Uttarakhand Jal Vidyut Nigam Limited Tender

View complete overview of Uttarakhand UJVN Tender

Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

Works
Eprocure
Opening Date3 Feb 2025
Closing Date18 Feb 2025
Tender Amount₹ 4,42,40,135 
Notes
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Bid Capacity
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Bidding Capacity = [ A x N x 1.5] – B Where, A = Maximum value of civil engineering works executed in any one year during the last seven years (updated to the price level of the financial year 2024-25 at the rate of 5% per year), N = Number of years prescribed for completion of the works for which bids are invited, B = Value, at the current price level, of existing commitments & on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder is that they should have experience in the same nature of supply, specifically in the construction of RCC Retaining wall or (Concrete wall with Gabion wall) in Hydroelectric project. The experience can be in the form of: * Three similar completed works each costing not less than 40% of the estimated cost * Two similar completed works each costing less than 50% of the estimated cost * One similar completed work costing not less than 80% of the estimated cost. The bidder should have experience of having successfully completed similar works as Prime contractor in Govt. department or Govt. Organization or PSU or PPP mode or Public Limited Company during last 7 years. Additionally, the bidder should provide information on the total monetary value of works performed for each of the last seven financial years, and should have a minimum average annual financial turnover of at least 30% of the estimated cost during the last 5 years. The bidding capacity of the contractor should be equal to or more than the estimated cost of the work put to Tender. In the case of a Joint Venture, each partner should meet the qualification criteria in proportion to their interest in the Joint Venture, with a minimum share of more than 26%. The bidder should produce "Experience Certificates in support of past experience" and without producing experienced/performance certificate technical eligibility shall not be considered.

Costs

Description

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BOQ Items

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar.

486.52

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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below.

154

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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

200

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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and Technical Specifications

1345

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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings P.C.C grade M 10 Nominal mix 1:3:6

76.95

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Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-30 With Batching Plant, Transit Mixer and Concrete Pump etc all required for proper completion of work

453.6

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specifications

19.94

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Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC M-30 upto 5m With Batching Plant, Transit Mixer and Concrete Pump etc all required for proper completion of work

359.1

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

16.71

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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and Technical Specifications

19.8

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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and Technical Specifications

11

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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).

3429

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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge and Technical Specifications.

2

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Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification

135

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Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification by Mechanical Means

100

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Supplying & laying of drainage composite for use behind walls with Geo synthetic Drainage Composite- Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge

2400

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Engaging Helper/ labour (unskilled) with T&P etc for proper completion of work in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge.

20

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Engaging and operation of one no. Hydraulic excavator cum loader machine (preferably JCB) with one operator/driver, Helper including cost of the fuel, lubricants and repair maintenance etc. for removal of slip/landslide/excavated earth/excvation in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge.

80

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Providing Consultancy for Development of muck dumping yard at left bank of river Yamuna near Kandriyan field hostel site including Topographical survey, soil test and stability test investigation with report and relevent data and supply of detailed archiechtural & structural design and drawing complete in all respect (03 Set).

1

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