Uttarakhand Jal Vidyut Nigam Limited Tender
View complete overview of Uttarakhand UJVN Tender
Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date19 Feb 2021
Closing Date23 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,25,00,000Document Cost
₹ 1,18,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UJVN_30448_1Bid Award Id
ViewTender No
NCB/12/EE(Civil)/MB-I/2020-21Tender 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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Excavation of hard rock in protruding hill slope on left bank at downstream area of Maneri dam with control blasting to accomodate & facilitate construction of stilling basin. Rates are including dismantling, stacking & disposal of dismantled material within 1000 m lead from downstream area with all lifts and all necessary T&P etc required for proper completion of work as per construction drawaing and technical specifications or as directed by Engineer-in-charge
71000
-
359.9
... More
Excavation of bed rock/foundation rock at downstream of dam for the proposed stilling basin slab. The cutting/dismantling shall be carried out without blasting. Rates are including dismantling, stacking & disposal of dismantled material within 1000 m lead from downstream area with all lifts and all necessary T&P etc required for proper completion of work as per construction drawaing and technical specifications or as directed by Engineer-in-charge
72000
-
820.1
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls etc to support the cut hill slope, wherever required including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications or as directed by Engineer-in-Charge
100
-
2227.84
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, etc to support the cut hill slope, wherever required, including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications or as directed by Engneer-in-Charge.
100
-
4027.34
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Hand Packed stone filling behind extended left & right training walls downstream of dam including cost of all materials, royality, T&P etc. complete as per drawing and technical specifications or as directed by Engineer-in- charge.
700
-
853.14
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Plum concrete with 40% plum & 60% 1:3:6 cement concrete for filling behind extended left and right training walls d/s of dam including centering & Shuttering, supply of all material, labour, T&P etc. required for proper completion of the work as per drawings and technical specifications.
700
-
5039.78
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Provision and laying of empty cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site for diverting leakage water, making bund etc including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work.
4000
-
31.86
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Dewatering of water caused due to seepage of ground water and surface water due to rain etc during execution of anchoring & concrete works in stilling basin bottom slab including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work.
248400
-
59
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Placing M15 grade concrete 150 mm thick base course layer concrete laid over the excavated foundation bed rock of stilling basin slab & extended training wall over which the main concrete of stilling basin slab and extended training wall will be executed, complete as per technical specifications with all lead & lift, centering & Shuttering & all necessary T&P, batching plant, concrete mixture, concrete pump etc required for proper completion of work and as directed by Engineer-in-charge.
1152
-
7631.06
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Placing M20 grade concrete , complete as per technical specifications to fill cavities in foundation bed rock of stilling basin with all lead & lift, centering & Shuttering & all necessary T&P, batching plant, concrete mixure, concrete pump etc required for proper completion of work and as directed by Engineer-in-charge.
100
-
9804.62
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Placing M25 grade concrete, complete as per drawing and technical specifications in extended training wall on left & right bank and bottom 1.25 m thickness of stilling basin slab including sloping apron d/s of spillway end with all lead & lift, centering & Shuttering & all necessary T&P, batching plant, concrete mixure, concrete pump etc required for proper completion of work and as directed by Engineer-in-charge.
19462.3
-
10350.96
... More
Placing M90 grade concrete, complete as per drawing and technical specifications in top 0.75 m thickness of stilling basin slab and sloping apron d/s of spillway end with all lead & lift, centering & Shuttering & all necessary T&P, batching plant, concrete mixure, concrete pump etc required for proper completion of work and as directed by Engineer-in-charge.
5760
-
28683.44
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Supplying, cutting, bending, fitting and placing HYSD bar reinforcement below top level (below EL 1258 m tentative) of stilling basin slab required for construction of stilling basin slab complete as per construction drawing and technical specifications with all tool & plant labour, machinery etc required for proper completion of work.
260.2
-
74938.26
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Supplying, cutting, bending, fitting and placing HYSD bar reinforcement in extended left & right training walls complete as per construction drawing and technical specifications with all tool & plant labour, machinery etc required for proper completion of work.
73.86
-
76751.92
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Supplying, cutting, bending, fitting of anchor bars in foundation rock of stilling basin area, anchoring in cut hill slope, in extended anchored walls complete as per construction drawing and technical specifications with all tool & plant labour, machinery etc required for proper completion of work.
433.37
-
74938.26
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Providing weep holes in masonry/Plain/Reinforced concrete of extended training wall and cut hill slope with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards water face complete as per drawing and technical specification. Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.
3825
-
239.54
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Providing & laying Eproxy bonding agent between new concrete to old concrete at junction of spillway end portion with sloping apron as per construction drawing, technical specification or as directed by Engineer-in-charge including supply of material, T&P etc required for proper completion of work.
488
-
546.34
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Excavation and removal of RBM deposit accumulated on river bed at downstream of proposed stilling basin area including all lift and disposal as per drawing or as directed by Engineer-in-charge within 1000 metres lead.
2400
-
73.16
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Drilling holes for rock anchors using jack hammer/wagon drill of required diameter of 32 mm to 40 mm dia upto 5m depth in foundation rock of stilling basin slab area including grouting of holes with cement for proper anchorage of anchor bar with foundation rock as per drawing & technical specification or as directed by Engineeer-in-Charge including supply of all the metrial, labour, T&P etc required for proper completion of work.
38400
-
1098.58
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Temporarily sealing the stop log gates-10 tiers in a gate groove or Radial gate with the help of divers and all sealing material including all cost of labour,T&P etc required for proper completion of work.
12
-
213344
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Consolidation grouting of foundation rock of stilling basin in selected area with cement including drilling 38 mm dia holes 5m depth including all labour, materials, cement, equipment, accessories and oprations and requirement for proper completion of work.
1500
-
1416
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Shotcrete 50 mm thick with chainlink wire mesh on cut slope face of hill rock on left bank for stabilization of the cut hill slope as per details given in the technical specifications and drawings or as directed by Engineer-in-Charge including supply of all labour, material, machine, T&P etc required for proper completion of work.
1830
-
1898.62
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Disposal of excavated material (cut rocks of protruding hill on left bank, RBM material of river bed left out after backfilling) beyond 1 km and upto 6 km per cum by mechanical transport including loading, unloading and stacking as per direction of Engineer-in-charge
19294.94
-
315.06
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Drilling by wagon drill or rock drill of 38 mm diameter hole and installing 25 mm diameter anchor bars 3 m deep on cut face of hill slope and grouting with cement including cost of grout, all labour T&P etc required for proper completion of work but excluding steel cost of anchor bars.
5520
-
1098.58
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Steel work welded in built-up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required for gratings, frames, guard bar, ladder, railings, brackets, and similar works.
5000
-
130.98
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Drilling 38 mm diameter, 2m deep holes and installing of 25 mm dia connecting anchor bar in toe end of spillway to connect the proposed stilling basin slab including grouting of holes with high performance resin compound for proper anchorage of connecting anchor bar as per drawing & technical specification or as directed by Engineeer-in-Charge including supply of all the material, labour, T&P etc required for proper completion of work, excluding cost of anchor bars.
256
-
1545.8
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