GIVING SC TO VARIOUS CONSUMERS UNDER EDSD-2ND BAGESHWAR UNDER NSC HEAD

Amount

SUPPLY OF ITEMS :-

SHACKLE INSULATOR 100X115

STAY INSULATOR 90X65

SHACKLE INSULATOR CLAMP FOR SP-10

STAY CLAMP FOR SP-10

EARTH WIRE CLAMP FOR SP-10

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 (21-50KM)

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)

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 MATERIAL (OTHER THAN POLES) BY VEHICLE FROM STORE CENTER TO NEAREST CONSTRUCTION SITE STORE INCLUDING LOADING AND UNLOADING AT BOTH ENDS (21-50KM)

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)

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)

HEAD LOAD CARTAGE OF ST POLE 8.0 MTR SP-10 FROM ROAD TO SITE (UPTO 0.0 TO 1.0 KM)

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 SMALL MATERIAL. (UP TO 0.0 TO 1.0 KM)

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

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.

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.

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 L.T.LINES OF THE ACSR RABBIT CONDUCTOR 2PHASE3WIRE AS PHASE WIRE WITH G.I. EARTH WIRE COMPLETE WITH BINDING AND JUMPERING AS PER RESSPO SPECN.

LAYING, SPREADING, STRINGING AND SAGGING OF L.T.LINES OF THE ACSR RABBIT CONDUCTOR 1PHASE2WIRE AS PHASE WIRE WITH G.I. EARTH WIRE COMPLETE WITH BINDING AND JUMPERING AS PER RESSPO SPECN.

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.

maa bhagwati electricals (BID ID -363332)

DEEPAK CONSTRUCTION (BID ID -363407)