|
| 1 | CONSTRUCTION OF GHAT |
| 2 | EARTH WORK IN EXCAVATION BY MECHNICAL MEANS (HYDROLIC EXCAVATOR)/NATURAL MEANS OVER AREAS EXCEEDING 30.0 CM IN DEPTH 1.5 INCH WIDTH AS WELL AS 10 SQM ON PLAN )INCLUDING GETTING OUT AND DISPOSAL OF EXCAVATED EARTH LEAD UPTO 50M AND LIFT UPTO 1.5 M AS DIRECTED BY ENGINEER -INCHARGE ALL KINDS OF SOIL AS PER SOR.....252 |
| 3 | FILLING AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES PLINTH SIDES OF FOUNDATION ETC. IN LAYERS NOT EXCEEDING 20CM IN DEPTH CONSOLIDATING EACH DISPOSITED LAYER BY RAMMING AND WATERING LEAD UP TO 50 M AND LIFT UPTO 1.5M AS PER SOR 252+254 |
| 4 | PUMPING OUT WATER CAUSED BY SPRINGS TIDAL OR RIVER SEEPAGE BROKEN WATER MAINS OR DRAINS AND THE LIKE DSR NO. 14.23 |
| 5 | SUPPLY AND PILLING EUCALYPTUS BALIE 150MM AND ABOVE DIA DSR NO. 0302 |
| 6 | BAMBOO BRACING 150MM DIAY AND ABOVE PER NO. 305/2.5 |
| 7 | SUPPLY DUMPING AND PLACING OF OLD E.C. BAG FILLED WITH R.B.M IN NYLON CRATE OF SIZE 1.00x 1.00x1.00m FOR MAKING PLATEFORM FROM APRON WORK NO. OF CARATE AS PER AR |
| 8 | EXCAVATING SUPPLY AND FILLING OF LOCAL EARTH (INCLUDING ROYALITY) BY MACHENICAL TRANSPORT UPTO A LEAD OF 5KM ALSO INCLUDING RAMMING AND WATERING OF THE EARTH IN LAYER NOT EXCEEDING 20CM IN TRENCHES PLINTH SIDES OF FOUNDATION ETC. COMPLETE AS PER SOR NO.....255 |
| 9 | PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UPTO PLINTH LEVEL 1:4:8 1 CEMENT 4 COARSE SAND (ZONE- III) DERIVED FROM NATURAL SOURCES A GRADED STONE AGGRIGATE 40MM NOMINAL SIZE DREIVED FROM A NATURAL SOURCES AS PER SOR ....281 |
| 10 | PROVIDING AND LAYING IN POSITION SPECIFIED GRADE OF REINFORCED CEMENT EXCLUDING THE COST OF CENTERING AND SHUTTERINGFINISHING AND REINFORCEMENT ALL WORK UPTO PLINTH LEVEL 1:1:5:3 (1CEMENT 1.5 COARSE SAND (ZONE- III) DERIVED FROM NATURAL SOURCES 3 GRADED STONE AGGRIGATE 20MM NOMINAL SIZE DREIVED FROM A NATURAL SOURCES AS PER SOR ....279(B) |
| 11 | PROVIDING AND LAYING IN POSITION SPECIFIED GRADE OF REINFORCED CEMENT EXCLUDING THE COST OF CENTERING AND SHUTTERINGFINISHING AND REINFORCEMENT ALL WORK UPTO PLINTH LEVEL 1:1.5:3 (1CEMENT 1.5 COARSE SAND (ZONE- III) DERIVED FROM NATURAL SOURCES 3 GRADED STONE AGGRIGATE 20MM NOMINAL SIZE DREIVED FROM A NATURAL SOURCES AS PER SOR ....284(a) |
| 12 | PROVIDING AND LAYING IN POSITION SPECIFIED GRADE OF REINFORCED CEMENT EXCLUDING THE COST OF CENTERING AND SHUTTERINGFINISHING AND REINFORCEMENT ALL WORK UPTO PLINTH LEVEL 1:1.5:3 (1CEMENT 1.5 COARSE SAND (ZONE- III) DERIVED FROM NATURAL SOURCES 3 GRADED STONE AGGRIGATE 20MM NOMINAL SIZE DREIVED FROM A NATURAL SOURCES AS PER SOR ....285 |
| 13 | PROVIDING AND LAYING IN POSITION SPECIFIED GRADE OF REINFORCED CEMENT EXCLUDING THE COST OF CENTERING AND SHUTTERINGFINISHING AND REINFORCEMENT ALL WORK UPTO PLINTH LEVEL 1:1.5:3 (1CEMENT 1.5 COARSE SAND (ZONE- III) DERIVED FROM NATURAL SOURCES 3 GRADED STONE AGGRIGATE 20MM NOMINAL SIZE DREIVED FROM A NATURAL SOURCES AS PER SOR ....283 |
| 14 | BORING PROVIDING AND INSTALLING COST IN SITU SINGLE UNDER RAMMED PILES OF SPECIFIED DIAMETER AND LENGTH BELOW PILE CAP IN M-25 CEMENT CONCRETE TO CARRY A SAFE WORKING LOAD NOT LESS THAN SPECIFIED EXCLUDING THE COST OF STEEL REINFORCEMENT BUT INCLUDING THE COST OF BORING WITH BENTONNITE SOLUTION AND THE LENGTH OF THE PILES TO BE EMBEDDED IN PILE CAP ETC. ALL COMPLETE. (LENGTH OF PILE FOR PAYMENT SHALL BE MEASURED UPTO THE BOTTOM OF PILE CAP ) 400 MM DIA |
| 15 | PROVIDING AND LAYING IN POSITION SPECIFIED GRADE OF REINFORCED CEMENT EXCLUDING THE COST OF CENTERING AND SHUTTERINGFINISHING AND REINFORCEMENT ALL WORK UPTO PLINTH LEVEL 1:1.5:3 (1CEMENT 1.5 COARSE SAND (ZONE- III) DERIVED FROM NATURAL SOURCES 3 GRADED STONE AGGRIGATE 20MM NOMINAL SIZE DREIVED FROM A NATURAL SOURCES AS PER SOR ....288 |
| 16 | BRICK WORK WITH COMMON BURNT CLAY F.P.S. (NON MODULAR) BRICKS OF CLASS DESIGNATION 7.5 IN FOUNDATION AND PLINTH IN CMENT MORTAR 1:6 1 CEMENT 6 COARSE SAND |
| 17 | BRICK WORK WITH COMMON BURNT CLAY F.P.S. (NON MODULAR) BRICKS OF CLASS DESIGNATION 7.5 IN SUPERSTRUCTURE ABOVE PLINTH LEVEL UPTO FLOOR V LEVEL IN ALL SHAPES AND SIZES IN CEMENT MORTAR 1:6 1 CEMENT 6 COARSE SAND |
| 18 | MILE STEEL OR IRON WORK IN PLAIN WORK SUCH AS REINFORCED CONCRETE OR REINFORCED BRICK WORK (WHEN NOT INCLUDED IN AN OVER ALL RATES) WROUGHT TO REQUIRED SHAPE AS NECESSARY INCLUDING BENDING FOR PROPER COMPLETION OF THE WORK AND INCLUDING SUPPLY OF STEEL ITS WASTAGE BEND HOOKS AND AUTHORISED OVER LAPPING SHALL BE MEASURED UPTO FLOOR TWO LEVEL |
| 19 | 40 MM THICK FINE DRESSED STONE FLOORING OVER 20MM (AVARAGE) THICK BASE OF CEMENT MORTAR 1.5 (1 CEMNET : 5 COARSE SAND) WITH JOINTS FINISHED FLUSH. RED SAND STONE AS PER SOR …..601(B) |
| 20 | PROVIDING AND FIXING STAINLESS STEEL (GRADE 304) RAILING MADE OF HOLLOW TUBES CHANNEL PLATES ETC. INCLUDING WELDING GRAINDING BUTTERING POLISHING AND MAKING CURVATURE (WHENEVER REQUIRED) AND FILLING THE SAME WITH NECESSORY STAINLESS STEEL NUTS AND BOLTS COMPLETE. I/C FIXING THE RAILING WITH NECCESSARY ACCESSORIES AND STAINLESS STEEL DASH FASTENERS STAINLESS STEEL BOLTS ETC OF REQUIRED THE SIZE OF TOP OF THE FLOOR OR THE SIDE OF WAIST SLAB WITH SUITABLE ARRANGEMENT AS PER APPROVED OF ENGNEER IN CHARGE |
| 21 | CENTERING AND SHUTTERING INCLUDING STRUTTING PROPPING ETC AND REMOVAL OF FROM FOR - FOUNDATION FOOTINGS BASE OF COLUMNS ETC FRO MASS CONCRETE |
| 22 | COLUMNS PILLERS, PIERS, ABITUMENTS POSTS AND STRUTS |
| 23 | LINTELS BEAMS, PLINTH BEAMS, GIRDER BRESSUMERS AND CANTILEVELS WITH WATER PROOF PLY 12MM THICK |
| 24 | SUSPENDED FLOORS ROOFS LANDINGS BALCONIES AND ACCESS PLATEFORM WITH WATER PROOF PLY 12MM THICK |
| 25 | 1% CONTENGENCY CHARGE |
| 26 | ADD 18% GST |
