Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Civil Works Others
Drainage Work
Eprocure
Opening Date31 Jan 2025
Closing Date17 Feb 2025
Tender Amount₹ 12,88,55,000 
Notes
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Class Of Bidder
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The class of contractor eligibility requirement to bid or participate in this tender is: Open.
Bid Capacity
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The bid capacity required in the given tender to bid 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 (updated to the price level of the year indicated in Appendix) N = completion of the works for which bids are invited (up to 6 months it will be ½ & for 6 to 12 months it will be 1) B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and ongoing works to be completed during the next year (period of completion of works for which bids are invited). Additionally, the bid capacity required can also be determined by the following information: 1. Annual financial turnover: 2/3rd of the Notified Invitation Tender (NIT) value. 2. Value of single similar work: 1/3rd of the NIT value. 3. Liquid assets and/or availability of credit facilities: 10% of the NIT value. Other requirements for bid capacity include an undertaking for investment of a minimum cash amount up to 25% of the value of the work during the implementation of the contract, and evidence of access to or availability of credit facilities, which is a minimum of 10% of the notified contract value. The bid security amount is 2% of the NIT value for the general category and 1% of the NIT value for ST/SC/OBC and unemployed engineers. The performance guarantee amount is 2% of the contract price. Therefore, the bid capacity required in the given tender to bid having value and formulas is FOUND.
Technical Capacity
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The required prior work experience for the bidder includes work performed as a prime contractor or as a nominated sub-contractor in the last five years, with a similar nature of work. The bidder should have completed a work of a similar nature with a value of at least the notified contract value. The value of similar works completed is at least the notified contract value, and the bidder should have experience in executing all the main items of work described in the bid document. The specific value and percentage of similar works completed are not explicitly mentioned, but it is required that the bidder should have completed at least one similar work with a value of at least the notified contract value. However, some specific values and percentages are mentioned, such as the value of single similar work being 1/3rd of the NIT value, and the quantities of major works being 40% of the estimated quantities. The annual financial turnover amount should be 2/3rd of the NIT value. Additionally, the bidder's available bid capacity should be more than the total bid value, calculated as (A*N*2-B), where A is the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the year indicated, with a rate of inflation of 10% per year. Liquid assets and/or availability of credit facilities should be 10% of the NIT value.

Costs

Summary

Re-construction Of Drain Cum Foot Path, Cross Culvert Etc On Dr. B.n. Saikia Road, Sixty Feet Width Road, Remaining Portion From Down Town To Supermarket Area

Description

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BOQ Items

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Removal of Unsuitable Soil with Disposal upto 1000 m. Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

14378.04

257

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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.

1467

3222

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Wet Mix Macadam: 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

1467

3822

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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause and as directed.

2400

1181

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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 Technical Specification Clause 502.

8430

49

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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.

16860

13

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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 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. 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.)

505.8

9370

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Bituminous Concrete: 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 to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

547.2

10944

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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 60cm circular

20

4830

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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 60cm equilateral triangle

28

4134

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Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining 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 m as per Technical Specification Clause 202. I By Manual Means. (c) Reinforced Cement Concrete

2878.2

1293

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Excavation for Structures (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. V Marshy soil. (i) upto 3 m depth. (A) Manual Means (ii) With dewatering

7587.84

640

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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

1072.68

2642

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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 PCC Grade M15

714.3

6040

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

617.5

64829

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. E RCC Grade M20. (a) Height upto 5m

4447.2

8153

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe Complete as per drawing and Technical specification.

3595

209

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials

4269.5

1524

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