Uttarakhand Power Corporation Limited Tender
Download documents of Uttarakhand UPCL Tender
Uttarakhand Power Corporation Limited - UPCL Tender
Eprocure
Opening Date29 Mar 2025
Closing Date28 Apr 2025
Tender Amount₹ 7,71,500
Costs
EMD
₹ 23,500Document Cost
₹ 590Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_UPCL9_82069_1Tender No
56/2024-25Tender Authority
Uttarakhand Power Corporation Limited ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
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STAY INSULATOR 90X65
37
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STAY CLAMP SP-21 (50X6)
29
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PP&CLAMP SP-23
53
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STAY CLAMP SP-23
58
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EARTH WIRE CLAMP SP-23
23
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BRACING CLAMP TOP SP-23
25
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BRACING CLAMP BOTTOM SP-23
33
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ALU. LUGS 120 SQMM
18
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11 KV XLPE HS CABLE J/K 3X120 SQMM
1
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SHACKLE INSULATOR CLAMP SP-10
32
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EARTH WIRE CLAMP SP-10
16
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STAY CLAMP SP-10 S/E
8
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LABOUR CHARGES :-
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CARTAGE OF ST POLE 8.0 MTR SP- 10 FROM STORE CENTRE TO CONSTRUCTION SITE WITH LOADING, UNLOADING AT BOTH POINTS AND PROPER STACKING (71-100KM)
16
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CARTAGE OF ST POLE 8.5 MTR SP- 21/23 FROM STORE CENTRE TO CONSTRUCTION SITE WITH LOADING, UNLOADING AT BOTH POINTS AND PROPER STACKING (51-70KM)
23
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CARTAGE OF ST POLE 8.5 MTR SP- 21/23 FROM STORE CENTRE TO CONSTRUCTION SITE WITH LOADING, UNLOADING AT BOTH POINTS AND PROPER STACKING (71-100KM)
62
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CARTAGE OF MATERIAL (OTHER THAN POLES) BY VEHICLE FROM STORE CENTER TO NEAREST CONSTRUCTION SITE STORE INCLUDING LOADING AND UNLOADING AT BOTH ENDS (51-70KM)
6
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CARTAGE OF MATERIAL (OTHER THAN POLES) BY VEHICLE FROM STORE CENTER TO NEAREST CONSTRUCTION SITE STORE INCLUDING LOADING AND UNLOADING AT BOTH ENDS (71-100KM)
50.88
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CARTAGE OF THE TRANSFORMER 11/0.4KV, 16/25 KVA CAPACITY FROM STORE CENTER TO CONSTRUCTION SITE WITH LOADING AND UNLOADING AT BOTH POINTS (71-100KM)
2
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HEAD LOAD CARTAGE OF ST POLE 8.0 MTR SP-10 FROM ROAD TO SITE (UPTO 0.0 TO 1.0 KM)
16
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HEAD LOAD CARTAGE OF ST POLE 8.5 MTR SP-21/23 FROM ROAD TO SITE (UPTO 0.0 TO 1.0 KM)
65
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HEAD LOAD CARTAGE OF ST POLE 8.5 MTR SP-21/23 FROM ROAD TO SITE (UPTO 1.0 TO 3.0 KM)
18
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HEAD LOAD CARTAGE OF SMALL MATERIAL. (UP TO 0.0 TO 1.0 KM)
43.88
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HEAD LOAD CARTAGE OF SMALL MATERIAL. (UP TO 1.0 TO 3.0 KM)
15
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HEAD LOAD CARTAGE/ MANUAL SHIFTING/ LIFTING WITH CRANE/HYDRA OF THE TRANSFORMER 11/0.4KV, 25KVA ALONG WITH LOADING/ UNLOADING AT BOTH POINTS. (UP TO 0 TO 1 KM)
2
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ExCAVATION OF EARTH FOR POLE PIT OF SIZE 0.9X0.6X1/6 OF FULL LENGTH OF PLE FOR ERECTION OF POLE IN ALL TYPE OF SOIL INCLUDING PROPER DRESSING OF SIDES AND RAMMING OF BOTTOM INCLUDING GETTING OUT THE EXCAVATED SOIL AND DISPOSAL OF SURPLUS EXCAVATED SOIL AS DIRECTED COMPLETE WORK.
67.76
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ERECTION OF ST POLE 8.0 MTR SP-10 SINGLE SUPPORT POLE IN PROPER LEVEL AND ALIGNMENT ALONG WITH FIXING OF ALL ACCESSORIES, LIKE TOP CHANNEL & CLAMPS AS PER RESSPO CONSTRUCTION MANUAL.
16
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ERECTION OF ST POLE 8.0 MTR SP-21 SINGLE SUPPORT POLE IN PROPER LEVEL AND ALIGNMENT ALONG WITH FIXING OF ALL ACCESSORIES, LIKE TOP CHANNEL & CLAMPS AS PER RESSPO CONSTRUCTION MANUAL.
50
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ERECTION OF ST POLE 8.0 MTR SP-23 SINGLE SUPPORT POLE IN PROPER LEVEL AND ALIGNMENT ALONG WITH FIXING OF ALL ACCESSORIES, LIKE TOP CHANNEL & CLAMPS AS PER RESSPO CONSTRUCTION MANUAL.
9
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ERECTION OF SP-23 DOUBLE SUPPORT POLE IN PROPER LEVEL AND ALIGNMENT ALONG WITH FIXING OF ALL ACCESSORIES, LIKE TOP CHANNEL, X-BRACING & CLAMPS AS PER RESSPO CONSTRUCTION MANUAL.
11
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GROUTING OF POLE IN SIZE 0.45X0.45X1/9 OF THE SUPPORT IN CC RATIO 1:4:8 (1 CEMENT: 4 GRADED STONE 20 MM NOMINAL SIZE : 8 COARSE SAND) BLOCK INCLUDING COST OF CEMENT , SAND AND STONE BALLAST BACK FILLING OF SOIL AND BOULDERS IN PIT AND RAMMING AND PROPER ALIGNMENT , LEVELING AS PER RESSPO CONSTRUCTION MANUAL.
27.95
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MUFFING OF POLES SIZE 0.45 CM X 0.60 CM RADIOUS WITH CC 1:3:6 (1 CEMENT: 3 COARSE SAND: 6 GRADED STONE 10 MM NOMINAL SIZE) BLOCK SIZE 45 CM HEIGHT FROM GROUND LEVEL INCLUDING COST OF CEMENT , STONE AND SAND ETC.
101
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FABRICATION OF M.S CHANNEL ANGLE IRON AFTER CUTTING IN REQUIRED SIZES WITH DRILLING OF HOLES UP TO GOOD FINISH FOR TOP CHANNEL, BRACING AND SPECIAL TYPE BRACKET ETC. AS PER RESSPO SEHEDULE AND LOCAL APPROVED DRAWING.
1031
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EXCAVATION OF EARTH FOR STAY PIT OF SIZE 0.6X0.6X1.2 MTR IN ALL TYPE OF SOIL INCLUDING PROPER DRESSING OF SIDES AND RAMMING OF BOTTOM INCLUDING GETTING OUT THE EXCAVATED SOIL AND DISPOSAL OF SURPLUS EXCAVATED SOIL AS DIRECTED COMPLETE WORK.
44.41
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FIXING, TIGHTENING AND NOZZALLING OF LT STAY WITH POLE AND STAY ROD ON REQUIRED TENSION AS PER DRAWING / RESSPO MANUAL.
95
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GROUTING OF STAY IN SIZE 0.6X0.6X0.3 IN CC RATIO 1:4:8 (1 CEMENT: 4 GRADED STONE 20 MM NOMINAL SIZE : 8 COARSE SAND) BLOCK INCLUDING COST OF CEMENT , SAND AND STONE BALLAST BACK FILLING OF SOIL AND BOULDERS IN PIT AND RAMMING AND PROPER ALIGNMENT , LEVELING AS PER RESSPO MANUAL.
9.58
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EARTHING OF SUPPORT WITH M.S. EARTH ROD OF 2.5 METER LONG BY HAMMARING OF M.S. ROD TO PROPER DEPTH AND CONNECTING THE EARTH ELECTRODE WITH THE HELP OF G.I. WIRE AS PER CONSTRUCTION MANUAL.
21
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LAYING SPREADING STRINGING AND SAGGING OF 11 KV /33KV LINE IN 3 PHASE ( 3 PHASE 4 WIRE) OF THE ACSR WEASEL CONDUCTOR AS PHASE WIRE WITH G.I. EARTH WIRE COMPLETE INCLUDING FIXING OF ALL ACCESSORIES IN 3 NOS. CONDUCTOR IN PARALLEL WITH BINDING AND JUMPERING AS PER PROFILE AND SAGGING CHART.
1.64
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LAYING, SPREADING, STRINGING AND SAGGING OF L.T.LINES OF THE ACSR WEASEL CONDUCTOR 1PHASE2WIRE AS PHASE WIRE WITH G.I. EARTH WIRE COMPLETE WITH BINDING AND JUMPERING AS PER RESSPO SPECN.
2.55
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LAYING, SPREADING, STRINGING AND SAGGING OF L.T.LINES OF THE ACSR RABBIT CONDUCTOR 3PHASE4WIRE AS PHASE WIRE WITH G.I. EARTH WIRE COMPLETE WITH BINDING AND JUMPERING AS PER RESSPO SPECN.
0.52
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CHEMICAL EARTHING : EARTHING OF DISTRIBUTION TRANSFORMER INCLUDING DIGGING OF PIT OF SIZE 2.5 MTR DEPTH AND MAKE HOLE OF SIZE 150 MM. PLACING OF EARTHING ELECTRODE (TO BE SUPPLIED BY CONTRACTOR AS PER DRAWING NO. A ) AS DRAWING B, CONNECTING THE SAME WITH G.I STRIP ( TO BE SUPPLIED BY CONTRACTOR ) OF SIZE 35X6 MM AS PER DRAWING CFOR A MINIMUM LENGTH 6 M. TREATMENT OF SOIL WITH HIGHLY CONDCTIVE SUBSTANCE AS PER IS 30343 COMPLETE IN ALL RESPECT, RESULT OF EARTHING RESISTANCE AFTER EARTHING SHOULD BE LESS THAN 1 OHM.
3
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LAYING AND ERECTION OF L.T. PVC CABLE INCLUDING CRIMPING OF LUGS OF SIZE 1X70,120,150 SQ. MM. (INCLUDING ALL COST OF MATERIAL)
0.4
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MOUNTING & FIXING OF TPMO ON DOUBLE POLE STRUCTURES INCLUDING MAKING OF CONNECTIONS COMPLETE WORK
2
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MOUNTING & FIXING OF FUSE SETS ON DOUBLE POLE STRUCTURES INCLUDING MAKING OF CONNECTIONS COMPLETE WORK
2
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PAINTING OF ST POLE SP-23/21 POLES WITH ANGLE CHANNEL AND ALL STEEL PART BY ONE COAT OF ROD OXIDE PRIMER AND TWO COATS OF ALUMINIUM PAINT AND TWO STRIP OF FLUORESCENT ALTEMATE RED AND WHITER PAINT 30 CM WIDE UP TO 1.5 MTRS. FROM GROUND LEVEL.
85
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PAINTING OF ST POLE SP-10 POLES WITH ANGLE CHANNEL AND ALL STEEL PART BY ONE COAT OF ROD OXIDE PRIMER AND TWO COATS OF ALUMINIUM PAINT AND TWO STRIP OF FLUORESCENT ALTEMATE RED AND WHITER PAINT 30 CM WIDE UP TO 1.5 MTRS. FROM GROUND LEVEL.
16
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JOINTING AND FIXING OF 11KV XLPE HEAT SHRINKABLE CABLE JOINTING KITS INDOOR/ OUTDOOR CABLE BOSEX.
2
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INSTALLATION / MOUNTING OF NEW 25KVA TRANSFORMER ON DOUBLE POLE STRUCTURE AND FIXING OF CHANNEL / ANGLE ETC. AND MAKING ALL CONNECTIONS OF HT AND LT SIDE AND ITS COMPLETE COMMISSIONING.
2
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T - OFF CONNECTION COMPLETE 11 KV LINE.
1
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INSTALLATION OF 11KV METERING CUBICAL IN THE METERING ROOM WITH GROUTING IN CC 1:4:8 CC
1
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Evaluation Notes How It Works ?
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