Construction of 01 Nos 33 KV Ramnagar Industrial Bay at 132 KV Ss PDDU Nagar District Chandauli

Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. (NSI No. 5.31)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil ( DSR-2.6.1 )

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No 4.1.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No 4.1.10)

Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts (DSR No 4.3.3)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(DSR No. 5.22.6)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR - 5.1.2)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) ( DSR - 5.2.2)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR - 5.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR - 5.9.6)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR - 6.1.1)

SUPPLY OF 25 MM DIA.M.S. ANCHOR BOLTS (CONFORMING TO IS-226) 500 MM LONG WITH BASE PLATE (50X50X6 MM)WELDED WITH ANCHOR BOLTS,INCLUDING ITS THREADING UPTO A LENGTH OF 10CM. AND GA LVANIZING UPTO 15CM FROM TOP, ALSO SUPPLY OF A PAIR OF GALVANIZED STANDARD NUTS WITH THREA DING INCLUDING SUPPLY OF 5MM THICK WASHER AND COST OF LABOUR MATERIAL AND T&P ETC. REQUIRE D FOR PROPER COMPLETION OF THE WORK. (NSI NO. 9.14)

FIXING AND GROUTING 25 MM DIA M.S. ANCHOR BOLT IN PROPER ALIGNMENT LEVEL AND SETOUT WITH T HE HELP OF A TEMPLATE INCLUDING SUPPLY OF ALL LABOUR T&P ETC. REQD. FOR PROPER COMPLETION OF THE WORK. (LABOUR RATES ONLY) . (NSI NO. 9.15)

FIXING AND GROUTING OF TRENCH EDGING IN PROPER LEVEL AND ALIGNMENT INCLUDING COST OF ALL LABOUR, AND T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK BUT EXCLUDING COST OF C.C . (LABOUR RATES ONLY) . (NSI NO. 9.30)

SAME IN ITEM 9.31 ABOVE BUT FOR AUXILIARY STRUCTURE. (LABOUR RATE ONLY). (NSI NO. 9.32)

FIXING OF CABLE TRENCH RACKS IN PROPER POSITION AND ALIGNMENT INCLUDING COST OF ALL LABOUR , MATERIAL AND T&PETC. REQUIRED FOR PROPER COMPLETION OF THE WORK (LABOUR RATE ONLY). (NSI NO. 9.33)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR. 10.1)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate. (DSR - 11.3.1)

CHAMPERING THE EDGE OF CONCRETE IN AUXILIARY STRUCTURE, OF SIZE 25 MM WIDE IN TRIANGULAR S ECTION INCLUDING ALL MATERIALS, LABOUR & T&P ETC COMPLETE. (NSI NO.11.18)

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) (DSR - 13.4.1)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)(DSR No 13.16.1 )

Neat cement punning. (DSR No .13.18)

PAINTING LETTERS & NUMBER OVER CABLE TRENCH COVER OR OTHER PLACES WITH THE HELP OF STENCIL S INCLUDING PAINTING OF BASE OF 150 MM. DIA OF ONE COAT OF PRIMER AND TWO COATS OF SUPERIO R QUALITY SYNTHETIC ENAMEL PAINT SIZE OF LETTER TO BE 60 MM. X 10 MM. INCLUDING COST OF AL L MATERIALS LABOUR AND T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK INCLUDING PLACI NG OF TRENCH COVERS IN REQUIRED POSITION (NSI NO. 13.28)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture( DSR.13.62.1)

PLACING OF TRENCH COVER OF ALL SIZE IN PROPER POSITION INCLUDING TRANSPORTATION FROM DIFFERENT PLACES WITHIN THE S/S AREA INCLUDING ALL LABOUR, T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK AS PER DIRECTION OF ENGINEER - IN - CHARGE. (NSI NO. 20.11)

Special Condition :-

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SIGNATURE OF TENDERER / AUTHORISED

PERSON ALONGWITH SEAL OF THE FIRM

Full Postal Address:……………………….

Phone No……………….. Mob. No…………