Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 2,00,00,000 
Notes
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Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: 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 = Number of years prescribed for completion of the works for which bids are invited B = Value of existing commitments and ongoing works to be completed during the next financial year. Additionally, the available bid capacity should be greater than or equal to the evaluated bid price: Available Bid Capacity ≥ Evaluated Bid Price. Other requirements for bid capacity include: - Minimum annual financial turnover: - 60% of estimated cost (for works up to Rs 200 lakhs) - 75% of estimated cost (for works more than Rs 200 lakhs) - Weightage for previous years' work: - 10% per year based on rupee value - Similar work experience: - Not less than 1/3rd of the estimated value mentioned in DNIT - Liquid assets or credit facilities: - Not less than 10% of the estimated cost of the package - Minimum investment during implementation: - Not less than 25% of the contract value of work. However, the exact value of the bid capacity is not provided.
Technical Capacity
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The bidder is required to have prior work experience as a prime contractor of works of a similar nature over the last five years. They should provide information on the total volume of civil engineering construction work performed in the last five years. The bidder should also demonstrate execution of minimum quantities of major items of work, with a minimum annual financial turnover and value of completion of one similar work as a prime contractor. The required prior work experience for key personnel includes: - Project Manager: B.E. Civil + 5 to 7 Years Exp. - Site Engineer: B.E. Civil + 3 Years Exp. Or Diploma in Civil Engg + 5 years Exp - Plant Engineer: B.E. Mech. + 3 years Exp. Or Dip. Mech. + 7 years Exp. - Quantity Surveyor: B.E. Civil. + 3 years Exp. Or Dip. Civil. + 7 years Exp. - Soil & Material Engineer: B.E. Civil. + 3 years Exp. Or Dip. Civil. + 7 years Exp. The bidder should have completed a similar work with a value of at least the notified contract value. They should have a minimum annual financial turnover of the notified contract value. The bidder should also have liquid assets and/or availability of credit facilities of not less than 10% of the estimated cost of the package. The bidder should have achieved a minimum annual financial turnover 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. They should have satisfactorily completed or substantially completed (not less than 90% of contract value) at least one similar work of value not less than 1/3rd of the estimated value. The percentage of similar works completed is not explicitly mentioned, but the bidder should demonstrate execution of minimum quantities of major items of work. The amount of similar works completed should be at least the notified contract value. The bidder should have completed at least one similar work with a value of at least the notified contract value. The bidder's assessed available bid capacity should be not less than a specified amount, but the exact amount is not mentioned. The bidder should also provide information on their existing commitments, including the value of remaining work as on the date of submission of the bid. The bidder should provide a report on their financial standing, including profit and loss statements and audited balance sheet for the past five years, along with an annual turnover certificate with a UDIN number. The bidder is required to have experience in civil engineering construction work and should have completed similar works, but specific values and percentages are not mentioned. The bidder should provide an undertaking that they would be able to invest a minimum of 25% of the contract value of work during implementation of the contract, and evidence of access to or availability of credit facilities (minimum 10% of estimated cost or DNIT value of work) certified by the bankers.

Costs

Summary

Mmnppna_24_25_18 (i) Improvement Of Maibang Troper Town Road (gaurab Path) , (ii) Construction Of Rcc Drain At Horichandrapur (ch 0.00m To 109.5m) , (iii) Construction Of Rcc Drain At Horichandrapur (ch 250.00m To 359.5m) , (iv) Construction Of Cc Dr

Description

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BOQ Items

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Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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 (10 mm nominal size)

141.79

10197

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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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle

3

3933

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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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular

1

7536

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CC Drain Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

222.88

127

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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

13.3

6036

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone I P.C.C grade M 15 ii) Nominal mix 1:2.5:5 (Hand mixing)

55.34

6278

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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

589

146

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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 MoSrt&H specifications

252

566

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(ii) Construction of R.C.C. Drain at Horichandrapur (Ch 0.00 m to Ch. 109.50 m) 1. DISMANTLING Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement mortar Quantity as per Statement 1

82.5

255

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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

645.49

127

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)

68.86

6078

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Supplying, fitting and placing MS Bar (Fe-500 ) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9.26

63585

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Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material

283.16

1595

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone IV RCC Grade M 25 i) For height upto 5 m

177.08

7992

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Providing weep holes in Brick masonry/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 foce. Complete as per drawing and Technical specification

164

134

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(iii) Construction of R.C.C. Drain at Horichandrapur (Ch 250.00 m to Ch. 359.5 m) 1. DISMANTLING Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement mortar Quantity as per Statement 1

82.5

255

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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

645.49

127

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)

68.86

6078

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Supplying, fitting and placing MS Bar (Fe-500 ) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9.26

63585

-

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Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material

283.16

1595

-

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone IV RCC Grade M 25 i) For height upto 5 m

177.08

7992

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Providing weep holes in Brick masonry/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 foce. Complete as per drawing and Technical specification

164

134

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(iv) Construction of C.C. Drain at Khasmaipur Village approach road from (L.H.S, Ch-320.00 m to Ch-800.60 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

649.75

127

-

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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

100.93

6036

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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 A With Crushed Stone IV PCC Grade M 20

144.18

7048

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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

1105.38

146

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Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material

86.51

1498

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