Uttarakhand Jal Vidyut Nigam Limited Tender
View complete overview of Uttarakhand UJVN Tender
Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Feb 2025
Closing Date30 Mar 2025
Tender Amount₹ 1,12,67,00,000
Costs
EMD
₹ 2,70,00,000Document Cost
₹ 1,18,000Tender Fee
Refer Documents
Summary
Construction Of Feeder Tunnel, Desander, Hrt, Sft, Surge Shaft, Valve House , Adits And Its Appurtenant Works And Associated Project Roads Of Sirkari Bhyol
Description
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Contact
Tender Id
2025_UJVN_80270_1Tender No
02/UJVNL/DGM(Civil)/SBR/ 2024-25Tender Authority
Uttarakhand Jal Vidyut Nigam Limited ViewPurchaser Address
-Website
http://https://www.uttarakhandjalvidyut.com/
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Documents
BOQ Items
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UNDER GROUND EXCAVATION (Sr. No. 5 to 7)
[As per Technical Specification SECTION B.3 ]
-
-
-
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Adits, Feeder Tunnel, HRT, SFT, Upper Horizontal Pressure shaft and other Tunnel in all classes of Rock
[As per Technical Specification 3.8/3.15]
74000
-
-
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Desilting Chamber and Gate Chambers in all classes of Rock
[As per Technical Specification 3.8/3.15]
74000
-
-
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Surge Shaft and Gate Shafts in all classes of Rock
[As per Technical Specification 3.8/3.15]
3000
-
-
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ROCK SUPPORTS FOR OPEN/SURFACE WORKS (Sr. No. 9 to 31)
[As per Technical Specification SECTION B.4 ]
-
-
-
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Rock anchors grouted (25mm dia.) [As per Technical Specification 4.5.2/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
3850
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-
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Length more than 6 m
100
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-
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Rock anchors grouted (32mm dia.) [As per Technical Specification 4.5.2/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
100
-
-
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Length more than 6 m
100
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-
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Rock bolts ( Resin end anchorage and cement grouted) 25mm dia. [As per Technical Specification 4.5.4/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
250
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-
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Length more than 6 m
50
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-
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Rock bolts (Resin end anchorage and cement grouted) 32mm dia. [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
50
-
-
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Length more than 6 m
50
-
-
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Rock Bolt / Rock Anchor Extensions into Concrete [As per Technical Specification 4.5.7]
200
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-
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Self Drilling Anchor R25 [As per Technical Specification 4.5.8/4.10.1]
-
-
-
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Length up to 6 m
100
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-
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Length more than 6 m
100
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-
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Self Drilling Anchor 32 [As per Technical Specification 4.5.8/4.10.1]
-
-
-
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Length up to 6 m
50
-
-
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Length more than 6 m
50
-
-
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Cable Anchors/ Tendons 25MT [As per Technical Specification 4.6/4.10.1/4.10.3]
-
-
-
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Cable Anchors/ Tendons , 10.0 m to 20.0 m long
100
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-
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Chain link fabric [As per Technical Specification 4.7.1/4.10.4.1]
800
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-
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Welded wire mesh [As per Technical Specification 4.7.2/4.10.4.2]
5500
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-
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ROCK SUPPORTS FOR UNDERGROUND WORKS (Sr. No. 33 to 64)
[As per Technical Specification SECTION B.4 ]
-
-
-
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Rock anchors grouted (25mm dia.) [As per Technical Specification 4.5.2/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
150
-
-
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Length more than 6 m
150
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-
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Rock anchors grouted (32mm dia.) [As per Technical Specification 4.5.2/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
50
-
-
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Length more than 6 m
50
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-
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Rock bolts ( Resin end anchorage and cement grouted) 25mm dia. [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
61950
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-
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Length more than 6 m
9050
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-
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Rock bolts (Resin end anchorage and cement grouted) 32mm dia. [As per Technical Specification 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]
-
-
-
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Length up to 6 m
21500
-
-
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Length more than 6 m
400
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-
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Rock Bolt / Rock Anchor Extensions into Concrete [As per Technical Specification 4.5.7]
5
-
-
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Self Drilling Anchor R25 [As per Technical Specification 4.5.8/4.10.1)
-
-
-
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Length up to 6 m
100
-
-
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Length more than 6 m
100
-
-
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Self Drilling Anchor 32 [As per Technical Specification 4.5.8/4.10.1]
-
-
-
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Length up to 6 m
100
-
-
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Length more than 6 m
100
-
-
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Cable Anchors/ Tendons 25MT [As per Technical Specification 4.6/4.10.1/4.10.3]
-
-
-
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Cable Anchors/ Tendons , 10.0 m to 20.0 m long
365
-
-
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Chain link fabric [As per Technical Specification 4.7.1/4.10.4]
2360
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-
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Welded wire mesh [As per Technical Specification 4.7.2/4.10.4]
7280
-
-
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Permanent Steel support in all type of underground works -Steel Ribs [As per Technical Specification 4.8/4.10.5.1]
350
-
-
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Permanent Steel support in Surge shaft, Gate Shafts [As per Technical Specification 4.8/4.10.5.1]
35
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-
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Lattice Girders [As per Technical Specification 4.8.2/4.10.5]
4
-
-
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Steel Lagging
[As per Technical Specification 4.8.4/4.10.5]
7
-
-
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Precast Reinforced Concrete lagging [As per Technical Specification 4.8.4/4.10.5]
270
-
-
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Forepoling using Reinforcement Bars
[As per Technical Specification 4.9.1/4.10.6]
39000
-
-
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Pipe Roofing using Reinforcement Bars and Structural Steel
[As per Technical Specification 4.9.2/4.10.7]
-
-
-
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50 Dia. Medium MS pipe
400
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-
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75 Dia. Medium MS pipe
400
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-
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SHOTCRETE / GUNITING (Sr. No. 66 to 72)
[As per Technical Specification SECTION B.5)
-
-
-
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Open/Surface works
-
-
-
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Plain shotcrete
[As per Technical Specification 5.1/5.6/5.17]
330
-
-
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Steel fibre reinforced shotcrete (SFRS) [As per Technical Specification 5.1/5.4/5.6/5.17]
100
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-
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Underground Works
-
-
-
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Plain shotcrete [As per Technical Specification 5.1/5.17]
4500
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-
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Steel fibre reinforced shotcrete (SFRS) [As per Technical Specification 5.1/5.4/5.6/5.17]
2590
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-
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Guniting (1 Bag = 50kg of Cement)
[As per Technical Specification 5.11/5.17]
50
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-
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BACKFILL AND PITCHING IN OPEN/SURFACE WORKS (Sr. No. 74 to 75)
[As per Technical Specification SECTION B.6]
-
-
-
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Compacted Backfill [As per Technical Specification 6.3/6.10/6.11]
900
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-
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Stone pitching [As per Technical Specification 6.6/6.10/6.11]
400
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-
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DRILLING AND GROUTING (Sr. No. 77 to 86) [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]
10000
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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]
200
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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]
12000
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Drilling of drainage hole/probe hole 76mm dia. [As per Technical Specification 7.9.9]
670
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Drilling of drainage hole/probe hole 38mm dia. [As per Technical Specification 7.9.9]
2100
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-
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S/I of perforated PVC pipes 50mm dia. for drainage [As per Technical Specification 7.9.9]
200
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-
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Drilling of Exploratory Holes / Instrumentation/ Check holes etc. [As per Technical Specification 7.8.2.2/7.9.10/7.9.13]
-
-
-
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Drilling Nx/Hx size exploratory hole with core recovery
200
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Drilling Nx/Hx size exploratory hole without core recovery
200
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-
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Embedded pipes & fittings
20
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CONCRETE (Sr. No. 88 to 102)
[As per Technical Specification SECTION B.9]
-
-
-
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Concrete in Tunnel [As per Technical Specification 9.5/9.16.3/9.17.3]
-
-
-
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Concrete of grade M15/A20 [As per Technical Specification 9.5/9.16.3/9.17.3]
1780
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-
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Concrete of grade M20/A20 [As per Technical Specification 9.5/9.16.3/9.17.3]
4500
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-
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Concrete of grade M20/A40 [As per Technical Specification 9.5/9.16.3/9.17.3]
100
-
-
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Concrete of grade M25/ A20 [As per Technical Specification 9.5/9.16.3/9.17.3]
15500
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-
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Concrete of grade M25/ A40 [As per Technical Specification 9.5/9.16.3/9.17.3]
4950
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-
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Back fill concrete of grade M15/A20 [As per Technical Specification 9.5/9.16.4/9.17.4]
1100
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-
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Concrete in Adit plugs of grade M25/A40
[As per Technical Specification (9.16.6/9.17.6]
450
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Concrete in Pressure Shaft/ shaft [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]
380
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-
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Shaft lining concrete of Grade M25/A20 [As per Technical Specification 9.5/9.16.3/9.17.3]
1180
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-
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Back fill concrete behind rib of grade M15/A20 [As per Technical Specification 9.5/9.16.4/9.17.4]
1200
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-
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Admixtures
[As per Technical Specification 9.4.4]
-
-
-
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Super plasticizer (Type F/G) [As per Technical Specification 9.4.4/9.17.13]
209000
-
-
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Bentonite [As per Technical Specification SECTION B.7/7.7.3/7.9.7]
1000
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-
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REINFORCING STEEL (Sr. No. 104 to 105)
[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]
720
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-
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Couplers [As per Technical Specification 11.7/11.12]
100
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-
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WATERSTOPS (Sr. No. 107 to 108)
[As per Technical Specification SECTION B.12]
-
-
-
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PVC water stops 300 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. 110 to 114) [As per Technical Specification SECTION B.13]
-
-
-
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Steel Liner in SFT [As per Technical Specification 13.9.2]
230
-
-
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Air vent pipe [As per Technical Specification 13.9.2]
1000
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-
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Embedded Metal Works, Miscellaneous steel sections including Valvehouse truss, 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]
18000
-
-
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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]
1000
-
-
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Erection of Embedded Parts Supplied by Others
[As per Technical Specification 13.9.7]
1000
-
-
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Building and Architectural Works in Valve house (Sr. No. 116)
[As per Technical Specification SECTION B.14]
-
-
-
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Building and Architectural work including finishing works complete in all respect etc. [As per Technical Specification 14.1/14.2/14.10/14.15]
1
-
-
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MISCELLANEOUS AND ANCILLARY WORKS, SLOPE PROTECTION (Sr. No. 118 to 129)
[As per Technical Specification SECTION B.15 & B16]
-
-
-
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Fencing & Gates [As per Technical Specification 15.2/15.7.2]
2000
-
-
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PVC pipes [As per Technical Specification Section 15.5/15.7.5]
-
-
-
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75 mm nominal dia.
100
-
-
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100mm nominal dia.
100
-
-
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150 mm nominal dia.
100
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-
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Gabions with boulders filling [As per Technical Specification 16.3/16.8.2]
500
-
-
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Wire crate with boulders filling [As per Technical Specification 16.3/16.8.3]
500
-
-
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Random rubble masonry (wet) [As per Technical Specification 16.4.1/16.8.4]
500
-
-
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Random rubble masonry (dry) [As per Technical Specification 16.4.2/16.8.5]
500
-
-
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Grass turf [As per Technical Specification 16.6/16.8.7]
2000
-
-
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Cementious Composite Geo-synthetic carpet (CCGC] 8mm thick
[As per Technical Specification 16.8/16.8.9]
500
-
-
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Cementious Composite Geo-synthetic carpet (CCGC] 5mm thick
[As per Technical Specification 16.8/16.8.9]
1000
-
-
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Instrumentation for Monitoring (Sr. No.131 to 139) [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]
27
-
-
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Tape convergence points
[As per Technical Specification 17.7.7/17.8.7]
45
-
-
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Single point borehole extensometer
[As per Technical Specification 17.7.4/17.8.4]
15
-
-
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Multiple point borehole extensometer
[As per Technical Specification 17.7.4/17.8.4]
24
-
-
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Bi-Reflex Target (BRT)
[As per Technical Specification 17.7.6/17.8.6]
85
-
-
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Portable Read-Out Unit
[As per Technical Specification 17.7.11/17.8.11]
3
-
-
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10-Position Junction Cum Switch Box
[As per Technical Specification 17.7.11/17.8.11]
3
-
-
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4-Core Cable [As per Technical Specification 17.8.8]
1720
-
-
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10- Core Cable [As per Technical Specification 17.8.8]
700
-
-
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Road Works (Sr. No. 141 to 143)
[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]
1.2
-
-
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RCC precast Hume Pipes 600mm Internal dia. [As per Technical Specification 19.10/19.15]
50
-
-
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Day Work Charges (Sr. No. 145 to 148)
-
-
-
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Engaging Unskilled labour
500
-
-
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Engaging Semi skilled labour
500
-
-
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Hiring of vehicle with driver (Fuel shall be paid with average of 12 km/L)
48
-
-
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Hire of JCB with bucket capacity 1.0cum
500
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