MOH. BAHRAMGANJ WARD NO. 20 PRABHU BIND KE MAKAN SE RAMESH SONKAR JAMIN TAK GAHARI NALIK KA NIRMAD KARYA

DISMENTLING BRICK WORK OR STONE WORK IN LIME OR CEMENT MORTAR AND INCLUDING STACKNIG OF MATERIALS AS DIRECTED BY ENGINEER-IN-CHARGE WITHIN A DISTANCE OF 60 METER (200 FEET)

EARTH WORK IN SURFACE EXCAVATION IN NOT EXCEED 30 CM IN DEPTH BUT EXCEEDING 1.5M IN WIDTH AS WELL AS 10 SQM ON EARTH UPTO 50M AND LIFT UPT 1.5 M AS DIRECTOTED BY ENGINNER-IN-CHARGE 2.1.1 ALL KIND OF SOIL

CONSTRUCTION OF GRANUALAR SUB BASE BY PROVIDING WELL GRADED MATERIAL SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPAIRED SURFACE MIXING BY MIX IN PLACE METHOD WITH ROTAVATOR AT OMC AND COMPACTING WITH THE SMOOTH WHEELL ROLLER TO ACHIVED THE DESIRED DENSITY COMPLETE AS PER TECHINICAL SPECIFICATION CLAUSE 401

1:4:8(1 CEMENT 4 COARSE SAND (SONE-III) DERIVED FROM NATURAL SOURCES IF GRADED STONE AGGRIGATE 40 MM NOMINAL SIZE DERIVED FROM NATURAL SOURCES )

Coursed rubber massonry with hard stone (First or second sort) in superstructure above pinth level and upto flore five level

Cement concrete with 2 cm guage approve stone ballast approve coarse sand cement in in prop. Of 4:2:1 including supply of all materials labour T & P etc. required for proper completion of the work

REINFORCED CEMENT CONCRETE WORK IN BEAMS SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15" LANDLINGS BALCANLES SHELVES CHAJJAS LINTEL BANDS PLAIN WINDOW STILLS STAIRECASE AND SPAIRAL STAIRE CASE PLINTH LEVEL UPTO FLOOR FIVE LEVEL EXCLUDING THE COST OF CENTERING SHUTTERING FINISHING AND REINFORCEMENT WITH 1:1.5:3 (1 CEMENT 1.5 COARSE SAND (ZONE-III) DERIVED FROM NATURAL SOURCES 3 GRADED STONE AGGRIGATE 20MM NOMINAL SIZE DERIVED FROM NATURAL SOURCES

STEEL REINFORCEMENT FOR RCC WORK INCLUDING STRAIGHTENING CUTTING BENDING PLACING IN POSITION AND BINDING ALL COMPLETE UPTO PLINTH LEVEL

STRUCK POINTING WITH CEMENT MORTAR CONSISTING OF 1 PART CEMENT NAD 2 PART OF SAND OF 1.25 F.M. INCLUDING SUPPLY OF ALL MATERIALS, LABOURE AND T & P ETC. REQUIRED FOR PROPER COMPLETION OF WORK

DISPOSAL OF EXCAVATION MALVA AS PER ENGINEER IN-CHARGE

EARTHWORK IN EMBANKEMNT IN MOORAM AND BLACK COTON SOIL. EXCAVATION TO BE IN THE FORM OF REGULAR PITS AND EXCEEDING 0.5 IN DEPTH AND EARTH WORK IN EMBANKMENT TO BE 20 CM LAYERS INCLUDING REMAING IT DRESSING THE SURFACE TO BE REQUIRED LEVEL AND SLOP ETC.

ENOGRAION STONE AND SIGN BOARD OF SITE