Construction Of Drain Work - Moh. Dargah Sharif Dakshini Ward No. 17 Saraswati Shishu Mandir Se Boundry Wal Tak Gahari Nali Ka Nirmad Karya, Chunar-Uttar Pradesh
TDR : 53184676
Tender Notice
BOQ
3 Days Left
Chunar
Uttar Pradesh
Construction Of Drain Work - Moh. Dargah Sharif Dakshini Ward No. 17 Saraswati Shishu Mandir Se Boundry Wal Tak Gahari Nali Ka Nirmad Karya
Name of Work:- Moh. Dargah Sharif Dakshini Ward No. 17 Saraswati Shishu Mandir Se Boundry Wal Tak Gahari Nali Ka Nirmad Karya
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Item Description
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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)
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E/W EXCAVATION IN SOIL MIXED WITH B.C/ KANKARSOIL I/C ETC ALL COMPLETEAS PER SI NO 254
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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
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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 )
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Coursed rubber massonry with hard stone (First or second sort) in superstructure above pinth level and upto flore five level
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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
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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
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STEEL REINFORCEMENT FOR RCC WORK INCLUDING STRAIGHTENING CUTTING BENDING PLACING IN POSITION AND BINDING ALL COMPLETE UPTO PLINTH LEVEL
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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
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DISPOSAL OF EXCAVATION MALVA AS PER ENGINEER IN-CHARGE
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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.
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ENOGRAION STONE AND SIGN BOARD OF SITE 1.0 Please Enable Macros to View BoQ information
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