Improvement of Approach Road to Buxar Engineering college for the year 2025-26.

Technical Sheet

Name of Work Improvement of Approach Road to Buxar Engineering college under Road Division, Buxar For the year 2025-26. Cost of Work as per BOQ(Rs in Lakhs) 0.61600 Time of Completion in months 3 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount(A.A) 468.65 Lakh Date of Sanction 25.09.2025 Date of Tender 11.09.2026

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 (D) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. 16.1 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 8.75 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 cost (Rs in Lakhs) 4.5(A) (a)

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

Escalation Factor= 1.36

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

Escalation Factor= 1.26

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

Escalation Factor= 1.17

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 (Rs in Lakhs) Amount To be entered (Rs in Lakhs)

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

• Non Bituminous Sub –bases and Bases(GSB,WBM,WMM) (MoRTH Specification Sections 400) cum 4169.02 Value to be entered in unit cum

• Earthwork in both excavation and embankement combined Quantity .......M3 cum 11338.66 Value to be entered in unit cum

• Concrete works (MORTH Specification Section 1703 all grades cum 0.399 Value to be entered in unit cum

• Bituminous Treatment (BM, DBM, BC, SDBC) (MORTH Specification Sections 500 & 500) – cum 801 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 civil Engineering work executed in any one yr during last 5 yrs.(Updated to the priceleavel of the year indicated in Appendix)Taking into account the completed as well works in progress. N= Nos of years for completion of works for which bids are invited.. B=Value(updated to the price of the year indicated in Appendix) of existing commitments & ongoing works to be completed during the next (period of completion of the 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 Nos. Max. Age 4.5(B) (a) Nos./ Max. Age

Motor Grader 1 Life of machine minus two year or five year whichever is more as on 11.09.2026

Front end Loader 0

Smooth Wheeled Roller 1

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic Controls. 1

Paver Finisher 1

Bitumen Sprayer 1

Tandem Roller 0

Concrete Mixer with Integral Weigh Batching Facility 1

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

Paver Finisher for laying WMM material 0

Quality Control Equipment One Complete set 1 set

TOTAL = 8+1 set

9 Key Personnel List of key personel to be deployed on contract work 4.5(B) (b) Name of the Personnel and Experince in years

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

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

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

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

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

Survey Engineer-B.E Civil+3 Years Exp or Diploma in Civil +5 Years Exppeience.

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). 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.(Rs in Lakh) 4.2(ii)

15 Time of Completion To be entered in months

16 Registration No.

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

18 NOC for Debar (If required)

19 Character Certificate As per department letter no 2033 (E) dated - 11.04.2022

20 Utility Shifting Licence/Agreement Regarding Electrical Utility Shifting Work( as per Lt. No.-5446 (E) Dated-25.09.2017

Executive Engineer Road Division, Buxar.

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

Cement Concrete (including RCC & PCC) Masonry Earth works WBM WMM Bituminous Work 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. Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properl 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

FINANCIAL SHEET

Name of work :- Improvement of Approach Road to Buxar Engineering college for the year 2025-26.

2 Earnest Money- 875000

3 Cost Of BOQ- Cost of B.O.Q- Rs. 10,000.00 to be paid through online mode i.e. Internet payment gateway (Credit/Debit card)/ net banking NEFT/RTGS.

4 Bid Processing Fee Bid Processing fee - Amount Rs. 11,800.00 to be paid only through online mode i.e. Internet payment Gateway (Credit/Debit card) / net banking NEFT / RTGS.

5 Time of Completion 03 Months

Sl. No Item No Description of Item Unit Quantity Rate Amount (`)

1 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.

Ordinary Soil Mechanical Means (Depth upto 3 m) Cum 446 104.2

2 2.05 (ii) A Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately

By Mechanical means (Bituminous courses) Cum 45 518.1

3 4.01 B (v) 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

Grade-V Material Cum 3726.97

4 4.14 B 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. Cum 1112.5 3990.21

5 5.01 A (i) 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. Sqm 4450 78.09

6 5.02 (i) 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. Sqm 8900 22.96

7 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 @4.5 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.complete in all respects. Cum 267 17948.36

8 5.05 B 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. Cum 133.5 20618.73

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. Sqm 231 647.6

10 8.35 (b) Suggestive 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. Each 333 302.3

11 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) Sqm 8.64 16389.12

12 8.04 B Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(ii) 90 cm equilateral triangle Each 1 7128.96

(x) 80 cm x 60 cm rectangular Each 3 8667.46

13 8.14 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(ii) 5th kilometre stone (precast) Each 2 4221.7

14 3.16 Construction of Embankment with approved material obtained from Borrow pits 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. m3 4296 214.9

15 15.01 I B (i) Earth work in excavation of foundation of structures as per drawing and technical specifications, 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. m3 0.000 130.4

16 15.11 A Case II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.

PCC Grade M15 m3 0.000 7567.79

17 15.11 B Case II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.

PCC Grade M20 m3 47.1 8215.93

18 15.11 C Case ll 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 & manual placing m3 72 8239.3

19 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. m3 2.9 14204.66

20 14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 5.2 2221.93

21 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications MT 0.000 82333.82

22 15.17 Drainage spouts complete as per Drawing and Technical Specifications. Nos. 4 1063.1

23 15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H 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. m3 0.999 3729.87

24 15.23 B Back filling behind abutment, wing wall and return wall complete as per dwawing and technical specification. Sandy Material cum 0.999 983.12

25 15.14 Providing weep holes in Brick masonary/ 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 face. Complete as per drawing and Technical specifications. Nos. 60 153.4

26 15.21 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 sqm. Sqm 21.12 128.5

27 9.01 I B (i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. m3 780 121.7

30 9.02 Sand Filling in Foundation Trenches as per Drawing & Technical Specification m3 117 414.62

31 9.06 A Case-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

PCC Grade M20 using batching plant, transit mixer & manual placing m3 156 7209.79

32 9.06 C Case-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .

RCC Grade M20 using batching plant, transit mixer & manual placing m3 828 7839.5

33 9.07 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 74.52 76548.42

34 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) Sqm 2100 104.5

35 M-324 Paver Block (Excluding GST) m2 3390 987.97

Sub Total (A) Rs.

Add 1% L. Cess (A)

Add Seigniorage Fee 400897

Sub Total (B) Rs.

Add 18% GST on (B)

Grand Total Rs.

Permissible Limit.

1 Estimated cost :- Rs.-

2 Cost of Govt. Material :- Rs.- NIL (B)

3 Name of the Contractor :-

4 Address of the Contractor :-

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

Executive Engineer Road Division, Buxar