Repair and Rehablitation of HL RCC Bridge (16 x 21.75m) Across River Chanan in 9th KM of Punsia to English More road under the District of Banka.

TECHNICAL BID SHEET

Tender No. 616 Date 08.07.2026

Name of Work Repair and Rehablitation of HL RCC Bridge (16 x 21.75m) Across River Chanan in 9th KM of Punsia to English More road under the District of Banka.

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

Estimated Cost Rs.(in Lacs) 557.54 Cost of Bid Document (in Rs.) 10000 EMD 11.15 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) 156.37 m3

9(iii) Earth Work 636.00 m3

9(iv) Non-Bituminous Work (GSB/WMM) 172.92 m3

9(v) Bituminous Work (DBM/BM/BC/SDBC) 32.07 m3

9(vi) Bed/Slope Protection work 438.59 m3

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 HL RCC Bridge 16x21.75m across river Chandan in 9th km of Punsia to English more road under the district of Banka.

Sl.No. SOR No. Description of work Unit Quantity Rate Amount

1 12.1 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 1645.32

2 NS Chipping of cement concrete any description and any potion, not otherwise specifically provided for any thickness above ground floor including removing debige out side land complete all as specified and directred by engg. In charge. m2 286.11

3 NS M & L for providing and applying rust cleaner of approved make over prepared reinforcement, Including removing concrete all around reinforcement 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 reinforcements etc. complete as directed by Engineer-in-Charge Make- Dr FIXIT/FOSROC/Krishna Conchem/BASF/Sika m2 286.11

4 NS M&L for providing and applying two coats of anticorrosive epoxy phenolic rebar protective system IPNet RB of M/s Krishna Conchem or equivalent of approved make and quality comprises of resin and hardener mixed in equal proportion by volume with minimum 9-10 hours between the coats, sprinkling 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/Krishna Conchem/BASF/Sika as appproved by Engineer in charge m2 286.11

5 NS M&L (Material & Labour) for Providing and applying a priming cum bonding coat of two component Epoxy Resin confoms to ASTM-C-882-91 of approved make and quality to clean and make sound concrete area by brush or any other established method by mixing Base and curing agent in 2:1 proportion by weight for joining old and new concrete as per technical specifications of manufacturer. Work shall be carried out as per the manufacturers specifications & certificate on this account shall be taken from consultant and as approved by Engineer-in-charge etc.complete as directed by Engr-in-Charge. m2 286.11

6 12.04 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. m3 33.31

7 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MT 43.86

8 12.40 D (i) Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification m3 506.43

9 NS 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 m3 68.65

10 16.02 Boulder Apron Laid in Wire Crates. Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. m3 1754.30

B Sub Structure

11 NS Providing and errecting a temproray hanging platform in MS Structure and pipe supports etc complete m2 1102.72

12 NS Lifting the girders by hydraulic jacks, suitable pipe/plate stretching with technician, labour force Nos 36.00

13 2.04 (i) C 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 m3 8.56

14 NS 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 m3 2.68

15 13.16 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 483840.00

16 13.05 q Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications m2 5.88

C Super Structure

17 NS Chipping of cement concrete any description and any potion, not otherwise specifically provided for any thickness above ground floor including removing debige out side land complete all as specified and directred by engg. In charge. m2 873.04

18 NS M & L for injecting low viscosity (3-5 cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories, till nozzles refuses 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 (Filling the grouting gun with monomer, maintain desired pressure in the gun by air compressor, maintain the pressure at exit (4 to 5 Kg/Sqcm) 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 per the requirement, repeat the process for all the nozzles the operation to be within pot life of the material.) and Cleaning of gun and accessories (The gun and accessories like valves, pipes and other fixtures to be cleaned with thinner after the as kg 441.54

19 NS M & L for Drilling and fixing Teflon nozzles in RCC members, Including drilling holes (drilling 12 mm dia, 40mm deep holes in structural members at the intervals of 600mm c/c in staggered manner or as directed by Engineer-in Charge in RCC structure elements and cleaning the holes (to clean the holes by air blower prior to flaing nozzles) and flaing of nozzles (to insert 12mm dia teflon nozzles in cleaned holes external end of nozzles (to insert 12mm dia Teflon nozzles in cleaned holes. external end of nozzles to be machined to receive outlet of grouting gun and fixing it inside the holes by applying thixotropic epoxy putty to ensure complete sealing Nos 873.04

20 NS SATURANT FIRST COAT: Providing and Applying R&M Saturant or any equivalent material including mixing in the proportions as specified by the manufacturer. (Mode of measurement: Per sq.mt of Carbon fiber sheet consumed and not surface area of application) m2 441.54

21 NS SATURANT SECOND COAT: Applying second coat of saturant proportions as specified by the manufacturer. R&M Saturant properties of the material confirming to ACI 440 2R. R&M carbon laminates or any equivalent make. (Mode of measurement: Per sq.mt of Glass& Carbon fiber sheet consumed and not surface area of application) m2 441.54

22 NS FIBER WRAPPING (400 GSM): Cutting the fabric to required size. Wrapping: Wrapping the fiber sheet to structural element atdesired orientation using tamping roller to avoid any air voldsetc (Mode of measurement: Per sq.mt of Carbon fiber sheetconsumed and not surface area of application) properties of the material confirming to AC 440 2R. R&M carbon fibre wrap or any equivalent make. m2 713.6

23 NS Providing and placing single component, dual shrinkage compensated, ready mixed high strength thixotropic repair mortar RENDEROC HSXTRA of fosrocor quivalent (up to 50 mm) as per specification for covering the damaged structural member and reinforcement in desired layer and thikness including scaffolding curring inclusive of all labour, materials equipment etc. complete as per specifition and instruction of engineer in charge m2 107.66

24 NS Providing and applying the marked application area with surface primer compatible with 100 mm wide and 1.4 mm thick laminates system and allowing it to cure as per manufacturers specification. Based on drawings, the precured FRP element are to be trimmed to the required application/woking lenghts and applied with even and laminar layer of structural grade, placed in position as per manufacturer's specification, cleaningof the spilled over epoxy from sides fo laminates and filling of gaps of upto 2 mm thick if any, etc complete. Note: Single and continous laminate to be used for application Le lapping not allowed, properties of the material confirming to ACI 440 2R. R&M carbon laminates or any equivalent make m2 1344.00

25 NS Driling 12mm dia hole for carban ancer 52 to 60mm depth Nos 883.00

26 NS Provide R&M Carbon Fibre Anchor using Epoxy 50X55 system and spreading the anchor fibers in star pattern including application of saturant etc. complete Nos 883.00

27 2.04 (i) C 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 m3 91.39

28 14.21 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 manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. m 143.65

29 17.18 Replacement of Damaged Concrete Railing. m 348.00

30 14.06 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. m 348.00

31 14.09 Drainage Spouts complete as per drawing and Technical specification Nos 128.00

32 5.05 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. m3 48.96

33 5.11 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 979.20

34 NS Providing and applying anti carbonation aliphatic acrylic coating to the complete soffit of the bridge and piers including cleaning the concrete surface using appropriate mechinical mins including primer and two coats of the anticarbonation aliphatic coating …………..E/I m2 1356.10

35 14.01 Furnishing and placing reinforced cement concrete …………. E/I m3 11.22

D Approach Road

36 2.05 (ii) B Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately m3 208.33

37 3.06 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately m3 325.00

38 3.18 Construction of sub-grade and earthen shoulders 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 325.00

39 4.01 B (i) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. m3 172.00

40 4.14 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. m3 101.67

41 5.01 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. m2 396.67

42 5.02 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. m2 579.17

43 5.04 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 MoRTH specification clause No. 505 complete in all respects. m3 39.17

44 5.05 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. m3 15.67

45 8.23 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) m 100.00

46 8.05 Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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. nos 3.00

47 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

60 cm equilateral triangle Nos 3.00

60 cm circular Nos 2.00

48 9.04B Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . m 40.00

49 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 2219.00

50 4.01 B (i) Construction of granular sub base by providing close graded material m3 418.00

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