Public Works Roads Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I A.
Bid Capacity
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Assessed available bid capacity = (A*N*2-B)
Technical Capacity
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The required prior work experience for the bidder includes various positions such as Supervisor, Project Manager, Maintenance Engineer, Sr. Technical Asstt., Technical Asstt, and Junior Engineer. The experience requirements are as follows:
- Supervisor: BA/BSc + 5 to 7 Years Exp.
- Project Manager: B.E. Civil + 5 to 7 Years Exp.
- Maintenance Engineer: Diploma in Civil + 5 to 7 Years Exp.
- Sr. Technical Asstt.: BSc. + 3 Years Exp.
- Technical Asstt: HSSLC(Sc)/ PU(Sc) + 3 Years Exp.
- Junior Engineer: Dip. Civil + 5 to 7 Years Exp. The bidder should have completed at least one similar work as a prime contractor, with a value of at least one-third of the estimated cost of the work. The completion rate should be not less than 90% of the contract value. Additionally, the bidder should have executed quantities of work, such as road works, with a minimum of 40% of the estimated quantity for certain items. The bidder should also demonstrate availability of key personnel with adequate experience and equipment for this work. The bidder's minimum annual financial turnover is specified, with requirements of 60% of the estimated cost of the package for works of value up to Rs 200 lakhs and 75% of the estimated cost of the package for works of value more than Rs 200 lakhs in any one year. The bidder should have liquid assets and/or availability of credit facilities of not less than 10% of the estimated cost of the package. The bidder should also undertake to invest a minimum cash up to 25% of the contract value of work during implementation. The bidder should provide information regarding any litigation, current or during the last five years, in which the Bidder is involved. The bidder must demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The minimum quantities of work in the last 5 financial years are required, with specific items such as WMM, DBM/BC, Prime Coat & Tack Coat, and Earthwork having specified percentages or amounts. The bidder's available bid capacity is calculated based on the maximum value of civil engineering works executed in any one year during the last five years. No specific percentage of similar works completed is mentioned, but the bidder should have completed at least one similar work as a prime contractor, with a completion rate of not less than 90% of the contract value. The value of completion of one similar work as a prime contractor is required to be mentioned, but no specific amount is specified, except that it should be at least one-third of the estimated cost of the work.
Costs
EMD
₹ 16,32,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From The Approach Of Tikrabali Ghat To Chyang Ali Length 2.500 Km Under Sopd G For The Year 2025 26 Under Duliajan And Naharkatia Territorial Road Division In Naharkatia Lac
Description
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Contact
Tender Id
2025_PWD_43698_1Tender No
DRC.XIII/16/98/NIT/DIB/Pt-I/Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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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 compaction with smooth wheel roller to achieve the desired density, complete ii) For Grading II Material
2898
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Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to Wet Mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material with tripper to site , laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage upto initial lead of 5.0km from quarry and carriage of mixed materials upto 10.00km lead from mixing plant)
2173.5
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Prime Coat
(Providing and applying primer coat with bituminous emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.00kg/sqm using mechanical means ) (Including cost of testing of materials at site and laboratory as directed by deptt.)
B.(i) With Bitumen Emulsion -CSS-1h
14490
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Tack Coat
Providing and applying tack coat with bitumen emulsion pressure distributor at the rate 0.20kg/sqmon the prepared bituminous/ granular base cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by deptt.)
(ii) With Bitumen Emulsion -CSS-1h
28428
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Dense Graded Bituminous Macadam (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.)
(I)With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
(A) With 60/70 or VG-30 grade bitumen
(ii) for Grading II (19 mm nominal size)
869.4
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Bituminous Concrete: Providing and laying bituminous concrete with100-120 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 to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site andlaboratory as directed by the deptt.)
(I) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)(A) With 60/70 or VG-30 grade bitumen
(ii) for Grading II (13 mm nominal size)
579.6
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Boulder Apron Laid in wire crates Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each
375
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Providing and laying pitching on slopes laid over prepared filter media
I. Stone/boulder
120
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Providing and laying filter material underneath pitching in slopes complete
60
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Kilometer Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc
ii) Kilometer Stone
2
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Kilometer Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc
iii) Hectometer Stone
12
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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 and conforming to the MORT&H specifications
777.3
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701
ii)60 cm Equilateral Triangle
6
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701
iii)60 cm Circular
6
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701vii)90 cm Octagon
2
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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 0.9sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground
level i)1200x900
6.48
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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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level i)900x300
1.08
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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.
1744
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Solar studs of TATA BP providing sparkle solar stud Providing 'Sparkle solar road studs, manufactured by TATA B.P Solar India Ltd. Of size (125mmx125mm), 90mm ht. (from bottom to shank to the top stud) with detachable battery ,m6LEDsthree on each side of Bi-directional studs/3 LEDs of one side of unidirectional stud, ultra bright LED in amber and red colour , wt. per stud 700+25gm, flash rate of 50-65 times per minute completely water resistant and weather proof with replacemnet warranty and free maintenance for one yar from the date of installation of stud on raod (installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician)
a) Bi-Directional stud-
12
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level
v. 600mm x 450mm rectangular
18
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Metal Beam Crash Barrier, Type - A: "THRIE" Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 12 m high, 1.15m below ground level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mmX75mmX5mm, 546mm long complete as per clause 810.)
1000
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