehpur Road under road division Biharsharif for the year 2020-21

BILL OF QUANTITY 04 (1/22/0BOX CULVERT)

Sl.No. Item No. Description Unit No Length Breadth Depth Qty. Rate Amount

4.01 12.1(b)(i) 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

(a) For Base slab 1 12 3.8 0.68

( e ) For Curtain Wall

(f) For Floor Apron U/S & D/S 2 (7.4+2)/2 2.7 0.45

(g) For Flexible Apron

12.8 A Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC-M15) Cum

(a) Below base slab of structure 1 9.76 3.8 0.15

(e ) For Below approach slab 2 12.2 3.6 0.15

(f) Below base slab of structure

(g) For Apron (Page No-37) 3.8

(i) For Curtain Wall (Page No-37)

(i) Under Curtain Wall 3.7

(ii) Curtain Wall 24.8

13.5 B (p) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (PCC- M20) Cum

For Wing and Return Wall (Page N0-45) Total Qty. 47.1

13.5 E (p) Case-1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (RCC- M20) Cum

For Box Culvert (Page No-11) Total Qty. 54

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum

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

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

As per Drawings page no-11 Total Qty. 3.458

14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence 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. M

15.8A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Cum

As per Drawing page no-37 Total Qty. 3.8

15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum

As per Drawing page no-37 Total Qty. 49.9

14.9 Drainage Spouts complete as per drawing and Technical specification Nos

13.8 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

Box Culvert 2 10 2

13.1 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. Cum

Behind box structures 2 12 0.6 1.7

Behind wing wall 4 3.818 (2.05+0.5)/2 0.6

13.9 (B)(i) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Cum

Less filter media (-)

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

14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) Sqm

3.16 (i) Embankment Construction with Material Obtained from Borrow Pits (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) Cum

4.2(i) 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) Cum

Name of work:- Widening, Strengthening and Construction of NH-31 Araut to Kornama, Kashmirichak, Salehpur Road under road division Biharsharif for the year 2020-21

BILL OF QUANTITY 04 (2/33/0BOX CULVERT)

Sl.No. Item No. Description Unit No Length Breadth Depth Qty. Rate Amount

4.01 12.1(b)(i) 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

(a) For Base slab 1 12 7.99 0.75

( e ) For Curtain Wall

(f) For Floor Apron U/S & D/S 2 (12.88+6.35)/2 4.94 0.45

(g) For Flexible Apron

12.8 A Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC-M15) Cum

(a) Below base slab of structure 1 9.9 7.99 0.15

(e ) For Below approach slab 2 12 3.5 0.15

(f) Below base slab of structure

(g) For Apron (Page No-37) 50.2

(i) For Curtain Wall (Page No-37)

(i) Under Curtain Wall 8.2

(ii) Curtain Wall 54.6

13.5 B (p) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (PCC- M20) Cum

For Wing and Return Wall (Page N0-45) Total Qty. 108.83

13.5 E (p) Case-1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (RCC- M20) Cum

For Box Culvert (Page No-11) Total Qty. 144

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum

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

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

As per Drawings page no-11 Total Qty. 9.985

14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence 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. M

15.8A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Cum

As per Drawing page no-37 Total Qty. 16.7

15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum

As per Drawing page no-37 Total Qty. 109.5

14.9 Drainage Spouts complete as per drawing and Technical specification Nos

13.8 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

Box Culvert 2 10 2

13.1 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. Cum

Behind box structures 2 12 0.6 2.7

Behind wing wall 4 6.985 (2.05+0.5)/2 0.6

13.9 (B)(i) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Cum

Less filter media (-)

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

14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) Sqm

3.16 (i) Embankment Construction with Material Obtained from Borrow Pits (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) Cum

4.2(i) 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) Cum

Sl.No. Name of materials Quantity Unit Rate Amount

1 Rail pole 105 lbs 13 Meter 12 Nos. 35183.06 3

2 Support Clamp for Rail Pole 12 Pair 148.75

3 PSC Pole 400 kg.(9 Meter/8Meter) 547 Nos. 6000

4 11 KV "V" Cross Arm with B/C 445 Nos. 772

5 11 KV Top Bracket with B/C 445 Nos. 193.36

6 11 KV Disc insulator with fitting 123 Nos. 518.4

7 12 KV Pin insulator with fitting 1335 Nos. 137.16

8 Stay Set with GI Stay wire 123 Nos. 1270

9 Stay clamp 123 Nos. 204

10 ACSR Dog Conductor 42 KM 74618.58

11 ACSR Rabbit Conductor 5 KM 38291.62

12 ACSR Weasel Conductor 15 KM 22935

13 LT Bracket 102 Nos. 391.43

14 Clamp for LT Bracket 102 Nos. 85

15 LT Shackle Insulator with strip 408 Nos. 60

16 11 KV DP Channel 41 Set 2115.08

17 Support Clamp for DP Channel 41 Pair 103.83

18 11 KV Cross Bracing 41 Nos. 2116.8

19 Back Clamp for cross Bracing 164 Nos. 238

20 Guard Bracket 126 Set 1174.7

21 Back Clamp for Guard Bracket 126 Pair 374

22 Tapping Channel with Supporting Clamp 41 Set 2904.45

23 Earthing Materials 12 Nos. 1508

24 GI Wire No. 8 SWG 2534 KG 65.18

25 Nuts and Bolts 2451 KG 78

26 PG Clamps 335 Nos. 118.35

27 Cement 24 Packet 325

28 Sand 240 CFT 40

29 Stone chips 240 CFT 70

30 Danger Board 104 Nos. 72

31 Aluminium Paint 12 Ltr. 325

32 Red Oxide 12 Ltr. 156

Add 2% Contengincy Charge

Transportation Charge (4%)

10 % Labour Cost

Dept. Supervision Charge(2.5%)

GST @ Supervision charge

1 PSC Pole 400 Kg (9Meter/ 8 Meter) 245 Nos. 6000 5

2 Stay set with GI Stay wire 32 Nos. 1270

3 Stay Clamp 32 Nos. 204

4 AB Cabble 12 KM 284000

5 Dead end Clamp 245 Nos. 97.89

6 Steel Strip 245 Nos. 833

7 SMDB 195 Nos. 2063

Add 2% Contengincy Charge

Transportation Charge (4%)

10 % Labour Cost

Dept. Supervision Charge(2.5%)

GST @ 18 Supervision charge

S.No. Name of meterials Units Qty. Rate Amount 4

1 PSC Pole 400kg. (9 Meter/8 Meter) Nos 24 6000

2 11 KV Disc insulator with Fitting Nos 36 518.4

3 11 KV Pin insulator with Fitting Nos 25 137.16

4 Stay set with GI Stay wire Nos 48 1270

5 Stay clamp Nos 48 204

6 ACSR Rabbit Conductor km 1.5 38241.62

7 LT Pin Insulator with Fitting Nos 96 137.16

8 11 KV AB Switch 200 Amp set 12 10290

9 HG Fuse set with 11 KV Insulator set 12 3484

10 M/S Channel 100x60x6 mm for transformer Base & AB Switch Base set 24 3338.4

11 M/S Channel for HG Fuse set set 12 3112.88

12 63 KVA Transformer Nos 5 89217

13 100 KVA Transformer Nos 7 125918.95

14 Tranformer Belting pair 12 1826.39

15 LT Bracket for LT Bus Bar with B/C Nos 24 391.43

16 Lightning Arrestor Nos 12 1101.6

17 Earthing Materials Nos 36 1508

18 GI Wire No. 8 SWG kg 24 65.18

19 Nuts & Bolts kg 480 78

20 Danger Bord Nos 24 72

Add 2% Contengincy Charge 41145

Transportation Charge (4%) 82291

10 % Labour Cost 205728

1% Labour Cess 20572.8

Dept. Supervision Charge(2.5%)

GST @ 18 Supervision charge

S.No. Name of meterials Units 11KV Line LT Line DSS Total Qty. Rate Amount

1 Rail pole 105 lbs 13 Meter Nos 10 0 0 10 35183.06

2 PSC Pole 200kg. (9 Meter/8 Meter) Nos 350 285 24 659 3232

3 11 KV 'V' Cross Arm with B/C Nos 360 0 18 378 772

4 11 KV Top Bracket with B/C Nos 360 0 18 378 193.36

5 11 KV Disc insulator with Fitting Nos 66 0 36 102 518.4

6 11 KV Pin Insulator with Fitting Nos 1080 0 36 1116 137.16

7 LT Pin Insulator Nos 0 210 76 286 62

8 ACSR Rabbit Conductor km 33 0 1 34 38291.62

9 ACSR Weasel Conductor km 9 10 0 19 22934.67

10 AB Cable meter 0 9 0 9 284000

11 63 KVA Transformer Nos 0 5 5 89217

12 100 KVA Transformer Nos 0 7 7 125218.95

13 M/S Channel 100x60x6 mm for transformer Base & AB Switch Base Nos 12 12 3338.4

14 M/S Channel for HG Fuse Set 12 12 3112.88

16 DP Channel pair 44 0 24 68 2115.08

17 Support Clamp for DP Channel pair 44 0 24 68 148.75

Add 2% Contengincy Charge

Transportation Charge (4%)

10 % Labour Cost

Dept. Supervision Charge(2.5%)

GST @ 18 Supervision charge

Sl.No. Particulars of Work Cost of Work In INR Supervision Cost of Works assessed by NBPDCL Amount Payable to NBPDCL towards Supervision Amount Payable to NBPDCL towards GST Toatl Amount

Shifting of Erection and Dismentaling

11 KV & LT Line Part-II

Dismentaling Relevent 779556 -140320

Permissible Limit

IRQP work of left out portion Noorsarai to Silao Road (from Noorsarai to Begampur Ch. 0.00 km to 13.555) for the year 2026-27.

1 Estimated cost (in Rs.) :- Rs. 7,00,11,113.00

2 Cost of Govt. Material :- NIL

3 Name of the Contractor :-

4 Address of the Contractor :-

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

6 Earnest Money Deposited vide :-

7 Time of Completion :-

8 Registration No. :-

Signature of Contractor

Note:- As per letter no. 4439 € We Date 17.07.2023 Permissible limit is deleted (Letter attached) Executive Engineer Road Division, Biharsharif

BILL OF QUANTITY

IRQP work of leftout portion from Noorsarai to Silao Road (From Noorsarai to Begampur CH.0+00KM to CH. 13+555KM) for the year 2026-27.

B.O.Q. Amount Rs. 70,011,113.00

Cost of B.O.Q. 1.Cost of B.O.Q- Rs 10000.00 2. Bid Processing fee - Rs 5900.00

Bid Processing Fee Rs. 5900/-

Earnest Money Rs. 14,01,000/- 1400222.26

Time of Completion 06 (Six) months

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

1/13.01 Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications 6.896 cum 7231.92 49871.00

2/13.03 Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications 77.96 sqm 157.46 12276.00

3/8.08 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) 266.16 sqm 103.60 27574.00

4/2.03 (i)A Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.. 1.735 Hect 27458.80 47641.00

5/3.15(ii) 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. By Mechanaical Means using Motor Grader 6022.50 m2 9.20 55407.00

6/4.01B(v) Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 995.09 m3 2410.43 2398595.00

7/6.02 Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 or as per Design Mix, possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, 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 3234.845 m3 7038.60 22768780.00

8/4.14(B) Wet Mix Macadam (Plant Mix Method):- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density 1538.93 m3 2611.09 4018285.00

9/5.01 A (i) Prime Coat over WMM:- 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. 6155.72 m2 48.18 296583.00

10/5.02(i) Tack Coat on Bituminous surface:-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. 12311.44 m2 14.44 177777.00

11/5.04 (B) Dense graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects. 400.12 m3 12351.70 4942162.00

12/5.05 (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. 184.672 m3 14001.80 2585740.00

13/8.13 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.) 1069.20 m2 647.60 692414.00

14/10.02 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. 17346.00 m2 96.60 1675624.00

15/8.35 (B) 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. 802.00 Nos. 302.10 242284.00

16/8.04A 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.

(x) 80 cm x 60cm Rectangular 20 Nos 8147.50 162950.00

(iv) 60 cm Equilateral Triangle 25 Nos 4283.40 107085.00

(viii) 60 cm Circular 6 Nos 5798.00 34788.00

(xii) 60 cm x 45cm Rectangular 8 Nos 5643.00 45144.00

17/8.06 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 two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain 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. ` 7.56 m2 15634.70 118198.00

18/8.14 Kilometre Stone (Reinforced cement concreteM15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th K.M Stone 3 Nos 4078.80 12236.00

(ii) Ordinary KM stone 5 Nos 2333.70 11669.00

19/9.01 Excavation for strucutres Rs. 40,483,083.00

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.

I Ordinary soil

B (i) Mechanical Means( Depth upto 3 m ) 2156.70 cum 121.40 261823.00

20/9.06 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

A PCC Grade M15

Case-I PCC Grade M15 using batching plant , transit mixer & Concrete pump 212.03 cum 5709.55 1210596.00

21/9.06 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

C RCC Grade M20

Case I RCC Grade M20 using batching plant , transit mixer & Concrete pump 1541.496 cum 6265.14 9657688.00

22/9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 100.08 MT 62551.33 6260137.00

Total (A) Rs. 57873327.00

Add 1% LWC On "A" 578733.00

Add Seigniorage Fee 879392.00

Sub-Total (B) 59331452.00

Grand Total Rs. 70011113.00