Uttarakhand Jal Vidyut Nigam Limited Tender
View complete overview of Uttarakhand UJVN Tender
Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender
Civil And Construction
Building Construction
Water Storage And Supply
Eprocure
Opening Date16 Aug 2024
Closing Date26 Dec 2024
Tender Amount₹ 49,77,00,000
Costs
EMD
₹ 1,25,00,000Document Cost
₹ 1,18,000Tender 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_1Tender No
03/UJVNL/DGM/TP/2023-24Tender Authority
Uttarakhand Jal Vidyut Nigam Limited ViewPurchaser Address
-Website
http://https://www.uttarakhandjalvidyut.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
Normal Excavation for all type of Soil without blasting (upto 1.0 cum size boulders)/ As per Technical Specification (SECTION 2.1.1)
30000
-
-
Normal Excavation for all type of Soil with blasting (upto 1.0 cum size boulders)/ As per Technical Specification (SECTION 2.1.1)
39008
-
-
Rock Excavation including dewatering / As per Technical Specification(SECTION 2.2)
-
-
-
Normal Excavation for all type of Rock without blasting / As per Technical Specification(SECTION 2.2.1)
4747
-
-
Normal Excavation for all type of Rock withblasting / As per Technical Specification(SECTION 2.2.2)
4747
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-
Underground Excavation (Not used )/ As per Technical Specification(SECTION B.3)
-
-
-
Rock stabilization and Supports/ As per Technical Specification(SECTION B.4)
-
-
-
Rock Anchors / Rock Bolts 25 mm dia As per Technical Specification(SECTION 4.1)
-
-
-
Length upto 4.0 m/ As per Technical Specification(SECTION 4.1.1)
3000
-
-
Length more than 4.0 m and upto 6.0 m/ As per Technical Specification(SECTION 4.1.2)
500
-
-
Rock Anchors / Rock Bolts 32 mm dia As per Technical Specification(SECTION 4.2)
-
-
-
Length upto 6.0 m/ As per Technical Specification(SECTION 4.2.1)
1000
-
-
Length more than 6.0 m and upto 9.0 m/ As per Technical Specification(SECTION 4.2.2)
1000
-
-
Length more than 9.0 m and upto 12.0 m/ As per Technical Specification(SECTION 4.2.3)
500
-
-
Self Drilling Hollow Core Anchor 32 mm dia/ As per Technical Specification(SECTION 4.3)
-
-
-
Length upto 12.0 m/ As per Technical Specification(SECTION 4.3.1)
1000
-
-
Extensions for embedding into concrete where required / As per Technical Specification(SECTION 4.4)
1000
-
-
Mesh reinforcement/ As per Technical Specification(SECTION 4.5)
-
-
-
Welded wiremesh/ As per Technical Specification(SECTION 4.5.1)
500
-
-
Chain link fabric/ As per Technical Specification(SECTION 4.5.2)
300
-
-
Grouted Anchor bar 25 mm dia/ As per Technical Specification(SECTION 4.7)
-
-
-
Length upto 6.0 m/ As per Technical Specification(SECTION 4.7.1)
1100
-
-
Shotcrete (M-35)/ As per Technical Specification(SECTION B.5)
-
-
-
Plain Shotcrete(M-35) / As per Technical Specification(SECTION 5.1)
250
-
-
SFR (M-35) Shotcrete excluding steel fibre / As per Technical Specification(SECTION 5.2)
500
-
-
Cement variation in shotcrete/ As per Technical Specification(SECTION 5.3)
2000
-
-
Embankment Construction and Backfill/ As per Technical Specification(SECTION B.6)
-
-
-
Coffer dyke in TRC / As per Technical Specification(SECTION 6.1)
-
-
-
Zone 1 material/ As per Technical Specification(SECTION 6.1.1)
1000
-
-
Zone 2 material (Filter Layers)/ As per Technical Specification(SECTION 6.1.2)
2000
-
-
Zone 3A material/ As per Technical Specification(SECTION 6.1.3)
2000
-
-
Zone 3B material/ As per Technical Specification(SECTION 6.1.4)
2000
-
-
Riprap / As per Technical Specification(SECTION 6.1.5)
2000
-
-
Extra for transport for embankment materials beyond 3km and upto 6km/ As per Technical Specification(SECTION 6.1.6)
1000
-
-
Backfill/ As per Technical Specification(SECTION 6.2)
-
-
-
Random backfill/ As per Technical Specification(SECTION 6.2.1)
1000
-
-
Compacted backfill/ As per Technical Specification(SECTION 6.2.2)
29422
-
-
Free-draining backfill/ As per Technical Specification(SECTION 6.2.3)
1000
-
-
Gravel fill/ As per Technical Specification(SECTION 6.2.4)
100
-
-
Sand-gravel fill/ As per Technical Specification(SECTION 6.2.5)
100
-
-
Drilling, Grouting and Pressure Relief Holes/ As per Technical Specification(SECTION B.7)
-
-
-
Drilling for consolidation grouting/ As per Technical Specification(SECTION 7.1)
-
-
-
Drilling for grout holes 45 mm dia/ As per Technical Specification(SECTION 7.1.1)
500
-
-
Placing grout (excluding cement)/ As per Technical Specification(SECTION 7.2)
-
-
-
Consolidation grouting/ As per Technical Specification(SECTION 7.2.1)
200
-
-
Drilling for Pressure Relief holes/ As per Technical Specification(SECTION 7.3)
-
-
-
Drilling of 75 mm dia hole/ As per Technical Specification(SECTION 7.3.1)
500
-
-
Supply and installation of 57 mm dia perforated PVC pipes/ As per Technical Specification(SECTION 7.3.2)
500
-
-
Drilling of exploratory holes, check holes and holes for instrumentation / As per Technical Specification(SECTION 7.4)
-
-
-
Drilling of 45 dia holes/ As per Technical Specification(SECTION 7.4.1)
300
-
-
Drilling of 76 dia holes/ As per Technical Specification(SECTION 7.4.2)
500
-
-
Drilling of 98 dia holes/ As per Technical Specification(SECTION 7.4.3)
500
-
-
Extra for core recovery/ As per Technical Specification(SECTION 7.4.4)
50
-
-
Odex drilling and grouting(pipe & sleeve method) in overburden/ As per Technical Specification(SECTION 7.5)
300
-
-
Grouting materials/ As per Technical Specification(SECTION 7.6)
-
-
-
Cement/ As per Technical Specification(SECTION 7.6.1)
200
-
-
Sand/ As per Technical Specification(SECTION 7.6.2)
20
-
-
Bentonite/ As per Technical Specification(SECTION 7.6.3)
30
-
-
Admixtures/ As per Technical Specification(SECTION 7.6.4)
10
-
-
Seepage Cut-off Works (Permeation Grouting) (Not Used)/ As per Technical Specification(SECTION B.8)
-
-
-
Concrete including Form Works/ As per Technical Specification(SECTION B.9)
-
-
-
Concrete in Surface works / As per Technical Specification(SECTION 9.1)
-
-
-
Cement concrete M15/A20 / As per Technical Specification(SECTION 9.1.1)
150
-
-
Cement concrete M15/A20 / As per Technical Specification(SECTION 9.1.2)
855
-
-
Plum Concrete M15 with 25% Boulders / As per Technical Specification(SECTION 9.1.3)
200
-
-
Cement concrete M20/A20 / As per Technical Specification(SECTION 9.1.3)
8259
-
-
Concrete in Power house, Transformer (Including form Works) / As per Technical Specification(SECTION 9.2)
-
-
-
Cement Concrete around spiral casing, Draft tube etc up to Turbine Floor / As per Technical Specification(SECTION 9.2.1)
-
-
-
M25/A20 / As per Technical Specification(SECTION 9.2.1)
8000
-
-
Cement concrete M25/A40 for Generator barrel in power house / As per Technical Specification(SECTION 9.2.2)
8000
-
-
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)
7748
-
-
M25/A20 precast concrete including formwork for cable trenches etc./ As per Technical Specification(SECTION 9.3)
100
-
-
Grouting of equipment foundations/ Bearing plates and anchors / As per Technical Specification(SECTION 9.4)
-
-
-
Non Shrink cement based grout/ As per Technical Specification(SECTION 9.4.1)
500
-
-
Non Shrink epoxy based grout / As per Technical Specification(SECTION 9.4.2)
500
-
-
M35/A20 Conc. For 2nd stage and Block outs etc/ As per Technical Specification(SECTION 9.7)
80
-
-
Porous / Pervious Concrete / As per Technical Specification(SECTION 9.8)
50
-
-
Formwork (Covered in Concrete)/ As per Technical Specification(SECTION B.10)
-
-
-
Reinforcing Steel/ As per Technical Specification(SECTION B.11)
-
-
-
Deformed Reinforcing bars - Grade Fe 500/ As per Technical Specification(SECTION 11.1)
1896
-
-
Plain reinforcing bars/ As per Technical Specification(SECTION 11.2)
20
-
-
Couplers/ As per Technical Specification(SECTION 11.3)
-
-
-
32 mm dia/ As per Technical Specification(SECTION 11.3.1)
1000
-
-
36 mm dia/ As per Technical Specification(SECTION 11.3.2)
1000
-
-
Waterstops and joints/ As per Technical Specification(SECTION B.12)
-
-
-
230 mm PVC Water Stop / As per Technical Specification(SECTION 12.1.1)
70
-
-
300 mm PVC Water Stop / As per Technical Specification(SECTION 12.1.2)
170
-
-
Joint fillers/ As per Technical Specification(SECTION 12.2)
1000
-
-
Joint Sealing Compound/ As per Technical Specification(SECTION 12.3)
100
-
-
Bituminous compound/ As per Technical Specification(SECTION 12.4)
100
-
-
Joint Sealant (Including primer)/ As per Technical Specification(SECTION 12.5)
100
-
-
Metalworks/ As per Technical Specification(SECTION B.13)
-
-
-
Stainless steel Railing/ As per Technical Specification(SECTION 13.1)
2000
-
-
GI railing/ As per Technical Specification(SECTION 13.2)
20
-
-
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)
5000
-
-
Structural Steel Works/ As per Technical Specification(SECTION B.14)
-
-
-
Supply and erection of supporting steel structure for false ceiling/ As per Technical Specification(SECTION 14.1)
42
-
-
Building and Architectural Works/ As per Technical Specification(SECTION B.15)
-
-
-
Building and Architectural works in powerhouse , control block area etc/ As per Technical Specification(SECTION 15.1)
1
-
-
Miscellaneous and Ancillary Works (Not Used)/ As per Technical Specification(SECTION B.16)
-
-
-
Slope protection/ As per Technical Specification(SECTION B.17)
-
-
-
Supply of 9 mm 4-strand Polypropylene (PP) Rope Gabions (UV stabilized)./ As per Technical Specification(SECTION 17.1)
20
-
-
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)
200
-
-
Supply of mechanically woven double twisted hexagonal gabions (Zn coated).- 2m x 1m x 1m/ As per Technical Specification(SECTION 17.2)
2240
-
-
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)
420
-
-
Random Rubble Masonary Wall/ As per Technical Specification(SECTION 17.3)
-
-
-
Wet R R Masonry/ As per Technical Specification(SECTION 17.3.1)
1831
-
-
Dry R R Masonry/ As per Technical Specification(SECTION 17.3.2)
100
-
-
Concrete blocks/ As per Technical Specification(SECTION 17.3)
100
-
-
Mulching / Plantation of Grass / Shrubs/ As per Technical Specification(SECTION 17.4)
100
-
-
Jute Geo-Textiles/ As per Technical Specification(SECTION 17.5)
100
-
-
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