Construction Of Drain Work - Moh. Dumduma Ward No. 10 Me Alok Patel Ke Makan Se Development Narayan Ke Makan Ke Pas Purane Nale Tak Nali Ka Nirmad Karya, Chunar-Uttar Pradesh
TDR : 52604361
Tender Notice
BOQ
Expired
Chunar
Uttar Pradesh
Construction Of Drain Work - Moh. Dumduma Ward No. 10 Me Alok Patel Ke Makan Se Development Narayan Ke Makan Ke Pas Purane Nale Tak Nali Ka Nirmad Karya
Name of Work:- Moh. Dumduma Ward No. 10 Me Alok Patel Ke Makan Se Dev Narayan Ke Makan Ke Pas Purane Nale Tak Nali Ka Nirmad Karya
Sl. No.
Item Description
1
DISMENTLING OF BRICK WORK OR STONE WORK IN LIME OR CEMENT MORTAR AND INCLUDING STACKING OF MATERIALS AS DIRECTED BY ENGINNER IN CHARGE WITHIN A DISTANCE OF 60 METER (200 FEET)
2
E/W EXCAVATION IN SOIL MIXED WITH B.C/ KANKARSOIL I/C ETC ALL COMPLETEAS PER SI NO 255
3
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
4
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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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
6
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
7
STEEL REINFORCEMENT FOR RCC WORK INCLUDING STRAIGHTENING CUTTING BENDING PLACING IN POSITION AND BINDING ALL COMPLETE UPTO PLINTH LEVEL
8
DISPOSAL OF EXCAVATION MALVA LOADING UNLOADING AS DISTANCE OF 200 MTR AS PER ENGINEER IN-CHARGE
9
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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