Uttarakhand Jal Vidyut Nigam Limited Tender

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Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

Works

Civil And Construction

Pipe Line Project

Eprocure

Dehradun, Uttarakhand

Opening Date16 Aug 2024

Closing Date26 Dec 2024

Tender Amount₹ 1,34,06,00,000

Notes

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Costs

EMD
₹ 3,36,00,000
Document Cost
₹ 1,18,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_UJVN_74574_1
Tender No
01/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-1415.2 kBBOQ_89247.xls

Document-313.9 MBlot1.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)

Quantity142544

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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)

Quantity3000

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

Quantity-

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

Quantity27915

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

Quantity2000

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

Quantity-

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

Quantity7285

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

Quantity1000

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Rock Anchors / Rock Bolts 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)

Quantity500

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

Quantity1000

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

Quantity180

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Self Drilling Hollow Core Anchor 32 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)

Quantity150

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

Quantity2000

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Wire Mesh reinforcement/ As per Technical Specification(SECTION 4.5)

Quantity-

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Chain link fabric/ As per Technical Specification(SECTION 4.5.1)

Quantity1000

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Welded wiremesh/ As per Technical Specification(SECTION 4.5.2)

Quantity1500

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Cable Anchors (Tendons) upto 30m length / As per Technical Specification(SECTION 4.6)

Quantity1000

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Testing of Post Tensioned Rock Bolts /As per Technical Specification(SECTION 4.6.1)

Quantity2

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

Quantity500

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

Quantity1000

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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)

Quantity21

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

Quantity134

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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-

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

Quantity1000

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

Quantity1000

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

Quantity50

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

Quantity1000

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Riprap / As per Technical Specification(SECTION 6.1.5)

Quantity1000

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

Quantity100

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Backfill/ As per Technical Specification(SECTION 6.2)

Quantity-

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Random backfill/ As per Technical Specification(SECTION 6.2.1)

Quantity46000

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Compacted backfill/ As per Technical Specification(SECTION 6.2.2)

Quantity8804

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

Quantity1000

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Gravel fill/ As per Technical Specification(SECTION 6.2.4)

Quantity200

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

Quantity50

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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)

Quantity200

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

Quantity2000

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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)

Quantity500

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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 56 mm dia perforated PVC pipes/ As per Technical Specification(SECTION 7.3.2)

Quantity750

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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)

Quantity728

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

Quantity310

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

Quantity140

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

Quantity60

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Water Pressure Testings - Simple Water Test as per IS:6066 & TS (it shall be carried out in grout , explonatory and check /control holes as directed by the Engineer-in-charge/ As per Technical Specification(SECTION 7.5)

Quantity16

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Consolidation Grouting materials/ As per Technical Specification(SECTION 7.6)

Quantity-

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Cement/ As per Technical Specification(SECTION 7.6.1)

Quantity200

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Amount -

Sand/ As per Technical Specification(SECTION 7.6.2)

Quantity22.9

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Bentonite/ As per Technical Specification(SECTION 7.6.3)

Quantity22.9

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Admixtures/ As per Technical Specification(SECTION 7.6.4)

Quantity229

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

Quantity-

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Permeation Grouting including Material/ As per Technical Specification(SECTION 8.1)

Quantity500

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Amount -

Cement/ As per Technical Specification(SECTION 8.1.1)

Quantity297

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Amount -

Sand/ As per Technical Specification(SECTION 8.1.2)

Quantity30

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Amount -

Bentonite/ As per Technical Specification(SECTION 8.1.3)

Quantity30

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Amount -

Admixtures/ As per Technical Specification(SECTION 8.1.4)

Quantity2000

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Amount -

Silica fume/ As per Technical Specification(SECTION 8.2.8)

Quantity100

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Concrete in River Diversion System including Form Works/ As per Technical Specification(SECTION B.9)

Quantity-

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

Quantity-

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

Quantity10

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Cement concrete M15/A40 - Cladding for Diversion Channel & Coffer dams / As per Technical Specification(SECTION 9.1.2)

Quantity1000

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

Quantity8

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Cement concrete M25/A20 / As per Technical Specification(SECTION 9.1.4)

Quantity5

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Concrete in Blockouts M30/ A20 / As per Technical Specification(SECTION 9.1.5)

Quantity10

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HPC M60/ As per Technical Specification(SECTION 9.1.6)

Quantity10

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Amount -

Plum Concrete M15 with 25% Boulders / As per Technical Specification(SECTION 9.1.7)

Quantity100

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Pervious / Porous Concrete / As per Technical Specification(SECTION 9.1.8)

Quantity100

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Amount -

Concrete in Barrage Structure surface works (including form works) / As per Technical Specification(SECTION 9.2)

Quantity-

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Amount -

PCC M15/A40 levelling concrete / As per Technical Specification(SECTION 9.2.1)

Quantity39994

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Cement concrete M25/A40 in Concrete Blocks/ As per Technical Specification(SECTION 9.2.2)

Quantity28854

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Cement concrete M20/A20 in Raft, Flank wall & Gravity walls, / As per Technical Specification(SECTION 9.2.3)

Quantity6000

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RCC M25/A20 in floors, raft, piers, divide wall ,trainig wall & Bridges/ As per Technical Specification(SECTION 9.2.4)

Quantity28854

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Cement Concrete M35/ A20 - 2nd stage blockouts,& embeded parts etc excluding Silica fume/ As per Technical Specification(SECTION 9.2.5)

Quantity100

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Amount -

Cement Concrete M45/ A20 for trunion beams excluding Silica fume/ As per Technical Specification(SECTION 9.2.6)

Quantity2000

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HPC M60 in barrage bays excluding silica fume/ As per Technical Specification(SECTION 9.2.7)

Quantity10138

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Amount -

Plum Concrete M15 with 25% Boulders / As per Technical Specification(SECTION 9.2.9)

Quantity1000

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Concrete in Power Intakesurface works (Including form works) / As per Technical Specification(SECTION 9.3)

Quantity-

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Amount -

PCC M10/A20 levelling concrete / As per Technical Specification(SECTION 9.3.1)

Quantity10

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Amount -

Cement concrete M15/A40 / As per Technical Specification(SECTION 9.3.2)

Quantity6434

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Amount -

Cement concrete M20/A20/ As per Technical Specification(SECTION 9.3.3)

Quantity3795

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Amount -

Cement concrete M25/A20 / As per Technical Specification(SECTION 9.3.4)

Quantity673

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Amount -

Concrete in Blockouts M30/ A20 / As per Technical Specification(SECTION 9.3.5)

Quantity40

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Amount -

HPC M60/ As per Technical Specification(SECTION 9.3.6)

Quantity10

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Amount -

Plum Concrete M15 with 25% Boulders As per Technical Specification(SECTION 9.7)

Quantity6434

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Amount -

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

Quantity10

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Amount -

Bridge Ancilliaries/ As per Technical Specification(SECTION 9.4)

Quantity-

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Amount -

Elastometric Bearing Pads/ As per Technical Specification(SECTION 9.4.1)

Quantity62

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Amount -

Drain Boxes/ As per Technical Specification(SECTION 9.4.1)

Quantity80

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Formwork (Included in Conc. Works)/ As per Technical Specification(SECTION B 10)

Quantity-

Rate-

Amount -

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)

Quantity3563

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Amount -

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

Quantity50

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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)

Quantity635

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Amount -

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

Quantity225

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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)

Quantity400

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Amount -

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

Quantity520

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Amount -

Joint fillers/ As per Technical Specification(SECTION 12.2)

Quantity3982

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Amount -

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

Quantity1597

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Amount -

Bituminous compound/ As per Technical Specification(SECTION 12.4)

Quantity3978

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Amount -

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

Quantity804

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Amount -

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

Quantity-

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Amount -

Railing/ As per Technical Specification(SECTION 13.1)

Quantity-

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Amount -

Stainless steel Pipe/ As per Technical Specification(SECTION 13.1.1)

Quantity3000

Rate-

Amount -

GI Pipe/ As per Technical Specification(SECTION 13.1.2)

Quantity4000

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Amount -

SS Pipe Hand rail/ As per Technical Specification(SECTION 13.2)

Quantity10

Rate-

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 13.3)

Quantity12400

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Architectural design and construction of control room, DG room, power pack room along with associated architectural works for barrage complex/ As per Technical Specification(SECTION 15.1)

Quantity1

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Amount -

Miscellaneous and Ancillary Works/ As per Technical Specification(SECTION B.16)

Quantity-

Rate-

Amount -

Fencing and gates/ As per Technical Specification(SECTION 16.1)

Quantity10

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Amount -

Fencing / As per Technical Specification(SECTION 16.1.1)

Quantity10

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Amount -

Gates/ As per Technical Specification(SECTION 16.1.2)

Quantity10

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Amount -

Weep holes/ As per Technical Specification(SECTION 16.2)

Quantity10

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Amount -

Concrete Pipe/ As per Technical Specification(SECTION 16.3)

Quantity10

Rate-

Amount -

PVC Pipes/ As per Technical Specification(SECTION 16.4)

Quantity-

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Amount -

36 mm dia/ As per Technical Specification(SECTION 16.4.1)

Quantity210

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Amount -

50 mm dia/ As per Technical Specification(SECTION 16.4.2)

Quantity320

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Amount -

75 mm dia/ As per Technical Specification(SECTION 16.4.3)

Quantity325

Rate-

Amount -

100 mm dia/ As per Technical Specification(SECTION 16.4.4)

Quantity332

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Amount -

150 mm dia/ As per Technical Specification(SECTION 16.4.5)

Quantity336

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Amount -

200 mm dia/ As per Technical Specification(SECTION 16.4.6)

Quantity345

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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)

Quantity500

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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)

Quantity1500

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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 17.3)

Quantity19295

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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)

Quantity2586

Rate-

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)

Quantity1012

Rate-

Amount -

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

Quantity100

Rate-

Amount -

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

Quantity10

Rate-

Amount -

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

Quantity20

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Amount -

Wattling Trenches/ As per Technical Specification(SECTION 17.8)

Quantity50

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Amount -

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

Quantity100

Rate-

Amount -

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

Quantity100

Rate-

Amount -

Bally Benching/ As per Technical Specification(SECTION 17.11)

Quantity6

Rate-

Amount -

Bamboo Piling/ As per Technical Specification(SECTION 17.12)

Quantity10

Rate-

Amount -

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Uttarakhand Jal Vidyut Nigam Limited Tender

Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

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