Repair and Rehabilitation Of ROB Sultanganj in 1st Km of Sultanganj Tarapur Road (SH-22) in the District of Bhagalpur

TECHNICAL BID SHEET

Tender No. 615 Date 08.07.2026

Name of Work Repair and Rehabilitation Of ROB Sultanganj in 1st Km of Sultanganj Tarapur Road (SH-22) in the District of Bhagalpur

Name of Circle Woks Circle-2 Period of Bid Validity 180 days Name of Division Works Division - Bhagalpur

Estimated Cost Rs.(in Lacs) 558.87 Cost of Bid Document (in Rs.) 10000 EMD 11.17 Lacs

Time of Completion in Months 06 Months Sale of Document From– 25.07.2026(10:00 Hrs.) to 01.08.2026 (15:00 Hrs.) (www.eproc2.bihar.gov.in) Last Date and Time of Submission of Bid 03.08.2026 upto 15:00 Hrs. (www.eproc2.bihar.gov.in)

Pre Bid Meeting Date & Place 28-07-2026 15.00 Hrs. (Meeting Hall of BRPNNL 7, Sardar Patel Marg, Patna – 800015) Date of Submission of Hard Copy Cost Of BOQ & EMD e.t.c. 05.08.2026 upto 15:00 Hrs. at BRPNNL Office, Bhagalpur/Circle-2, Patna.

1 Name of the Bidder

(i) Legal Status of Bidder.

(ii) Place of Registration (of Firm/ Company)

(iii) Address of the Bidder

(iv) Power of attorney of signatory Bid

2 Name of the Organisation/ Department/ Goverment with whom registered

3 Registration No. and Class

4 Bid Security (A) online Payment Gateway

(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).should be valid for a period 165 days from last date of Bid Validity .

5 Income Tax PAN/TAN

6 GST/Sale Tax (VAT) Registration Certificate

7 Last 5 years Audited and signed by C.A. Turn Over 2021-22

8 Bid Capacity (AxNx3)-B Where A = Maximum value of civil engineering work executed in any one year of last five(5) years, N = No. of years prescribed for completion of work, B = value of exsiting commitments.

9 Experience for completion of one Similar Nature of the Bridge as prime contractor/ sub contractor certificate issued by Government / Govt. undertaking in last five financial years.

Details of Work done in Last Five Years

9(i) RCC Pile Work (1000/1200 mm dia.) Or - In any of the Last Five Years ( not less then 50% of the tender value in any one year during the last five years)

Well (6m/7m/8m dia and above) (1.0 m well sinking will be equivalent to 4.0m-1200/1000 mm piling) -

9(ii) Concrete Work (RCC/PQC/PSC) 10.58

9(iii) Earth Work -

9(iv) Non-Bituminous Work (GSB/WMM) -

9(v) Bituminous Work (DBM/BM/BC/SDBC) 31.88 m3

9(vi) Bed/Slope Protection work -

10 Availability of Key Items of Contractor's Equipment

Registration with Employee Provident Fund

10(a) Motor Grader 1 5

10(b) Dozer 0 5

10(c) Front end Loader 2 5

10(d) Smooth Wheeled Roller 1 5

10(e) Vibratory Roller 1 5

10(f) Fully Computerized Hot Mix Plant with Electronic Controls 1 (Min 100-120 TPH capacity) 5

10(g) Paver Finisher with Electronic Sensor 1 5

10(h) Water Tanker 3 5

10(i) Bitumen Sprayer 1 5

10(j) Tandem Roller 1 5

10(k) Concrete Mixes with Integral Weigh Batching facility 1 5

10(l) Concrete Batching and Mixing Plant (Minimum Capacity – 15m3/hour) 1

10(m) Air Compressor - 5

10(n) Double drum wrench Machine 1 5

10(o) Concrete Pump with pipe line 1 3

10(p) Genrator- (65 KVA) 3 5

10(q) Welding Machine 2 5

10(r) Crane 1 5

10(s) Earth Compactor - 5

10(t) Stagging and shuttering as required Atleast 50% of Total Span 5

10(t) Any Other ancilliary and incidental equipments

11 Personnel/Qualification/Contract Package Size

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

Bridge Engineer / B.E. Civil + 10 Years Experience (5 years as manager or retired E.E,) 1

Site Engineer / B.E. Civil + 10 Years Experience (5 years in Road Construction o) 2

Plant Engineer / B.E. Mech + 10 Years Experience or Diploma in Mechanical + 15 Years Experience 1

Quantity Surveyor / B.E. Civil. + 7 Years Experience or Diploma in Civil + 10 Years Experience 1

Soil & Material Engineer / B.E., Civil + 10 Years Experience. 1

Survey Engineer/B.E Civil+03 years Exp. Or Dip. Civil+05 Years Exp 1

Site superviser / B.E. Civil fresh graduate or Diploma in Civil + 3 Years Experience or Exp of retired I.T.I. holder 3

12 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)

13 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)

14 Affidavit for Debarred or Blacklisted or Rescind

15 Affidavit for A.T.O. of Civil Construction work.

16 Affidavit for Balance Work / Work in Hand

17 Affidavit for Tools and Plants Ownership/ Lease

18 Notarized Undertaking in the Format Given

19 Notarized Undertaking to invest 25% of Bid Amount

20 Technical Bid Check List

21 Financial Assets/ Liquid Assets (Bank Certificate of Credit facilities of 10% amount of Estimated cost issued by a schedule bank.)

22 Character Certificate as per ACS of Home Department,Govt. of Bihar Lt No. 29 Dt. 25/01/2021

Repair and Rehabilitation Of ROB Sultanganj in 1st Km of Sultanganj Tarapur Road (SH-22) in the District of Bhagalpur.

Sr. No. Item of Discription Unit Qty Rate Amount

1 Arranging steel pipes/ H frames or other suitable scaffolding as per site requirement, eracting in position from bed level up to the bottom of superstructure and keeping in positioin until completion of repair work sq. mtr 3,960.00

2 Chipping of cement concrete any description and in any position, not otherwise specifically provided for, above ground floor including removing debris out side and complete all as specified and directed by Engr-in-charge. (for average thickness of 25mm) sq. mtr 480.00

3 M&L for providing and applying rust cleaner of approved make over prepared reinforcement, including removing concrete all around reinrorcement including from behind the reinforcing bars by manual methods such as hammering the rebar, using wire brushes, chiselling, etc. and applying rust removing solution of approved make with cotton waste swab to reiforcements etc. complete as directed by Engineer- in-Charge. make Dr. fixit/FOSROC/ Krishan conchem/ BASF/SIKA or equivalent sq. mtr 480.00

4 M&L for providing and applying two coats of anicorrosive epoxy phenolic rebar protective system IPNet RB of M/s Krishna Conchem or equal proportion by volume with minimum 9-10 hours between the coats, sprinking dry sand when 2nd coat is tacky so as to provide rough finish and ensuring air curing of minimum 10 hours after the top coat before any subsequent treatment etc complete all as specified and as directed by Engineer - in - charge make Dr. fixit/FOSROC/ Krishan conchem/ BASF/SIKA or equivalent sq. mtr 480.00

5 Epoxy bonding of new concrete to old concrete sq. mtr 480.00

6 Patching of damaged concrete surface with polymer concrete and curing compounds,initiator and promoter,available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. (For average thickness of 25mm) sq. mtr 480.00

7 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy no 1,800.00

8 Providing and injection non-shring ultra fine cement grout with pressure. Pressure of the grout shall be 3-4kg/sq cm. Manufacturer specified dose, as approved the E-I-C, for corrosion Inhibbitor shall be added in to the slurry before grouting. The cost of corrosion inhibitor chemical of approved makes shall be included within the item and no extra payment shall be done. Grouting to be done till the nozzle refuses to accept the grout. Measurement shall be done for nozzle points kg 1,980.00

9 M&L for injection low viscosity high molecular weight monormer by pressure and using mechanised injector gun with accessories, till nozzles refises to accept the grout, including mixing of materials (Mixing material components (part a & b) in required quantities as per manufacturer's instruction by weigh batching) and Grouting (Fixing the grouting gun with monomer, maintain desired pressure in the gun by air compressor; maintain the pressure at exit (4 to 5 kg / sqc.)by monitoring pressure gauge at exit, grouting the material through prefixed nozzles in the structural elements till its refusal, sealing the nozzle with epoxy putty after the refusal, monitoring leakages through other nozzles while grouting and seal them as per the requirement, repeat the process for all the nozzles, the operation to be within pot life of the material. kg 1,080.00

10 Surface preparation : Cleaing / Grinding of existing concrete carefully by grinding machine without damaging the exisitng concrete including cleaning the surface by blower etc. complete sq. mtr 750.00

11 Primer application Providing and applying R&M Primer or BHOR or any equivalent materialincluding mixing in the proportions as specified by the manufacturere. Cost including labor, transportaion etc. sq. mtr 750.00

12 Putty application: Providing applying R&M Putty or BHOR or any equivalent material including in the proportions as specified by the manufacturer. The ingredients are mixed by stirring to ge tuniform paste. The prepared paste is applied over the prepared concretesurface to get even profile etc. complete (upto 2 mm) sq. mtr 750.00

13 Saturant first coat: Providing and applying R&M Saturant or, BHOR or any equivalent material including mixing in the proportaions as specified by the manufacturer. sq. mtr 750.00

14 fiber wraping (400 GSM): Cutting the fabric to required size. Wrapping: Wrapping the fiber sheet to structural element at disered orientation using tamping roller to avoid air voids etc. material R&M or BHOR or equivalent Carbon Fiber wrap sq. mtr 750.00

15 saturant second coat: Applying second coat of saturant proporations as specified by manufacutrer. R&M/ BHOR or Equivalent sq. mtr 750.00

16 sprinkling of quartz sand: Providing and applying top coat layer of quartz sand sprinkling on fiber wrapped surface sq. mtr 750.00

17 Drilling 12 mm dia hole for Carbon anchor 50 to 60 mm depth No 1,500.00

18 Providing carbon fiber anchor using suitable epoxy and spreading the fiber in star pattern including application of saturant ect complete No 1,500.00

19 R & M adhesive: Providing applying R & M Adhesive or any equivalent material including mixing in required proportions as per manufacturers Rmt 1,260.00

20 Providing and applying the marked application area with surface primer compatible with 100mm wide and 1.4 mm thick laminates system and allowing it to cure as per manufactureres specification. Based on drawings the precured CFRP element are to be trimmed to the required application/ working lengths and applied in single length i.e. lapping not allowed, complete as per manufacturers specifications. material of R&M/ BHOR or equivalent Rmt 1,260.00

21 Replacement of elastomeric bearing as existing at site, as per technical specifications. Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drawing and technical specifications CM3 2,580,480.00

22 Lifting the girders by hydraulic jacks, suitable pipe/plate sretching with technician, for replacement of bearing (rate payble is per bearing) No 120.00

23 Replacement of old drainage spout with new Drainage Spout _ including providing, fitting, dismantling and widening the existing opening and fixing new drainage spot, M.S grating system, M.O.R.T&H seecification 2705. No 90.00

24 Replacement of Old expansion joints complete as per drawings Rmt 168.00

25 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the anufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Rmt 168.00

26 P&A Anti carbonation alphatic acylic coating to the complete soffitt of the bridge and piers including cleaning the concrete surface using appropriate mechanical means including primer and two coats of the Anti carbonatio alphatic coating. m2 12,000.00

27 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres cum 42.32

28 Providing and casting and repairing of excessively damaged members with microconcrete at all levels with all leads and lift as directed including mixing, laying, levelling, finishing including curing complete all as specified and directed by Engr-in- charge. Note: Grade of Micro-concrete to be M-45 at 28 days and shall be sourced from manufacturer's such as Dr. Fixit/ fosroc/ SIKA/ BASF/ Krishna conchem /infinite options cum 42.32

29 Replacement of Damaged Concrete Railing. Rmt 750.00

30 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Rmt 750.00

31 Removal of existing cement concrete wearing coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m m2 1,275.00

32 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lifts and lead upto 1000 m. m2 1,275.00

33 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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 63.75

34 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516. m2 2,550.00

35 Direction and Place Identification Signs with size more than 0.9 sqm size Board. m2 4.32

36 Retro-Reflectorised Traffic Signs m2

75 cm equilateral triangle nos 2.00

60 cm circular nos 2.00

37 Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) nos 800.00

J.E P.E S.P.E BRPNNL Work's Division, Bhagalpur