Uttarakhand Jal Vidyut Nigam Limited Tender

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Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Electrical and Electronics
Electrical Works
Eprocure
Opening Date13 Feb 2025
Closing Date30 Mar 2025
Tender Amount₹ 1,34,58,00,000 
Notes
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Costs

Summary

Construction of underground Power House Building, Tail Race tunnel, Switch yard and other associated work of Power House site, Adits ,

Description

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BOQ Items

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UNDER GROUND EXCAVATION (Sr. no 5 to 8) [As per Technical Specification SECTION B.3 ]

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Underground excavation in Vertical Pressure shaft, Cable shaft in all classes of Rock [As per Technical Specification 3.8/3.15]

11000

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Underground Excavation in Powerhouse Cavern / Transformer Cavern in all classes of Rock [As per Technical Specification 3.8/3.15]

83000

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Underground Excavation in Horizontal portion of Pressure shaft, Vantilation tunnel, Main Access Tunnel, Tail race Tunnel and associated Adits in all classes of Rock [As per Technical Specification 3.8/3.15]

50000

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Underground excavation in Drainage Galleries in all classes of Rock [As per Technical Specification 3.8/3.15]

2300

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ROCK SUPPORTS FOR OPEN/SURFACE EXCAVATION (Sr. no 10 to 23) [As per Technical Specification SECTION B.4 ]

-

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Rock anchors grouted (25mm dia.),Length up to 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

1800

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Rock anchors grouted (25mm dia.),Length more than 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

50

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Rock anchors grouted (32mm dia.),Length up to 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

50

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Rock anchors grouted (32mm dia.),Length more than 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

50

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Rock bolts (Resin end anchorage and cement grouted) 25mm dia. ,Length up to 6.0 m [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]

100

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Rock bolts (Resin end anchorage and cement grouted) 25mm dia. ,Length more than 6.0 m [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]

100

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Rock bolts (Resin end anchorage and cement grouted) 32mm dia. ,Length up to 6.0 m [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]

100

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Rock bolts (Resin end anchorage and cement grouted) 32mm dia. ,Length more than 6.0 m [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]

100

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Self Drilling Anchor 25 ,Length up to 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Self Drilling Anchor 25 ,Length more than 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Self Drilling Anchor 32 ,Length up to 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Self Drilling Anchor 32 ,Length more than 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Chain link fabric [As per Technical Specification 4.7.1/4.10.4]

2300

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Welded wire mesh [As per Technical Specification 4.7.2/4.10.4]

4900

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ROCK SUPPORTS FOR UNDERGROUND EXCAVATION (Sr. no 25 to 49) [As per Technical Specification SECTION B.4 ]

-

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Rock anchors grouted (25mm dia.),Length upto 6m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

1500

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Rock anchors grouted (25mm dia.),Length more than 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

100

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Rock anchors grouted (32mm dia.),Length up to 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

100

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Rock anchors grouted (32mm dia.),Length more than 6 m [As per Technical Specification 4.5.2/4.10.1/4.10.2]

28700

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Rock bolts (Resin end anchorage and cement grouted) 25mm dia.,Length up to 6.0 m [As per Technical Specification 4.5.4/4.10.1/4.10.2]

1650

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Rock bolts (Resin end anchorage and cement grouted) 25mm dia.,Length more than 6.0 m [As per Technical Specification 4.5.4/4.10.1/4.10.2]

16500

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Rock bolts (Resin end anchorage and cement grouted) 32mm dia.,Length up to 6.0 m [As per Technical Specification 4.5.4/4.10.1/4.10.2]

100

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Rock bolts (Resin end anchorage and cement grouted) 32mm dia.,Length more than 6.0 m [As per Technical Specification 4.5.4/4.10.1/4.10.2]

100

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Rock Bolt / Rock Anchor Extensions into Concrete [As per Technical Specification 4.5.7]

200

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Self Drilling Anchor 25,Length up to 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Self Drilling Anchor 25,Length more than 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Self Drilling Anchor 32,Length up to 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Self Drilling Anchor 32,Length more than 6 m [As per Technical Specification 4.5.8/4.10.1]

100

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Cable Anchors/ Tendons 25MT , 10.0 m to 20.0 m long [As per Technical Specification 4.6/4.10.1/4.10.3]

200

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Cable Anchors/ Tendons 25MT , above 20.0 m long [As per Technical Specification 4.6/4.10.1/4.10.3]

100

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Chain link fabric [As per Technical Specification 4.7.1/4.10.4]

600

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Welded wire mesh [As per Technical Specification 4.7.2/4.10.4]

5900

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Permanent Steel support in all type of underground works -Steel Ribs [As per Technical Specification 4.8/4.10.5]

110

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Permanent Steel support in Shafts [As per Technical Specification 4.8/4.10.5]

25

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Lattice Girders [As per Technical Specification 4.8.2/4.10.5]

10

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Steel Lagging [As per Technical Specification 4.8.4/4.10.5]

15

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Precast Reinforced Concrete lagging [As per Technical Specification 4.8.4/4.10.5]

350

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Fore Poling using Reinforcement Bars and Structural Steel [As per Technical Specification 4.9.1/4.10.6]

60900

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Pipe Roofing,50 Dia. Medium MS pipe [As per Technical Specification 4.9.2/4.10.7]

1100

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Pipe Roofing,75 Dia. Medium MS pipe [As per Technical Specification 4.9.2/4.10.7]

350

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SHOTCRETE / GUNITING (Sr. no 51 to 55) [As per Technical Specification B.5]

-

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Plain shotcrete-Open/Surface Works [As per Technical Specification 5.1/5.6/5.17]

200

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Steel fibre Reinforced Shotcrete (SFRS) [As per Technical Specification 5.1/5.6/5.17]

10

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Plain shotcrete-Underground works [As per Technical Specification 5.1/5.6/5.17]

4300

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Steel fibre reinforced shotcrete (SFRS)-Underground works [As per Technical Specification 5.1/5.4/5.6/5.17]

170

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Guniting (1 Bag = 50kg of Cement) [As per Technical Specification 5.11/5.17]

50

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BACKFILL AND PITCHING (Sr. no 57 to 58) [As per Technical Specification SECTION B.6]

-

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Compacted Backfill [As per Technical Specification 6.3/6.10/6.11]

500

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Stone pitching [As per Technical Specification 6.6/6.10/6.11]

1500

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DRILLING AND GROUTING (Sr. no 60 to 71) [As per Technical Specification SECTION B-7]

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Drilling for Contact/consolidation Grouting [As per Technical Specification 7.3/7.7.1/7.8.2/7.8.4/7.9]

1950

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Grouting operation (Shifting of Equipments) [As per Technical Specification 7.3/7.5/7.8.1/7.8.4/7.9]

400

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Contact/consolidation Grouting (1 Bag = 50kg of Cement) [As per Technical Specification 7.3/7.5/7.8.1/7.8.4/7.9]

2000

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Drilling of drainage hole/probe hole 38mm dia. [As per Technical Specification 7.9.9]

2350

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Drilling of drainage hole/probe hole 76mm dia. [As per Technical Specification 7.9.9]

20100

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Perforated PVC pipes 50mm dia. for drainage [As per Technical Specification 7.9.9]

1200

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Drilling of Exploratory Holes / Instrumentation/ Check holes etc. (As per Technical Specification 7.8.2.2/7.9.11/7.9.13]

200

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Drilling of Exploratory Holes / Instrumentation/ Check holes etc. Drilling Nx/Hx size exploratory hole with core recovery [As per Technical Specification 7.8.2.2/7.9.10/7.9.11]

200

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Drilling of Exploratory Holes / Instrumentation/ Check holes etc. Drilling Nx/Hx size exploratory hole without core recovery [As per Technical Specification 7.8.2.2/7.9.10/7.9.11]

200

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Embedded pipes & fittings [As per Technical Specification 7.9.14]

20

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Drilling of 100mm dia.drainage holes in seepage gallery [As per Technical Specification 7.9.10]

2000

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Drilling of 300mm dia. holes for laying cross drainage pipes [As per Technical Specification 7.9.10]

650

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Concrete in Tunnel (including Bus Duct, MAT, TRT, VT, Escape Tunnel,Flow measurement Gallery) (Sr. no 73 to 77) [As per Technical Specification 9.5/9.16.3/9.17.3]

-

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Concrete of grade M15/A40 [As per Technical Specification 9.5/9.16.3/9.17.3]

150

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Concrete of grade M25/ A20 [As per Technical Specification 9.5/9.16.3/9.17.3]

5200

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Concrete of grade M25/ A40 [As per Technical Specification 9.5/9.16.3/9.17.3]

100

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Back fill concrete of grade M15/A40 [As per Technical Specification 9.5/9.16.4/9.17.4]

550

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Concrete in plugging of adits of grade M20/A40 [As per Technical Specification 9.5/9.16.7/9.17.6]

700

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Concrete in Pressure Shaft/ shaft (Sr. no 79 to 81) [As per Technical Specification 9.5/9.16.3/9.17.3]

-

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Concrete behind steel liner of Grade M15/A20 [As per Technical Specification 9.5/9.16.4/9.17.4]

3200

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Shaft concrete lining of Grade M25/A40 [As per Technical Specification 9.5/9.16.3/9.17.3]

400

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Back fill concrete behind rib of grade M15/A40 [As per Technical Specification 9.5/9.16.4/9.17.4]

200

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Concrete in Power House cavern/Transformer Cavern etc. (Sr. no 83 to 94) [As per Technical Specification 9.5/9.16.6/9.17.3]

-

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Conrete above Machine floor level (Column and crane beam) of grade M25/ A20 [As per Technical Specification 9.5/9.16.5/9.17.3]

300

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Conrete in service bay and control room building of grade M15/A40 [As per Technical Specification 9.5/9.16.5 /9.17.3]

100

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Conrete in service bay and control room building of grade M25/ A20 [As per Technical Specification 9.5/9.16.5/9.17.3]

1650

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Concrete below Machine floor level of grade M15/A40 [As per Technical Specification 9.5/9.16.5 /9.17.3]

100

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Concrete below Machine floor level of grade M25/ A20 [As per Technical Specification 9.5/9.16.5/9.17.3]

8800

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Concrete below Machine floor level of grade M25/ A40 [As per Technical Specification 9.5/9.16.5/9.17.3]

100

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Concrete below Machine floor level, Second stage concrete of grade M30/A20 [As per Technical Specification 9.5/9.11.5/9.17.7]

100

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Self compacted Concrete (SCC] M35/A10 [As per Technical Specification 9.17.7]

25

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Non shrinkage Epoxy grout [As per Technical Specification 9.16.11/9.17.8]

500

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Non shrinkage Pourable cementious grout [As per Technical Specification 9.16.11/9.17.8]

500

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Concrete in Transformer & GIS Cavern of grade M25/ A20 [As per Technical Specification 9.5/9.16.5/9.17.3]

3050

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Concrete for Open- Tunnel Portal and pothead yard of grade M25/ A20 [As per Technical Specification 9.5/9.16.5/9.17.3]

200

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Admixtures (Sr. no 96 to 97) [As per Technical Specification 9.4.4/9.7.13]

-

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Super plasticizer (Type F/G] [As per Technical Specification 9.4.4/9.17.13]

133000

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Bentonite [As per Technical Specification SECTION B7/ 7.7.3/7.9.7]

1000

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REINFORCING STEEL (Sr. no 99 to 100) [As per Technical Specification SECTION B.11]

-

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Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts. [As per Technical Specification 11.12]

3450

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Couplers [As per Technical Specification 11.7/11.12]

100

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WATERSTOPS (Sr. no 102 to 104) [As per Technical Specification SECTION B.12]

-

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-

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PVC water stops 300 mm wide [As per Technical Specification 12.5.1/12.7]

1500

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PVC water stops 150 mm wide [As per Technical Specification 12.5.1/12.7]

1500

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Bituminous coating [As per Technical Specification 12.5.5/12.7]

500

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METAL WORKS (Sr. no 106 to 109) [As per Technical Specification SECTION B.13 and B21]

-

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Steel Liner in Pressure Shaft [As per Technical Specification 21.7]

1265

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Embedded Metal Works, Miscellaneous steel sections including frames, gratings, covers,climbing irons (rungs) etc [As per Technical Specification 13.7.2/13.7.3/13.9.4/13.9.3/13.7.6/13.9.6]

35

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Hand rails/Railing /Ladders [As per Technical Specification 13.7.4/13.7.5/13.9.5/13.7.6/13.9.6]

1650

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Erection of Embedded Parts Supplied by Others [As per Technical Specification 13.9.8]

7100

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Building and Architectural Works in Powerhouse (Sr. no 111 to 114) [As per Technical Specification SECTION B.14]

-

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Building and Architectural work in Powerhouse and Tranformer cavern and potheadyard including finishing works complete in all respect etc. [As per Technical Specification 14.20.1]

1

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-

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Suspended Ceiling -Suspenders & Supportings [As per Technical Specification 14.8/14.20.2]

80

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Suspended Ceiling -Sheet [As per Technical Specification 14.8/14.20.2]

5650

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Wall Paneling [As per Technical Specification 14.19/14.20.1]

9000

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MISCELLANEOUS AND ANCILLARY WORKS, SLOPE PROTECTION (Sr. no 116 to 125) [As per Technical Specification SECTION B.15 & B16]

-

-

-

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Fencing & Gates [As per Technical Specification 15.2/15.7.2]

10000

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PVC pipes-75 mm nominal dia. [As per Technical Specification 15.5/15.7.5]

100

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-

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PVC pipes-100 mm nominal dia. [As per Technical Specification 15.5/15.7.5]

100

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-

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PVC pipes-150 mm nominal dia. [As per Technical Specification 15.5/15.7.5]

100

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-

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PVC pipes-300 mm nominal dia. [As per Technical Specification 15.5/15.7.5]

650

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-

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Gabions with boulders filling [As per Technical Specification 16.3/16.9.2]

500

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-

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Wirecrate with boulders filling [As per Technical Specification 16.3/16.9.3]

500

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-

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Grass turf [As per Technical Specification 16.6/16.9.7]

500

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Cementious Composite Geo-synthetic carpet (CCGC) 8mm thick [As per Technical Specification 16.9.9]

200

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Cementious Composite Geo-synthetic carpet (CCGC) 5mm thick [As per Technical Specification 16.9.9]

200

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Instrumentation for Monitoring (Sr. no 127 to 135) [As per Technical Specification SECTION B.17]

-

-

-

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Load cells [As per Technical Specification 17.7.2/17.8.2/17.7.3/17.8.3]

48

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-

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Tape convergence points [As per Technical Specification 17.7.6/17.8.6]

105

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Single point borehole extensometer [As per Technical Specification 17.7.4/17.8.4]

27

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-

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Multiple point borehole extensometer [As per Technical Specification 17.7.4/17.8.4]

63

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-

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Bi-Reflex Target (BRT) [As per Technical Specification 17.7.5/17.8.5]

115

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-

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Portable Read-Out Unit [As per Technical Specification 17.7.8/17.8.8]

8

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-

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10-Position Junction Cum Switch Box [As per Technical Specification 17.7.8/17.8.8]

10

-

-

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4-Core Cable [As per Technical Specification 17.8.9]

2000

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10- Core Cable [As per Technical Specification 17.8.9]

1300

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-

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Road Works (Sr. no 137 to 141) [As per Technical Specification SECTION B.19]

-

-

-

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Contruction of Permanent Roads (Formation width 5.5m) including associated CC lined hill side drain [As per Technical Specification 19.8/19.15]

1.2

-

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Contruction of Permanent Roads (Formation width 7.5m) including associated CC lined hill side drain [As per Technical Specification 19.8/19.15]

5

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RCC precast Hume Pipes 600mm Internal dia. [As per Technical Specification 19.10/19.15]

100

-

-

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Random Rubble Masonry [As per Technical Specification 19.11/19.15]

500

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Dry Masonry [As per Technical Specification 19.11/19.15]

500

-

-

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Day Work Charges (Sr. No. 143 to 144)

-

-

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Engaging Unskilled labour

100

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Engaging Semi skilled labour

100

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