Uttarakhand Jal Vidyut Nigam Limited Tender

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Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

Works

Civil And Construction

Building Construction

Water Storage And Supply

Eprocure

Dehradun, Uttarakhand

Opening Date16 Aug 2024

Closing Date28 Oct 2024

Tender Amount₹ 49,77,00,000

Notes

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Costs

EMD
₹ 1,25,00,000
Document Cost
₹ 1,18,000
Tender Fee
Refer Documents

Summary

Construction Of Power House Building Tail Race Channel Switch Yard And Other Associated Work Of Power House Site Of

Description

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Contact

Tender Id
2024_UJVN_74606_1
Tender No
03/UJVNL/DGM/TP/2023-24
Tender Authority
Uttarakhand Jal Vidyut Nigam Limited View
Purchaser Address
-
Website
http://https://www.uttarakhandjalvidyut.com/

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Documents

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Tender Notice-11.1 MBTendernotice_1.pdf

BOQ-1325.6 kBBOQ_89277.xls

Document-313.3 MBlot3.pdf

Document-2590.1 kBcorrig.pdf

Document-148.6 kBTender_Detail_2024...Tender_Detail_2024_UJVN_74606_1.html

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BOQ Items

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Normal Excavation for all type of Soil without blasting (upto 1.0 cum size boulders)/ As per Technical Specification (SECTION 2.1.1)

Quantity30000

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Amount -

Normal Excavation for all type of Soil with blasting (upto 1.0 cum size boulders)/ As per Technical Specification (SECTION 2.1.1)

Quantity39008

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Amount -

Rock Excavation including dewatering / As per Technical Specification(SECTION 2.2)

Quantity-

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Amount -

Normal Excavation for all type of Rock without blasting / As per Technical Specification(SECTION 2.2.1)

Quantity4747

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Amount -

Normal Excavation for all type of Rock withblasting / As per Technical Specification(SECTION 2.2.2)

Quantity4747

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Amount -

Underground Excavation (Not used )/ As per Technical Specification(SECTION B.3)

Quantity-

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Amount -

Rock stabilization and Supports/ As per Technical Specification(SECTION B.4)

Quantity-

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Rock Anchors / Rock Bolts 25 mm dia As per Technical Specification(SECTION 4.1)

Quantity-

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Amount -

Length upto 4.0 m/ As per Technical Specification(SECTION 4.1.1)

Quantity3000

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Amount -

Length more than 4.0 m and upto 6.0 m/ As per Technical Specification(SECTION 4.1.2)

Quantity500

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Amount -

Rock Anchors / Rock Bolts 32 mm dia As per Technical Specification(SECTION 4.2)

Quantity-

Rate-

Amount -

Length upto 6.0 m/ As per Technical Specification(SECTION 4.2.1)

Quantity1000

Rate-

Amount -

Length more than 6.0 m and upto 9.0 m/ As per Technical Specification(SECTION 4.2.2)

Quantity1000

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Amount -

Length more than 9.0 m and upto 12.0 m/ As per Technical Specification(SECTION 4.2.3)

Quantity500

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Amount -

Self Drilling Hollow Core Anchor 32 mm dia/ As per Technical Specification(SECTION 4.3)

Quantity-

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Length upto 12.0 m/ As per Technical Specification(SECTION 4.3.1)

Quantity1000

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Extensions for embedding into concrete where required / As per Technical Specification(SECTION 4.4)

Quantity1000

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Amount -

Mesh reinforcement/ As per Technical Specification(SECTION 4.5)

Quantity-

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Welded wiremesh/ As per Technical Specification(SECTION 4.5.1)

Quantity500

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Chain link fabric/ As per Technical Specification(SECTION 4.5.2)

Quantity300

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Amount -

Grouted Anchor bar 25 mm dia/ As per Technical Specification(SECTION 4.7)

Quantity-

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Length upto 6.0 m/ As per Technical Specification(SECTION 4.7.1)

Quantity1100

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Shotcrete (M-35)/ As per Technical Specification(SECTION B.5)

Quantity-

Rate-

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Plain Shotcrete(M-35) / As per Technical Specification(SECTION 5.1)

Quantity250

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SFR (M-35) Shotcrete excluding steel fibre / As per Technical Specification(SECTION 5.2)

Quantity500

Rate-

Amount -

Cement variation in shotcrete/ As per Technical Specification(SECTION 5.3)

Quantity2000

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Amount -

Embankment Construction and Backfill/ As per Technical Specification(SECTION B.6)

Quantity-

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Coffer dyke in TRC / As per Technical Specification(SECTION 6.1)

Quantity-

Rate-

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Zone 1 material/ As per Technical Specification(SECTION 6.1.1)

Quantity1000

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Amount -

Zone 2 material (Filter Layers)/ As per Technical Specification(SECTION 6.1.2)

Quantity2000

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Amount -

Zone 3A material/ As per Technical Specification(SECTION 6.1.3)

Quantity2000

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Amount -

Zone 3B material/ As per Technical Specification(SECTION 6.1.4)

Quantity2000

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Amount -

Riprap / As per Technical Specification(SECTION 6.1.5)

Quantity2000

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Amount -

Extra for transport for embankment materials beyond 3km and upto 6km/ As per Technical Specification(SECTION 6.1.6)

Quantity1000

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Amount -

Backfill/ As per Technical Specification(SECTION 6.2)

Quantity-

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Random backfill/ As per Technical Specification(SECTION 6.2.1)

Quantity1000

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Compacted backfill/ As per Technical Specification(SECTION 6.2.2)

Quantity29422

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Free-draining backfill/ As per Technical Specification(SECTION 6.2.3)

Quantity1000

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Amount -

Gravel fill/ As per Technical Specification(SECTION 6.2.4)

Quantity100

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Sand-gravel fill/ As per Technical Specification(SECTION 6.2.5)

Quantity100

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Drilling, Grouting and Pressure Relief Holes/ As per Technical Specification(SECTION B.7)

Quantity-

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Drilling for consolidation grouting/ As per Technical Specification(SECTION 7.1)

Quantity-

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Drilling for grout holes 45 mm dia/ As per Technical Specification(SECTION 7.1.1)

Quantity500

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Placing grout (excluding cement)/ As per Technical Specification(SECTION 7.2)

Quantity-

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Consolidation grouting/ As per Technical Specification(SECTION 7.2.1)

Quantity200

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Amount -

Drilling for Pressure Relief holes/ As per Technical Specification(SECTION 7.3)

Quantity-

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Drilling of 75 mm dia hole/ As per Technical Specification(SECTION 7.3.1)

Quantity500

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Supply and installation of 57 mm dia perforated PVC pipes/ As per Technical Specification(SECTION 7.3.2)

Quantity500

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Amount -

Drilling of exploratory holes, check holes and holes for instrumentation / As per Technical Specification(SECTION 7.4)

Quantity-

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Drilling of 45 dia holes/ As per Technical Specification(SECTION 7.4.1)

Quantity300

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Amount -

Drilling of 76 dia holes/ As per Technical Specification(SECTION 7.4.2)

Quantity500

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Drilling of 98 dia holes/ As per Technical Specification(SECTION 7.4.3)

Quantity500

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Amount -

Extra for core recovery/ As per Technical Specification(SECTION 7.4.4)

Quantity50

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Amount -

Odex drilling and grouting(pipe & sleeve method) in overburden/ As per Technical Specification(SECTION 7.5)

Quantity300

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Amount -

Grouting materials/ As per Technical Specification(SECTION 7.6)

Quantity-

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Amount -

Cement/ As per Technical Specification(SECTION 7.6.1)

Quantity200

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Amount -

Sand/ As per Technical Specification(SECTION 7.6.2)

Quantity20

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Amount -

Bentonite/ As per Technical Specification(SECTION 7.6.3)

Quantity30

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Amount -

Admixtures/ As per Technical Specification(SECTION 7.6.4)

Quantity10

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Amount -

Seepage Cut-off Works (Permeation Grouting) (Not Used)/ As per Technical Specification(SECTION B.8)

Quantity-

Rate-

Amount -

Concrete including Form Works/ As per Technical Specification(SECTION B.9)

Quantity-

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Concrete in Surface works / As per Technical Specification(SECTION 9.1)

Quantity-

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Cement concrete M15/A20 / As per Technical Specification(SECTION 9.1.1)

Quantity150

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Amount -

Cement concrete M15/A20 / As per Technical Specification(SECTION 9.1.2)

Quantity855

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Amount -

Plum Concrete M15 with 25% Boulders / As per Technical Specification(SECTION 9.1.3)

Quantity200

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Amount -

Cement concrete M20/A20 / As per Technical Specification(SECTION 9.1.3)

Quantity8259

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Amount -

Concrete in Power house, Transformer (Including form Works) / As per Technical Specification(SECTION 9.2)

Quantity-

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Cement Concrete around spiral casing, Draft tube etc up to Turbine Floor / As per Technical Specification(SECTION 9.2.1)

Quantity-

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M25/A20 / As per Technical Specification(SECTION 9.2.1)

Quantity8000

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Amount -

Cement concrete M25/A40 for Generator barrel in power house / As per Technical Specification(SECTION 9.2.2)

Quantity8000

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Amount -

Cement concrete M25/A40 in beams, columns, slabs, walls, raft etc. of Machine hall, control building, including TRC, service bay, Transformer etc./ As per Technical Specification(SECTION 9.2.3)

Quantity7748

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Amount -

M25/A20 precast concrete including formwork for cable trenches etc./ As per Technical Specification(SECTION 9.3)

Quantity100

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Amount -

Grouting of equipment foundations/ Bearing plates and anchors / As per Technical Specification(SECTION 9.4)

Quantity-

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Amount -

Non Shrink cement based grout/ As per Technical Specification(SECTION 9.4.1)

Quantity500

Rate-

Amount -

Non Shrink epoxy based grout / As per Technical Specification(SECTION 9.4.2)

Quantity500

Rate-

Amount -

M35/A20 Conc. For 2nd stage and Block outs etc/ As per Technical Specification(SECTION 9.7)

Quantity80

Rate-

Amount -

Porous / Pervious Concrete / As per Technical Specification(SECTION 9.8)

Quantity50

Rate-

Amount -

Formwork (Covered in Concrete)/ As per Technical Specification(SECTION B.10)

Quantity-

Rate-

Amount -

Reinforcing Steel/ As per Technical Specification(SECTION B.11)

Quantity-

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Deformed Reinforcing bars - Grade Fe 500/ As per Technical Specification(SECTION 11.1)

Quantity1896

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Amount -

Plain reinforcing bars/ As per Technical Specification(SECTION 11.2)

Quantity20

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Couplers/ As per Technical Specification(SECTION 11.3)

Quantity-

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32 mm dia/ As per Technical Specification(SECTION 11.3.1)

Quantity1000

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Amount -

36 mm dia/ As per Technical Specification(SECTION 11.3.2)

Quantity1000

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Amount -

Waterstops and joints/ As per Technical Specification(SECTION B.12)

Quantity-

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Amount -

230 mm PVC Water Stop / As per Technical Specification(SECTION 12.1.1)

Quantity70

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Amount -

300 mm PVC Water Stop / As per Technical Specification(SECTION 12.1.2)

Quantity170

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Amount -

Joint fillers/ As per Technical Specification(SECTION 12.2)

Quantity1000

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Amount -

Joint Sealing Compound/ As per Technical Specification(SECTION 12.3)

Quantity100

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Amount -

Bituminous compound/ As per Technical Specification(SECTION 12.4)

Quantity100

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Amount -

Joint Sealant (Including primer)/ As per Technical Specification(SECTION 12.5)

Quantity100

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Amount -

Metalworks/ As per Technical Specification(SECTION B.13)

Quantity-

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Amount -

Stainless steel Railing/ As per Technical Specification(SECTION 13.1)

Quantity2000

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Amount -

GI railing/ As per Technical Specification(SECTION 13.2)

Quantity20

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Amount -

MS Metal works (Ladders, Gratings, Climbing Iron, Frame works, bearing plates, bolts, screw, anchors, MS steel frame works etc) / As per Technical Specification(SECTION 13.2)

Quantity5000

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Amount -

Structural Steel Works/ As per Technical Specification(SECTION B.14)

Quantity-

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Supply and erection of supporting steel structure for false ceiling/ As per Technical Specification(SECTION 14.1)

Quantity42

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Amount -

Building and Architectural Works/ As per Technical Specification(SECTION B.15)

Quantity-

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Amount -

Building and Architectural works in powerhouse , control block area etc/ As per Technical Specification(SECTION 15.1)

Quantity1

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Amount -

Miscellaneous and Ancillary Works (Not Used)/ As per Technical Specification(SECTION B.16)

Quantity-

Rate-

Amount -

Slope protection/ As per Technical Specification(SECTION B.17)

Quantity-

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Supply of 9 mm 4-strand Polypropylene (PP) Rope Gabions (UV stabilized)./ As per Technical Specification(SECTION 17.1)

Quantity20

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Amount -

Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in PP rope gabion box./ As per Technical Specification(SECTION 17.1.1)

Quantity200

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Amount -

Supply of mechanically woven double twisted hexagonal gabions (Zn coated).- 2m x 1m x 1m/ As per Technical Specification(SECTION 17.2)

Quantity2240

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Amount -

Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box./ As per Technical Specification(SECTION 17.4)

Quantity420

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Amount -

Random Rubble Masonary Wall/ As per Technical Specification(SECTION 17.3)

Quantity-

Rate-

Amount -

Wet R R Masonry/ As per Technical Specification(SECTION 17.3.1)

Quantity1831

Rate-

Amount -

Dry R R Masonry/ As per Technical Specification(SECTION 17.3.2)

Quantity100

Rate-

Amount -

Concrete blocks/ As per Technical Specification(SECTION 17.3)

Quantity100

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Amount -

Mulching / Plantation of Grass / Shrubs/ As per Technical Specification(SECTION 17.4)

Quantity100

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Amount -

Jute Geo-Textiles/ As per Technical Specification(SECTION 17.5)

Quantity100

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Amount -

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Uttarakhand Jal Vidyut Nigam Limited Tender

Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

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