Uttarakhand Jal Vidyut Nigam Limited Tender
Calculate bid estimation of Uttarakhand UJVN Tender
Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date12 Feb 2025
Closing Date12 Jun 2025
Tender Amount₹ 88,63,00,000
Technical
Technical
Financial
Additional Eligibility
Work Experience Requirements
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The bidder is required to have prior work experience in the construction of concrete barrage/concrete dam and its appurtenant works. There are two options to meet this requirement: I. Two similar completed works, each costing not less than 50% of the estimated cost, with at least one of them being a construction of concrete barrage/concrete dam and its appurtenant works.
II. One similar completed work of concrete barrage/concrete dam and its appurtenant works, costing not less than 80% of the estimated cost. The bidder can also submit a substantially completed work of more than 90% physical and financial completion for technical eligibility criteria. The bidder should provide details of the completed works, including the year of completion, monetary value, and an escalation factor of 5% per year to arrive at the intrinsic present value of the work. No specific percentage of similar works completed is mentioned, except for the substantially completed work which requires more than 90% physical and financial completion. Detailed monetary values are not explicitly mentioned, but the bidder should provide the contract amount, executed amount, and intrinsic present value of the executed work for each contract.
Bid Capacity
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The formula for bid capacity is: Bidding Capacity = [ A x N x 2] – B Where, A = Maximum value of civil engineering works executed in any one year during the last seven years (updated to the price level of the financial year ending March 2024 at the rate of 5% per year), taking into account the completed as well as works in progress). N = Number of years prescribed for completion of the works for which bids are invited (period upto 6 months to be taken as half-year and more than 6 months as one year). B = Value, at the current price level, of existing commitments & on-going works to be completed during the period of completion of the works for which bids are invited.
Costs
EMD
₹ 2,13,00,000Document Cost
₹ 1,18,000Tender Fee
Refer Documents
Summary
Construction Of Coffer Dam Barrage Intake And Its Appurtenant Works Including River Diversion Works And Associated Project Roads And Bridges Etc Of Sirkari
Description
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Contact
Tender Id
2025_UJVN_80232_1Tender No
01/UJVNL/DGM(Civil)/SBR/ 2024-25Tender 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
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Bituminous coating [As per Technical Specification 12.5.5/12.7]
500
-
-
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G.I Pipe up to 100mm dia. [As per Technical Specification 13.5.2/13.9.2]
50
-
-
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Bridge ancillaries items including bearing pads, expansion joints, and drainage spouts etc. [As per Technical Specification 15.6/15.7.6]
1
-
-
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Drilling for Contact/consolidation/permeation Grouting [As per Technical Specification 7.3/7.7.1/7.8.2/7.8.4/7.9]
800
-
-
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Contruction of Temporary Bailey Bridge
[As per Technical Specification 19.13/19.15]
160
-
-
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Length more than 6 m
100
-
-
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Cobble Filling 150mm in size in between CC blocks [As per Technical Specification SECTION B6]
100
-
-
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Dental Excavation [As per Para 2.3.3/2.10.7]
100
-
-
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Porous concrete [As per Technical Specification 9.16.14/9.17.16]
100
-
-
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Length up to 6 m
100
-
-
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Precast concrete Blocks [As per Technical Specification 9.16.12/9.17.9]
1150
-
-
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Soil Nailing (25 Dia, 6m long @ 1.5m C/C)
[As per Technical Specification 15.7.7]
7380
-
-
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Length more than 6 m
100
-
-
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Automatic Weather Station [As per Technical Specification 17.8.12]
1
-
-
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Rock anchors grouted (25mm dia.) [As per Para 4.5.2/4.10.1/4.10.2]
-
-
-
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Water level automatic measuring system [As per Technical Specification 17.7.6/17.8.6]
1
-
-
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RCC precast Hume Pipes 600mm Internal dia. [As per Technical Specification 19.10/19.15]
50
-
-
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Rock anchors grouted (32mm dia.) [As per Para 4.5.2/4.10.1/4.10.2]
-
-
-
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Cable Anchors/ Tendons 25 MT [As per Para 4.6/4.10.1/4.10.3]
-
-
-
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Plums in concrete [As per Technical Specification 9.17.15]
200
-
-
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Engaging Semi skilled labour
500
-
-
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Day Work Charges (Sr. No. 127 to 130)
-
-
-
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600mm Dia MS Pipe for raprian flow release with boulder protection strainer on u/s face (For Maximum Pressure of 5 kg/cm2)
[As per Technical Specification 13.9.2]
65
-
-
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Cementious Composite Geo-synthetic carpet (CCGC) 5mm thick
[As per Technical Specification 16.8/16.8.9]
500
-
-
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Rock bolts ( Resin end anchorage and cement grouted) 25mm dia. [As per Para 4.5.1/4.5.3/4.5.4/4.10.1/4.10.2]
-
-
-
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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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PVC pipes [As per Technical Specification 15.5/15.7.5]
-
-
-
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Building and Architectural Works in Barrage Control Room (Sr. No. 89) [As per Technical Specification SECTION B.14]
-
-
-
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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]
50
-
-
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Random rubble masonry (wet) [As per Technical Specification 16.4.1/16.8.4]
500
-
-
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Fencing with Gates [As per Technical Specification 15.2/15.7.2]
2000
-
-
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Rock Excavation for Barrage/ Intake and all other open structure [As per Para 2.3.2/2.10.4]
11000
-
-
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PVC water stops 300mm wide [As per Technical Specification 12.5.1/12.7]
500
-
-
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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]
0.75
-
-
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Super plasticizer (Type F/G) [As per Technical Specification 9.4.4/9.17.13]
228550
-
-
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WATERSTOPS AND JOINTS (Sr. No. 77 to 78) [As per Technical Specification SECTION B.12]
-
-
-
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High performance concrete(HPC) M70 [As per Technical Specification 9.5/9.5.2/9.17.2]
4100
-
-
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Portable Readout unit [As per Technical Specification 17.7.7/17.8.7]
1
-
-
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Road Works (Sr. No. 122 to 125) [As per Technical Specification SECTION B.19)
-
-
-
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ROCK SUPPORTS (Sr. No. 8 to 31) [As per Technical Specification SECTION B.4]
-
-
-
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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]
2500
-
-
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Automatic Data acquisition System (DAS) [As per Technical Specification 17.8.11]
1
-
-
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Hiring of vehicle with driver (Fuel shall be paid with average of 12 km/L)
48
-
-
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Triaxial Joint meter [As per Technical Specification 17.7.5/17.8.5]
4
-
-
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Grass turf [As per Technical Specification 16.6/16.8.7]
2000
-
-
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Hire of JCB with bucket capacity 1.0cum
500
-
-
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Concreting of grade M20/A40 [As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
1000
-
-
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P.C. Based admixture for HPC
[As per Technical Specification 9.4.4/9.17.13]
45100
-
-
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Surface Settlement Point
[As per Technical Specification 17.7.2/17.8.2]
15
-
-
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Compacted backfill [As per Technical Specification 6.3/6.10/6.11]
23000
-
-
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Embedded pipes & fittings
20
-
-
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Chain link fabric [As per Para 4.7.1/4.10.4]
690
-
-
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Admixtures
[As per Technical Specification 9.4.4]
-
-
-
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Concrete of grade M15/A20
[As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
1850
-
-
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Length up to 6 m
12100
-
-
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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]
0.5
-
-
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FILL, BACKFILL, AND PITCHING (Sr. No. 37 to 40) [As per Technical Specification SECTION B.6]
-
-
-
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Contruction of Barrage Control building, Power Pack rooms including Architectural and finishing works complete in all respect etc.
220
-
-
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Engaging Unskilled labour
500
-
-
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Water level measuring painted gauge [As per Technical Specification 17.7.6/17.8.6]
2
-
-
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Pore pressure gauges (Piezometers) [As per Technical Specification 17.7.3/17.8.3]
6
-
-
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Graded/ Inverted Filter [As per Technical Specification 6.5/6.10/6.11]
800
-
-
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4-Core Cable
300
-
-
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G.I Pipe above 100mm dia.
[As per Technical Specification 13.5.2/13.9.2]
10
-
-
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100mm nominal dia
150
-
-
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Strong motion accelerograph
[As per Technical Specification 17.7.5/17.8.5]
3
-
-
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Stress meter [As per Technical Specification 17.7.6/17.8.6]
4
-
-
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Concrete of grade M15/A40 [As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
1000
-
-
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METAL WORKS (Sr. No. 80 to 87) [As per Technical Specification SECTION B.13]
-
-
-
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Concrete Blocks Grade M15/A40 [As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
-
-
-
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CARE AND DIVERSION OF RIVER (Sr. No 2)
[As per Technical Specification SECTION B.8]
-
-
-
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Stone pitching [As per Technical Specification 6.6/6.10/6.11]
100
-
-
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Drilling Nx/Hx size exploratory hole without core recovery
200
-
-
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Design and Construction of Coffer Dams along with maintainence, seepage control measures and dewatering etc. including cost of all materials, machinery, labour, complete in all respect as required for the construction of barrage and intake structure [As per Para 8.6/8.9]
1
-
-
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Wire crate with boulders filling [As per Technical Specification 16.3/16.8.3]
1000
-
-
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150mm nominal dia.
100
-
-
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In-situ Concrete blocks (Inter Connected)
[As per Technical Specification 9.17.3 /9.17.4]
1150
-
-
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Uplift pressure cells [As per Technical Specification 17.7.4/17.8.4]
6
-
-
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CONCRETE (Sr. No. 53 to 72) [As per Technical Specification SECTION B.9]
-
-
-
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75mm nominal dia.
200
-
-
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Second stage concrete M30/A20 [As per Technical Specification 9.16.9/9.16.10/9.17.7]
100
-
-
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Length more than 6 m
100
-
-
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Cable Anchors/ Tendons , 10.0 m to 20.0 m long
200
-
-
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Drilling Nx/Hx size exploratory hole with core recovery
200
-
-
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OPEN/SURFACE EXCAVATION (Sr. No. 4 to 6) [As per Technical Specification SECTION B.2]
-
-
-
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Guniting (1 Bag = 50kg of Cement)
[As per Technical Specification 5.11/5.17]
50
-
-
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Random rubble masonry (dry) [As per Technical Specification 16.4.2/16.8.5]
500
-
-
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Self Drilling Anchor R32 [As per Para 4.5.8/4.10.1]
-
-
-
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Instrumentation Cables [As per Technical Specification 17.8.18]
-
-
-
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DRILLING AND GROUTING (Sr. No. 42 to 51) [As per Technical Specification SECTION B.7]
-
-
-
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Length up to 6 m
100
-
-
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Retarder/ Accelerator [As per Technical Specification 9.17.13]
50
-
-
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Cable Anchors/ Tendons, above 20.0 m long
100
-
-
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Length more than 6 m
100
-
-
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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]
14650
-
-
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Rock fill, crushed stones [As per Technical Specification 6.2/6.10/6.11]
176
-
-
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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]
3300
-
-
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Grouting for Contact/consolidation/permeation Grouting (1 Bag = 50kg of Cement)
[As per Technical Specification 7.3/7.5/7.8.1/7.8.4/7.9]
800
-
-
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10-Core Cable
200
-
-
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Gabions with boulders filling [As per Technical Specification 16.3/16.8.2]
3150
-
-
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SHOTCRETE / GUNITING (Sr. No. 33 to 35) [As per Technical Specification B.5]
-
-
-
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Perforated PVC pipes 50mm dia in drainage holes [As per Technical Specification 7.9.9]
680
-
-
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Concrete of grade M25 /A40 [As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
31900
-
-
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Cementious Composite Geo-synthetic carpet (CCGC) 8mm thick
[As per Technical Specification 16.8/16.8.9]
1000
-
-
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Air entraining agent [As per Technical Specification 9.4.4/9.17.13]
57200
-
-
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Couplers [As per Technical Specification 11.7/11.12]
100
-
-
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Plain shotcrete [As per Technical Specification 5.1/5.6/5.17]
760
-
-
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Concrete of grade M25 /A20 [As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
800
-
-
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Rock bolts (Resin end anchorage and cement grouted) 32mm dia. [As per Para 4.5.4/4.10.1/4.10.2]
-
-
-
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Drilling of drainage hole/probe hole 76mm dia. [As per Technical Specification 7.9.9]
2700
-
-
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Instrumentation for Monitoring (Sr. No. 106 to 120) [As per Technical Specification SECTION B.17)
-
-
-
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Length up to 6 m
100
-
-
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Common Excavation in all types of soil for Barrage/ Intake and all other open structure [As per Para 2.3.1/2.4.3/2.10.3]
193100
-
-
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10 Way Junction cum Switch box (SB) [As per Technical Specification 17.7.7/17.8.7]
2
-
-
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Supply and Erection of MS Earthing bar/flat and risers [As per Technical Specification 13.9]
5
-
-
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Length more than 6 m
1400
-
-
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Length up to 6 m
100
-
-
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Concrete of grade M20/ A20 [As per Technical Specification 9.5/9.16.1/9.16.2/9.17.1]
500
-
-
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Bentonite [As per Technical Specification SECTION B7/ 7.3/7.7.3/7.9.7]
500
-
-
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Erection of Metal works supplied by others [As per Technical Specification 13.8/13.9.10]
3000
-
-
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MISCELLANEOUS AND ANCILLARY WORKS, SLOPE PROTECTION (Sr. No. 91 to 104) [As per Technical Specification SECTIONS B15 & B16]
-
-
-
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Welded wire mesh [As per Para 4.7.2/4.10.4]
6900
-
-
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Length more than 6 m
50
-
-
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REINFORCING STEEL (Sr. No. 74 to 75) [As per Technical Specification SECTION B.11]
-
-
-
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Steel fibre reinforced shotcrete (SFRS) including steel fibre [As per Technical Specification 5.1/5.4/5.6/5.17]
150
-
-
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Self Drilling Anchor R25 [As per Para 4.5.8/4.10.1]
-
-
-
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Length up to 6 m
50
-
-
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