Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date1 Apr 2025
Closing Date21 Apr 2025
Tender Amount₹ 2,40,00,000 
Notes
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Class Of Bidder
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For Works up to Rs.5.00 Crores, the bidder should have a valid enlistment under the appropriate class and category. For Works above Rs.5.00 Crores, the bidder should have a Class A enlistment.
Bid Capacity
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Assessed Available Bid Capacity = (A*N*2-B)
Technical Capacity
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The bidder is required to have prior work experience in the field of canals, roads, bridges, railways, cross-drainage works, lining, tunneling, dams, or other similar works. The bidder should have satisfactorily completed in the last seven years as a prime contractor (or as a nominated subcontractor) one Bridge Work or Lining Work or Hydraulic Structure Work or Building Work or Mechanical Work or Electrical Works or Other Civil Works, of value not less than 80% of the estimated cost or two similar works of value not less than 50% of the estimated cost of work or three similar works of value not less than 40% of the estimated cost of work. The bidder should provide information on the value and percentage of similar works completed, including values like amount and percentage. The bidder should provide a summary sheet with the following information: - Name of the contract, location, and nature of the work - Contract number and date - Percentage and amount of participation of the firm in the project - Percentage and amount sub-contracted by the firm - Name and address of the client (including telephone and fax number) - Contract value - Length of the project - Stipulated date of completion - Value of outstanding work - Estimated completion date For works above Rs. 5.00 Crores, the bidder is required to submit a list of similar works completed during previous years, duly supported with performance certificates from the authority for whom the work has been completed.

Costs

  • EMD

    ₹ 4,80,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 5,900

Description

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Contact

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BOQ Items

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DO_NOT_SHOW

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Cement concrete 1:4:8 with brick ballast 40mm gauge mixing by manual means

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Cement Concrete 1:2:4 with stone ballast or shingle mixing by manual means.

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Reinforced Cement Concrete 1:2:4 hand mixed but including steel reinforcement.

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First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth.

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10mm thick cement plaster 1:4.

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10mm thick cement plaster 1:4 on floors.

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Wrought Iron and mild steel ladders, framed grills, grating etc. with ends of bars riveted or molded forged framed window guards, barred iron doors staircase ironrailing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 150 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 200 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 250 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 300 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 350 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 400 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 450 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 500 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 600 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 700 mm inside diameter satisfaction of engineer incharge.

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Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 800 mm inside diameter satisfaction of engineer incharge.

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Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

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Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

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Providing & Fixing of Alfa Alfa Valve of 200 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 250 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 300 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 350 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 400 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 450 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 500 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 600 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 700 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Alfa Alfa Valve of 800 mm dia fitted on riser pipe to act as Nakka (D regulators).

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Providing & Fixing of Steel Shutter Gate Assembly consisting of Alfa valve in Haudies of underground pipeline complete in all respect

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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 excavated surplus soil. In ordinary soil by Mechanical Means (a) Depth upto 3m.

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