Uttarakhand Jal Vidyut Nigam Limited Tender

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Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

Works

Civil And Construction

Excavation

Eprocure

Dehradun, Uttarakhand

Opening Date16 Aug 2024

Closing Date26 Dec 2024

Tender Amount₹ 1,31,76,00,000

Notes

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Costs

EMD
₹ 3,30,00,000
Document Cost
₹ 1,18,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_UJVN_74597_1
Tender No
02/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-41.1 MBTendernotice_1.pdf

Tender Notice-3680.0 kBdateextensionnotic...dateextensionnotice_6.pdf

BOQ-1350.2 kBBOQ_89270.xls

Document-314.8 MBlot2.pdf

Document-2590.1 kBcorrig.pdf

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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)

Quantity27737

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Normal Excavation for all type of Soil with blasting (upto 1.0 cum size boulders)/ As per Technical Specification (SECTION 2.1.2)

Quantity27737

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

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

Quantity3082

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Excavation for all type of Rock with blasting including surge shaft excavation / As per Technical Specification(SECTION 2.2.2)

Quantity3082

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Underground Excavation (Including Dewatering)/ As per Technical Specification(SECTION B.3)

Quantity-

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Excavation of Tunnels i.e HRT, Adits & Pressure Shafts/As per Technical Specification(SECTION B.3.1)

Quantity-

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Class I, II, & III/ As per Technical Specification(SECTION 3.1.1)

Quantity152415

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Class IV and V / As per Technical Specification(SECTION 3.1.2)

Quantity126127

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By Multiple drifting due to geological reasons / As per Technical Specification(SECTION 3.1.3)

Quantity500

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Removal of material arising from overbreak accepted due to geological conditions/ As per Technical Specification(SECTION 3.4)

Quantity26600

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Extra for haulage of excavated materials/ As per Technical Specification(SECTION 3.5)

Quantity-

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Beyond 6 km and up to 9 km / As per Technical Specification(SECTION 3.5.1)

Quantity1000

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Line drilling / As per Technical Specification(SECTION 3.6)

Quantity1945

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Dental excavation / As per Technical Specification(SECTION 3.7)

Quantity3000

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

Quantity-

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Resin grouted rockbolts 25 mm dia/ As per Technical Specification(SECTION B.4.1)

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

Quantity-

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

Quantity66157

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

Quantity2000

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Resin grouted rockbolts 32 mm dia/As per Technical Specification(SECTION 4.2)

Quantity-

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

Quantity1000

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

Quantity475

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

Quantity475

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Resin grouted rockbolts 36 mm dia/As per Technical Specification(SECTION 4.3)

Quantity-

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Length upto 6.0 m/ As per Technical Specification(SECTION 4.3.1)

Quantity360

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Length more than 6.0 m and upto 9.0 m/ As per Technical Specification(SECTION 4.3.2)

Quantity360

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Length more than 9.0 m and upto 12.0 m/ As per Technical Specification(SECTION 4.3.3)

Quantity360

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Rock bolt testing/As per Technical Specification(SECTION 4.4)

Quantity-

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Rockbolts 25 mm dia/ As per Technical Specification(SECTION 4.4.1)

Quantity873

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Rockbolts 32 mm dia/ As per Technical Specification(SECTION 4.4.2)

Quantity38

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Rockbolts 36 mm dia/ As per Technical Specification(SECTION 4.4.3)

Quantity18

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Rock Anchor Extension / embedding into concrete where required/ As per Technical Specification(SECTION 4.5.)

Quantity2150

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Grouted anchor bar/As per Technical Specification(SECTION 4.6)

Quantity-

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25 mm dia/ As per Technical Specification(SECTION 4.6.1)

Quantity66157

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32 mm dia/ As per Technical Specification(SECTION 4.6.2)

Quantity936

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Water expandable friction anchor/As per Technical Specification(SECTION 4.7)

Quantity-

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

Quantity302

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Self Drilling Hollow Core Anchor/As per Technical Specification(SECTION 4.8)

Quantity-

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25 mm dia/ As per Technical Specification(SECTION 4.7.1)

Quantity400

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32 mm dia/ As per Technical Specification(SECTION 4.7.1)

Quantity330

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Self Drilling Fibre Glass rockbolt 25 mm dia/ As per Technical Specification(SECTION 4.9)

Quantity-

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Length upto 6.0 m/ As per Technical Specification(SECTION 4.9.1)

Quantity500

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Mesh reinforcement/ As per Technical Specification(SECTION 4.10)

Quantity-

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Chain link fabric/ As per Technical Specification(SECTION 4.10.1)

Quantity10

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Welded wiremesh/ As per Technical Specification(SECTION 4.10.2)

Quantity200

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Lattice Girder / As per Technical Specification(SECTION 4.11)

Quantity213

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Steel ribs, supply and installation (including accessories)/As per Technical Specification(SECTION 4.11.1)

Quantity781

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Steel lagging supply and installation / As per Technical Specification(SECTION 4.12)

Quantity10

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Precast concrete lagging/ As per Technical Specification(SECTION 4.13)

Quantity1489

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Drilling for Pregrouting As per Technical Specification(SECTION 4.14)

Quantity-

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45 mm dia holes/ As per Technical Specification(SECTION 4.14.1)

Quantity2000

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57 mm dia holes/ As per Technical Specification(SECTION 4.14.2)

Quantity406

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Grouting Operations / As per Technical Specification(SECTION 4.15)

Quantity-

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45 mm dia holes / As per Technical Specification(SECTION 4.15.1)

Quantity180

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57 mm dia holes/As per Technical Specification(SECTION 4.15.2)

Quantity185

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Fore poling / As per Technical Specification(SECTION 4.16)

Quantity-

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Fore poling (Drilling & Installation)/ As per Technical Specification(SECTION 4.16.1)

Quantity10

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Grouting Operations / As per Technical Specification(SECTION 4.16.1)

Quantity500

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Pipe Roofing / As per Technical Specification(SECTION 4.17)

Quantity500

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Pre-drainage holes 45 mm dia / As per Technical Specification(SECTION 4.18)

Quantity500

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

Quantity-

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

Quantity2327

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

Quantity3089

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

Quantity1000

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

Quantity-

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Contact Grouting/ As per Technical Specification(SECTION B.7.1)

Quantity-

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Drilling of 45 mm dia holes for contact grouting As per Technical Specification(SECTION B.7.2)

Quantity-

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For tunnel/ As per Technical Specification(SECTION 7.1.1)

Quantity1000

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For tunnel plug/ As per Technical Specification(SECTION 7.1.2)

Quantity300

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Grouting Operations / As per Technical Specification(SECTION 7.1.3)

Quantity-

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For tunnel/ As per Technical Specification(SECTION 7.1.4)

Quantity200

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For tunnel plug/ As per Technical Specification(SECTION 7.1.5)

Quantity100

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Drilling of 45 dia holes for Consolidation grouting / As per Technical Specification(SECTION 7.2)

Quantity-

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In tunnels & tunnel plug/ As per Technical Specification(SECTION 7.1.2)

Quantity500

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Redrilling of holes/ As per Technical Specification(SECTION 7.1.3)

Quantity300

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For tunnel plug (50% rate of item no. 7.1.2)/ As per Technical Specification(SECTION 7.1.4)

Quantity190

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Drilling for curtain grouting for tunnel plugs / As per Technical Specification(SECTION B.7.3)

Quantity-

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Grouting operations/ As per Technical Specification(SECTION 7.3.1)

Quantity210

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Redrilling for Curtain Grouting (50% rate of 7.3.1)/ As per Technical Specification(SECTION 7.3.2)

Quantity105

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45 mm dia pressure relief holes in the tunnels/ 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)

Quantity200

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Supply and installation of 36 mm dia perforated PVC pipes As per Technical Specification(SECTION 7.4.2)

Quantity170

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Supply and installation of drain outlet devices/ As per Technical Specification(SECTION 7.5)

Quantity90

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Non Return Valves (NRV)/ As per Technical Specification(SECTION 7.6)

Quantity20

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Drilling of exploratory holes, check holes and holes for instrumentation / As per Technical Specification(SECTION 7.7)

Quantity-

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Drilling of 45 dia holes/ As per Technical Specification(SECTION 7.7.1)

Quantity130

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Drilling of 76 dia holes/ As per Technical Specification(SECTION 7.7.2)

Quantity100

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Drilling of 98 dia holes/ As per Technical Specification(SECTION 7.7.3)

Quantity80

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Extra for core recovery/ As per Technical Specification(SECTION 7.7.4)

Quantity50

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Water pressure testing - simple water test/ As per Technical Specification(SECTION 7.8)

Quantity80

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Embedded pipes and fittings for grouting left permanently in place/ As per Technical Specification(SECTION 7.9)

Quantity220

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Placing grout (Excluding cement)/ As per Technical Specification(SECTION 7.10)

Quantity1000

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Amount -

Contact grouting ordered by the Engineer-in-Charge/ As per Technical Specification(SECTION 7.11)

Quantity5793

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Fill grouting/ As per Technical Specification(SECTION 7.12)

Quantity-

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In Temporary drainage system/ As per Technical Specification(SECTION 7.12.1)

Quantity90

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In exploratory holes/ As per Technical Specification(SECTION 7.12.2)

Quantity80

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Consolidation grouting including grouting for tunnel plug/ As per Technical Specification(SECTION 7.13)

Quantity-

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-Single stage grouting/ As per Technical Specification(SECTION 7.13.1)

Quantity140

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-Multiple stage grouting/ As per Technical Specification(SECTION 7.13.2)

Quantity80

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Consolidation Grouting materials/ As per Technical Specification(SECTION 7.14)

Quantity-

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Cement/ As per Technical Specification(SECTION 7.14.1)

Quantity500

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Sand/ As per Technical Specification(SECTION 7.14.2)

Quantity15

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Bentonite/ As per Technical Specification(SECTION 7.14.3)

Quantity15

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Microfine cement/ As per Technical Specification(SECTION 7.14.4)

Quantity29

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Super Plasticizer/ As per Technical Specification(SECTION 7.14.5)

Quantity23

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Admixtures/ As per Technical Specification(SECTION 7.14.6)

Quantity1000

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Colloidal Silica/ As per Technical Specification(SECTION 7.14.7)

Quantity18

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Permeation Grouting including Material/ As per Technical Specification(SECTION B.8)

Quantity50

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Amount -

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

Quantity-

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Plain Cement Concrete lining in Invert including formwork in all tunnels & Shafts / As per Technical Specification(SECTION 9.1)

Quantity-

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-M 25/ A20 / As per Technical Specification(SECTION 9.1.1)

Quantity6237

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Amount -

-M 20/ A20 / As per Technical Specification(SECTION 9.1.2)

Quantity430

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Amount -

-M 15/ A20 / As per Technical Specification(SECTION 9.1.3)

Quantity1059

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Amount -

Plain Cement Concrete lining in Overt including formwork in all tunnels & Shafts / As per Technical Specification(SECTION 9.2)

Quantity-

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-M 25/ A20 / As per Technical Specification(SECTION 9.2.1)

Quantity16000

Rate-

Amount -

-M 20/ A20 / As per Technical Specification(SECTION 9.2.2)

Quantity125

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Amount -

-M 15/ A20 / As per Technical Specification(SECTION 9.2.3)

Quantity3000

Rate-

Amount -

Reinforced Cement Concrete in Tunnels/ As per Technical Specification(SECTION 9.3)

Quantity-

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Amount -

-M 25/ A20 / As per Technical Specification(SECTION 9.3.1)

Quantity2922

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Amount -

-M20/ A20 in Geological Approved Overbreaks (75% of rate in 9.3.1)/ As per Technical Specification(SECTION 9.3.2)

Quantity628

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Tunnel plugs - M20/ A40 / As per Technical Specification(SECTION 9.4)

Quantity2920

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Amount -

M15/A40 backfill concrete behind steel ribs in geologically approved overbreaks in tunnels/ As per Technical Specification(SECTION 9.5)

Quantity24070

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M25/A20 precast concrete including formwork/ As per Technical Specification(SECTION 9.6)

Quantity205

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Amount -

Form Work (included in concrete lining work )/ As per Technical Specification(SECTION B.10)

Quantity-

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

Quantity-

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Amount -

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

Quantity513

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Amount -

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

Quantity15

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Amount -

Couplers/ As per Technical Specification(SECTION 11.3)

Quantity-

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Amount -

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

Quantity500

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Amount -

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

Quantity500

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Amount -

Waterstops and joints (not used)/ As per Technical Specification(SECTION B.12)

Quantity-

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Amount -

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

Quantity-

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Amount -

Protective net on top / As per Technical Specification(SECTION 13.1)

Quantity1

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Amount -

Stainless steel Railing/ As per Technical Specification(SECTION 13.2)

Quantity276

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GI railing/ As per Technical Specification(SECTION 13.3)

Quantity200

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Amount -

MS Metal works (Ladders, Gratings, Climbing Iron, Frame works, bearing plates, bolts, screw, anchors, MS steel frame works and erection hooks etc) / As per Technical Specification(SECTION 13.4)

Quantity3500

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Amount -

Structural Steel Works ( Not used )/ As per Technical Specification(SECTION B.14)

Quantity-

Rate-

Amount -

Building & Architectural Works (Not Used)/ As per Technical Specification(SECTION B.15)

Quantity-

Rate-

Amount -

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

Quantity-

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Amount -

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

Quantity-

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Amount -

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

Quantity800

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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 17.2)

Quantity200

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Amount -

Supply of mechanically woven double twisted hexagonal gabions (Zn coated)./ As per Technical Specification(SECTION 17.3)

Quantity640

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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)

Quantity150

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Amount -

Random Rubble Masonary Wall/ As per Technical Specification(SECTION 17.5)

Quantity-

Rate-

Amount -

Wet R R Masonry/ As per Technical Specification(SECTION 17.5.1)

Quantity400

Rate-

Amount -

Dry R R Masonry/ As per Technical Specification(SECTION 17.5.2)

Quantity300

Rate-

Amount -

Rock paving in mortar/ As per Technical Specification(SECTION 17.6)

Quantity340

Rate-

Amount -

Precast Concrete blocks/ As per Technical Specification(SECTION 17.7)

Quantity150

Rate-

Amount -

Wattling Trenches/ As per Technical Specification(SECTION 17.8)

Quantity150

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Amount -

Mulching / Plantation of Grass / Shrubs/ As per Technical Specification(SECTION 17.9)

Quantity100

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Amount -

Jute Geo-Textiles/ As per Technical Specification(SECTION 17.10)

Quantity100

Rate-

Amount -

Bally Benching/ As per Technical Specification(SECTION 17.11)

Quantity90

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Amount -

Bamboo Piling/ As per Technical Specification(SECTION 17.12)

Quantity80

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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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