SUPPLY AND WORKS FOR GIVING SC TO 06 NOS CONSUMERS UNDER EDSD 2ND BAGESHWAR UNDER NSC HEAD

SUPPLY OF ITEMS :-

SHACKLE INSULATOR 100X115MM WITHOUT N&B

STAY INSULATOR

LT CLAMP WITH N&B SP-10

STAY CLAMP FOR SP-10 WITH N&B

EARTH WIRE CLAMP FOR SP-10 WITH N&B

STAY CLAMP FOR SP-23 WITH N&B

EARTH WIRE CLAMP FOR SP-23 WITH N&B

11 FUSE SET

AL. CRIMPING TYPE LUGS 70 SQ.MM.

BRACING HOLDING CLAMP SP-23 WITH N&B

E CLAMP FOR 11KV

PP & CLAMP WITH N&B SP-23

STAY CLAMP D/E WITH N&B

HOLDING CLAMP FOR TPMO & FUSE SET FOR SP-23 WITH N&B

BRACING CLAMP FOR SP-23 BOTTOM FOR TPMO

HT STAY INSULATOR

LABOUR CHARGES :-

CARTAGE OF ST POLE 8.0 MTR SP- 10 FROM STORE CENTRE TO CONSTRUCTION SITE WITH LOADING, UNLOADING AT BOTH POINTS AND PROPER STACKING (100-150KM)

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 (100-150KM)

CARTAGE OF MATERIAL (OTHER THAN POLES) BY VEHICLE FROM STORE CENTER TO NEAREST CONSTRUCTION SITE STORE INCLUDING LOADING AND UNLOADING AT BOTH ENDS (100-150KM)

CARTAGE OF THE TRANSFORMER 11/0.4KV, 16/25 KVA CAPACITY FROM STORE CENTER TO CONSTRUCTION SITE WITH LOADING AND UNLOADING AT BOTH POINTS (100-150KM)

HEAD LOAD CARTAGE OF ST POLE 8.0 MTR SP-10 FROM ROAD TO SITE (UPTO 1.0 TO 3.0 KM)

HEAD LOAD CARTAGE OF ST POLE 8.5 MTR SP-21/23 FROM ROAD TO SITE (UPTO 1.0 TO 3.0 KM)

HEAD LOAD CARTAGE OF SMALL MATERIAL. (UP TO 1.0 TO 3.0 KM)

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 1 TO 3 KM)

EECAVATION 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.

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.

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.

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.

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.

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.

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.

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.

FIXING, TIGHTENING AND NOZZALLING OF LT STAY WITH POLE AND STAY ROD ON REQUIRED TENSION AS PER DRAWING / RESSPO MANUAL.

FIXING, TIGHTENING AND NOZZALLING OF 11KV LINE STAY WITH POLE AND STAY ROD ON REQUIRED TENSION AS PER DRAWING / RESSPO MANUAL.

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.

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.

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.

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.

LAYING AND ERECTION OF L.T. PVC CABLE INCLUDING CRIMPING OF LUGS OF SIZE 1X70,120,150 SQ. MM. (INCLUDING ALL COST OF MATERIAL)

MOUNTING & FIXING OF TPMO ON DOUBLE POLE STRUCTURES INCLUDING MAKING OF CONNECTIONS COMPLETE WORK

MOUNTING & FIXING OF FUSE SETS ON DOUBLE POLE STRUCTURES INCLUDING MAKING OF CONNECTIONS COMPLETE WORK

MOUNTING AND FIXING OF LIGHTING ARRESTOR SET (3 NOS.) ON DOUBLE POLE STRUCTURE INCLUDING MAKING ALL CONNECTIONS BY G.I. STRIP SIZE 35X6 MM TO EARTH POINT COMPLETE WORK (EXCLUDING COST OF G.I. STRIP)

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.

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.

ROUTE CLEAREANCE BY CUTTING OF TREE BRANCHES / PRONING, LOPING AND CHOPPING OF TREES FOR L.T, 11& 33 KV LINE.

T - OFF CONNECTION COMPLETE 11 KV LINE.

PROVIDING AND FIXING OF DANGER BOARD AND NUMBER PLATE COMPLETE BY PROVIDING OF MRS. FLAT 50X6 MM AND NUTS & BOLTS, DANGER BOARDS OF M.S SHEET 2 MM THICK 11"X7" SIZE (INCLUDING COST OF ALL MATERIAL)