Estimate for Balance Work of Asbestos cement pressure pipes of Naru Nangal Lift Distributary Scheme - 1 offtaking at RD 1925 mtr of Naru Nangal Lift Scheme offtaking at RD 65693 mtr (L/s) of Kandi Canal Stage-2

Amount

EXCAVATION BY MECHANICAL NO. 28-2 MEANS(JCB OR HYDRAULIC EXCAVATOR) IN TRENCHES FOR PIPE LINES WITH STRAIGHT OR OPEN CUTTING IN STREETS OR OPEN AREA INCLUDING TRIMMING AND DRESSING SIDES LEVELLING OF BEDS OF TRENCHES TO CORRECT GRADE, CUTTING JOINT HOLES, REFILLING CONSOLIDATION,WATERING , INCLUDING THE COST OF DEWATERING OF RAIN WATER, DIVERSION FOR TRAFFIC, NIGHT SIGNALS. PROVIDING & FIXING CAUTION BOARDS, CROSSING OVER TRENCHES FOR ACCESS TO THE HOUSES, WATCHING, FENCING, ETC. AND REMOVAL OF SURPLUS SOIL OUT SIDE/INSIDE THE TOWN INVOLVING LEAD UPTO 15 METER COMPLETE IN ALL RESPECT. ((A)) EARTH WORK UPTO 1.5 M. DEPTH FOR (I) ALL CLASSES OF SOIL EXCEPT ROCKY

((B)) EXCEEDING 1.5 M DEPTH BUT NOT EXCEEDING 2.25 M DEPTH (I) ALL CLASSES OF SOIL EXCEPT ROCKY

((C)) EXCEEDING 2.25 M DEPTH UPTO 3.00 M DEPTH (AA) EXCAVATION EXCEEDING 2.25 MTR

FILLING SAND INCLUDING SUPPLY AND CARRIAGE OF FINE SAND COMPLETE IN ALL RESPECT.

PROVIDING, STRINGING (MODIFIED OUT, CUTTING JOINTING AND A) TESTING AC PIPES 400 MM SIZE ISI MARKED AS PER 1592:2003 CLASS 15 WITH SUITABLE AC COUPLING ALONG THE TRENCH AND LAYING THE SAME INTO TRENCHES TO CORREST ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE 400MM

PROVIDING , STRINGING (MODIFIED OUT, CUTTING JOINTING AND B) TESTING AC PIPES 600 MM DIA ISI MARKED AS PER 1592:2003 CLASS 15 WITHOUT AC COUPLING ALONG THE TRENCH AND LAYING THE SAME INTO TRENCHES TO CORREST ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE 600 MM

PROVIDING , STRINGING (MODIFIED OUT, CUTTING JOINTING AND C) TESTING AC PIPES 700 MM DIA ISI MARKED AS PER 1592:2003 CLASS 15 WITH SUITABLE AC COUPLING ALONG THE TRENCH AND LAYING THE SAME INTO TRENCHES TO CORREST ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE 500 MM

MODIFIED D PROVIDING AND FIXING OF CAST IRON BEND OF DIFFERENT DIA AS PER IS 5531-1988 DIFFERENT ANGLES INCLUDING CARRIAGE TO SITE OF WORK AND FIXING OF CI-D JOINTS AND TESTING ETC. COMPLETE IN ALL RESPECT AS PER DESIGN PWD SPECIFICATIONS AND INSTRUCTIONS OF ENGINEER IN CHARGE (RATES AS PER QUOTATIONS)

MODIFIED E PROVIDING AND FIXING OF CAST IRON BEND OF DIFFERENT DIA AS PER IS 5531-1988 DIFFERENT ANGLES INCLUDING CARRIAGE TO SITE OF WORK AND FIXING OF CI-D JOINTS AND TESTING ETC. COMPLETE IN ALL RESPECT AS PER DESIGN PWD SPECIFICATIONS AND INSTRUCTIONS OF ENGINEER

IN CHARGE (RATES AS PER QUOTATIONS) PROVIDING OF CID JOINTS LONG COLLAR INCLUDING CARRIAGE TO SITE OF WORK AND TESTING ETC. COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATIONS AND INSTRUCTIONS AND INSTRUCTIONS OF ENGINEER IN CHARGE.

WATER SUPPLY CONSTRUCTION OF MASONARY SLUICE VALVE CHAMBER EXCLUDING SLUICE VALVE COVER AS PER STANDARD DESIGN & DRAWINGS OF PUBLIC HEALTH DEPARTMENT. (A) SIZE 0.6 M. X 0.6 M.

(30) PROVIDING & FIXING DOUBLE AIR VALVE ISI MARKED AS PER IS-14845 INCLUDING JOINTING ALL CARRIAGES COMPLETE. ((E)) C.I DOUBLE AIR VALVE (SIZE 100MM)

PROVIDING, STRINGING OUT, CUTTING JOINTING & TESTING A.C. PIPES ISI MARKED AS PER IS 1592-2003 CLASS-15 WITHOUT A C COUPLING ALONG THE TRENCHES AND LAYING THE SAME INTO TRENCHES TO CORRECT ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE. ((E)) PROVIDING , STRINGING OUT, CUTTING JOINTING AND TESTING AC PIPES 400 MM SIZE ISI MARKED AS PER 1592:2003 CLASS 15 WITHOUT AC COUPLING ALONG THE TRENCH AND LAYING THE SAME INTO TRENCHES TO CORREST ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE 500 MM

EXCAVATION MANUALLY IN TRENCHES FOR PIPE LINES WITH STRAIGHT OR OPEN CUTTING IN STREETS AND LANES IN BUILTUP AREA WHERE WIDTH OF STREET / LANE FROM WALL TO WALL IS LESS THAN 3 METER INCLUDING TRIMMING AND DRESSING SIDES LEVELLING OF BEDS OF TRENCHES TO CORRECT GRADE, CUTTING JOINT HOLES, REFILLING CONSOLIDATION,WATERING , INCLUDING THE COST OF DEWATERING OF RAIN WATER, DIVERSION FOR TRAFFIC, NIGHT SIGNALS. PROVIDING & FIXING CAUTION BOARDS, WATCHING, FENCING, ETC. AND REMOVAL OF SURPLUS SOIL FROM THE SITE UPTO 15 METER DISTANCE COMPLETE IN ALL RESPECTS. ((D)) EXCEEDING 3.00 M DEPTH UPTO 4.50 M DEPTH (AB) EXCAVATION 3 MTR TO ABOVE

CONCRETE(10.13) CEMENT CONCRETE 1:2:4 (10-10.13-A(II)) MIXING BY MECHANICAL MEANS USING CONCRETE MIXER VOLUMETRIC TYPE

STEEL AND IRON WORK (18.18) COLD TWISTED DETORMED (RIBBED/ TOR STEEL) BARS (FE 500 GRADE AS PER IS 1786-2008) , FOR R.C.C WORKS, WHERE NOT INCLUDING IN THE COMPLETE RATE OF RCC INCLUDING BENDING AND BINDING PLACING IN POSITION COMPLETE

PROVIDING OF CID JOINTS LONG COLLAR INCLUDING CARRIAGE TO SITE OF WORK AND TESTING ETC. COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATIONS AND INSTRUCTIONS AND INSTRUCTIONS OF ENGINEER IN CHARGE.

PROVIDING AND FIXING OF C.I UNEQUAL TEE INCLUDING CARRIAGE TO SITE OF WORK AND TESTING ETC COMPLETE IN ALL RESPECT AS PER DESIGN AND PWD SPECIFICATIONS AND INSTRUCTION OF ENGINEER IN CHARGE

WATER SUPPLY (9) PROVIDING, STRINGING OUT, CUTTING JOINTING & TESTING A.C. PIPES ISI MARKED AS PER IS 1592-2003 CLASS-15 WITH SUITABLE A C COUPLING ALONG THE TRENCHES AND LAYING THE SAME INTO TRENCHES TO CORRECT ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE.((A)) STRINGING OUT, CUTTING JOINTING AND TESTING ACPP PIPES 400 MM SIZE ISI MARKED AS PER 1592:2003 CLASS 15 WITHOUT AC COUPLING ALONG THE TRENCH AND LAYING THE SAME INTO TRENCHES TO CORREST ALIGNMENT AND GRADIENTS, INCLUDING ALL CARRIAGE COMPLETE 500MM I/D PIPE

Any other item

G.S. ENTERPRISES

V.K.& SONS