Public Works Roads Department Tender

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The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for No. Ce/cw/01/2025-26-improvement Of Internal Road Of Ministers Colony With Dbm, Bc in Kamrup Metro, Assam, with an estimated contract value of Rs. 3,48,55,500. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 06-06-2025. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 May 2025
Closing Date6 Jun 2025
Tender Amount₹ 3,48,55,500 
Notes
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Class Of Bidder
Bid Capacity
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The formula for bid capacity is: Assessed available bid capacity = (A*N*2-B) Where A = Maximum value of civil engineering works executed in any one year during the last five years N = completion of the works for which bids are invited B = Value of existing commitments and ongoing works to be completed during the next year.
Technical Capacity
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The required prior work experience for the bidder includes a minimum annual financial turnover of 2/3rd of the estimated cost, completion of a similar work with a value of at least 1/3rd of the estimated cost, and execution of a minimum quantity of major works, which is 40% of the estimated quantities. The bidder should have completed similar works with a minimum value of 1/3rd of the estimated cost. The quantity of major works executed should be at least 40% of the estimated quantities. The bidder's financial turnover for the last five years should be at least 2/3rd of the estimated cost. Additionally, the bidder should have liquid assets and/or availability of credit facilities of at least 10% of the estimated cost. The bidder should provide information on work performed as a prime contractor or as a nominated sub-contractor in the last five years, including the name of the work, name of the employer, contract number, value of the contract, and date of completion. The bidder should also provide evidence of access to financial resources, including financial reports for the last five years and evidence of access to credit facilities. The required prior work experience for key personnel includes a Project Manager with 5-7 years of experience, a Site Engineer with 3 years of experience, and a Quality Engineer with a degree in Civil Engineering or a Diploma in Civil Engineering. The value of single similar work completed should be at least 1/3rd of the estimated cost. The annual financial turnover amount should be at least 2/3rd of the estimated cost. The bidder should have completed quantities of major works as per Bill of Quantities, which is 40% of the estimated quantities of major item of works. The bidder should demonstrate availability of equipment required for construction of road and bridge works, either owned or on lease or hire, and should submit an affidavit and copies of RC/Invoice of machineries under their possession. The bidder should provide certificates of similar nature of work done, completed in the last 5 years, issued by the authorized Engineer-in-charge, and certificates of executed quantities of work done in the last 5 years, issued by the authorized Engineer-in-charge. The completion rate of similar work is not less than 90% of the contract value. The bidder should have satisfactorily completed at least one similar work of value not less than one-third of the estimated cost of the work. The bidder should have executed in any one year, the minimum quantities of major items of work, usually not less than 40% of the estimated quantity. The bidder should achieve a minimum annual financial turnover of 67% of the estimated cost of the package in any one year. The bidder should have liquid assets or credit facilities of not less than 10% of the estimated cost of the package. The bidder should provide information on the quantities of work executed, including the quantity of work performed, the type of work, and the name of the employer. The bidder should also provide an affidavit and copies of RC/Invoice of machineries under their possession. The bidder should demonstrate availability of equipment required for construction of road and bridge works, either owned or on lease or hire. The bidder's bid capacity, including works for which bids have been submitted and works that are yet to be completed, should also be considered. The bidder should provide evidence of access to financial resources, including financial reports for the last five years and evidence of access to credit facilities, which should be at least 10% of the estimated cost. The bidder should have completed similar works with a minimum value of 1/3rd of the estimated cost, and the quantity of major works executed should be at least 40% of the estimated quantities. The bidder's financial turnover for the last five years should be at least 2/3rd of the estimated cost. The bidder should provide information on work performed as a prime contractor or as a nominated sub-contractor in the last five years, including the name of the work, name of the employer, contract number, value of the contract, and date of completion. The bidder should demonstrate availability of equipment required for construction of road and bridge works, either owned or on lease or hire, and should submit an affidavit and copies of RC/Invoice of machineries under their possession. The bidder should have completed quantities of major works as per Bill of Quantities, which is 40% of the estimated quantities of major item of works. The bidder should have liquid assets and/or availability of credit facilities of at least 10% of the estimated cost. The bidder should provide certificates of similar nature of work done, completed in the last 5 years, issued by the authorized Engineer-in-charge, and certificates of executed quantities of work done in the last 5 years, issued by the authorized Engineer-in-charge. The bidder should achieve a minimum annual financial turnover of 67% of the estimated cost of

Costs

Summary

No. Ce/cw/01/2025-26-improvement Of Internal Road Of Ministers Colony With Dbm, Bc

Description

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BOQ Items

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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)

3383.775

151

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Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.

221.065

82

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Removal of unserviceable soil including excavation, loading and disposal upto 1000m lead but excluding replacement by suitable soil, which shall be paid separately as per Clause 305.

4432.32

279

-

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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

1942.226

3503

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

1899.374

4154

-

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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per TechnicalSpecification Clause 502. (ii) Medium porosity

10314.4

54

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20662.52

14

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Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507 complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (B) With Polymer modified bitumen 70 (ii) For Grading II (19 mm nominal size)

620.75

10185

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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up t 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

311.724

11896

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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 and conforming to the MoSrt&H specifications

962.98

626

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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance

3930

317

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Providing 'Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x125mm), 90 mm height (from bottom of shank to top of stud) with detachable battery, m6LEDs- three on each side for Bi-directional studs/ 3LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance for one year from the date of installation of stud on road (installation should be made using adhesive and procedures recommended by manufacture under the supervision of their competent technician) (a) Bi-directional stud rate deduction from 3500.00

140

3937

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Supplying, fitting and fixing of aluminium backed flexible prismatic of 3M make as per technical specifications as directed by the deptt.

25.4

23507

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Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

3

16553

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Removing white or colour wash by steel wire brushing and/or scraping sand papering and preparing the wall surface smooth including necessary repairs to scratches complete

1623.6

12

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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

1623.6

208

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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer

1623.6

62

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Finishing walls with water proofing cement paint of required shade : Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80litrs/10 sqm complete including cost of Priming coat.

1623.6

91

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Providing and fixing in position Double Kerb Stone manufactured by DEVI CONCRETE (Mangaldoi) as per BIS specification of size (300mm x450mm x 100mm) in proper level and grade at Footpath Edges, Divider Block etc. as directed and approved by the Deptt.

463

2600

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Providing, fitting and fixing in position Anti skid paver tiles manufactured by DEVI CONCRETE (Mangaldoi) as per BIS specification of size (340mm x340mm x 25mm) as directed and approved by the Deptt.

648.7

2398

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Supplying, fitting and placing Cattle Trap Bridge with MS Channel, ISMB joist base etc and as per drawing and technical specification.

1355.67

112

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