Enhancing water supply in Hansli Minor and Restoring Water Supply to Rajindra lake Gurudwara Moti Bagh and Old Moti bagh, Sheesh Mahal of Patiala City Sheesh Mahal Minor RD 0 to 4750

Amount

EXCAVATION BY MECHANICAL 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

EARTH WORK UPTO 1.5 M. DEPTH FOR ALL CLASSES OF SOIL EXCEPT ROCKY

EXCEEDING 1.5 M DEPTH BUT NOT EXCEEDING2.25 M DEPTH FOR ALL CLASSES OF SOIL EXCEPT ROCKY

EXCEEDING 2.25 M DEPTH UPTO 3.00 M DEPTH FOR ALL CLASSES OF SOIL EXCEPT ROCKY

EXCEEDING 3.00 M DEPTH UPTO 4.5 M DEPTH FOR ALL CLASSES OF SOIL EXCEPT ROCKY

PROVIDING, LAYING, FIXING & JOINTING OF P.V.C.PIPES AS PER ISI-4985 (ISI MARKED WITH THE PRIOR APPROVAL OF ENGINEER-IN-CHARGE) ALONG THE TRENCHES AND LAYING THE SAME INTRENCHES TO CORRECT ALIGNMENT AND GRADIENTS,CUTTING, JOINTING AND TESTING COMPLETE AS PER SPECIFICATIONS. 250MM O/D PIPE OF 10 F. / SQCM

CONSTRUCTING BRICK MASONRY MANHOLE IN CEMENT MORTAR 1:5 ( 1 CEMENT : 5 COARSE SAND) R.C.C. TOP SLAB 20CM THICK USING M-20 MIX BY USING MIXER AND VIBRATOR, TMT FE500 @ 80.00 /PER CUM, FOUNDATION CONCRETE 1:4:8 MIX (1 CEMENT: 4 COARSE SAND : 8 GRADED STONE AGGREGATE 40MM NOMINAL SIZE) INSIDE PLASTERING 12MM THICK WITH CEMENT MORTAR 1:3 1 CEMENT: 3 COARSE SAND) FINISHED WITH FLOATING COAT OF NEAT CEMENT AND MAKING 40MM THICK BENCHING IN CEMENT CONCRETE1:2:4 (1 CEMENT : 2 COARSE SAND : 4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FINISHED WITH A FLOATING COAT OF NEAT CEMENT, ORANGE COLOURED PVC STEPS INCLUDING RCC COVER WITH FRAME COMPLETE AS PER STANDARD DESIGN COMPLETE IN ALL RESPECTS. a) INSIDE SIZE 90X150 CM AND 120 CM DEEP b) EXTRA PAYABLE FOR EVERY 0.30 M ADDITIONAL DEPTH OF MANHOLE CHAMBER IN ITEM 29.55 UPTO 1.80 M INCREASE IN DEPTH.

PROVIDING, LAYING, SPREADING AND COMPACTING GRADED STONE AGGREGATE TO WET MIX MACADAM SPECIFICATION INCLUDING PREMIXING THE MATERIAL WITH WATER AT OMC IN MECHANICAL MIX PLANT, LAYING IN UNIFORM LAYERS WITH PAVER IN SUB- BASE / BASE COURSE ON WELL PREPARED SURFACE AND COMPACTING WITH VIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY COMPLETE AS PER TECHNICAL CLAUSE 406 OF MORT & H SPECIFICATIONS

CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING MATERIAL AS PER GRADING-III ( TABLE 400-I OF MORT & H 5TH REVISION), MIXING IN A MECHANICAL MIX PLANT AT OMC, SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPARED SURFACE AND COMPACTING WITH VIBRATORY POWER ROLLER TO ACHIEVE THE DESIRED DENSITY, COMPLETE AS PER TECHNICAL CLAUSE 401 OF MORT&H SPECIFICATIONS

PROVIDING AND APPLYING TACK COAT WITH PENETRATION GRADE BITUMEN VG-10 USING BITUMEN PRESSURE DISTRIBUTOR AT THE RATE OF 0.40 KG PER SQM ON THE PREPARED BITUMINOUS SURFACE/GRANULAR SURFACE TREATED WITH PRIME COAT AFTER CLEANING THE SURFACE COMPLETE AS PER TECHNICAL SPECIFICATIONS.

PROVIDING AND LAYING BITUMINOUS MACADAM 50MM TO 75MM THICK WITH BATCH TYPE HOT MIX PLANT USING CRUSHED AGGREGATES OF SPECIFIED GRADING PREMIXED WITH BITUMINOUS BINDER VG-30 @3.4%, LAID OVER A PREVIOUSLY PREPARED SURFACE WITH HYDROSTATIC PAVER FINISHER WITH SENSOR CONTROL TO THE REQUIRED GRADE,LEVEL AND ALIGNMENT AND ROLLED TO ACHIEVE THE DESIRED COMPACTION COMPLETE AS PER TECHNICAL CLAUSE 504 OF MORT&H SPECIFICATIONS

PROVIDING AND APPLYING TACK COAT WITH BITUMEN EMULSION RS USING EMULSION PRESSURE DISTRIBUTOR AT THE RATE OF 0.25 KG PER SQM ON THE PREPARED BITUMINOUS SURFACE/GRANULAR SURFACE TREATED WITH PRIME COAT AFTER CLEANING THE SURFACE COMPLETE AS PER TECHNICAL CLAUSE 503 OF MORT&H SPECIFICATIONS

PROVIDING AND LAYING SEMI DENSE BITUMINOUS CONCRETE 35MM TO 40MM THICK WITH BATCH TYPE HMP USING CRUSHED AGGREGATES OF SPECIFIED GRADING, PREMIXED WITH BITUMINOUS BINDER VG-30 @ 4.5%, LAYING WITH A HYDROSTATIC PAVER FINISHER WITH SENSOR CONTROL TO THE REQUIRED GRADE, LEVEL AND ALIGNMENT, ROLLING WITH SMOOTH WHEELED, VIBRATORY AND TANDEM ROLLERS TO ACHIEVE THE DESIRED COMPACTION COMPLETE AS PER IRC-111 (2009) SPECIFICATIONS

PROVIDING & FIXING C.I/D.I FLANGED END, STEM OF SS (AIS 1410) AND BRONZE(GUNMETAL) WORKING PARTS SLUICE VALVES ISI MARKED 14846-2000, INCLUDING JOINTING, TESTING & COST OF NUT, BOLT & INSERTION SHEET, ALL CARRIAGE COMPLETE (WITH THE APPROVAL OF ENGINEER INCHARGE

PROVIDING, STRINGING OUT, CUTTING, JOINTING AND TESTING OF ISI MARKED D.I. DOUBLE FLANGED PIPES WITH SCREWED FLANGED AS PER IS:8329-2000, CLASS-K9 AND LAYING THE SAME IN TRENCHES TO CORRECT ALIGNMENT AND GRADIENTS,JOINTED WITH NUT BOLTS and rubber insertation joint fitted complete including all cartage 200MM I/D PIPE LINES LAID COMPLETE

PROVIDING AND FIXING 110MM O/D PIPE OF 8 KGF. / SQCM FOR VENT PIPES

SKIN PLATE

PLATE .05 X .016 X .95 ( IS 2062)

CLAMP PLATE 0.05 X 0.016 X 0.95 ( IS 2062)

CLAMP PLATE 0.065 X 0.008 X 0.49 ( IS 2062)

PLATE 0.15 X 0.15 X 0.01 (IS :2062)

PLATE .02 X .49 X .008 ( IS 2062)

PLATE .2 X .05 X .01 (IS-2062)

ISMC- 100 , 1400 LONG (IS : 2062) @9.2 KG /M

ISMC – 100 , 720 LONG (IS :2062) @9.2KG /M

PROVIDING OF HOLLOW BULB SEAL 100X44MM AND FIXING IN POSITION INCLUDING PREPARATION OF SURFACE COMPLETE IN ALL RESPECT

SUPPLY OF ANCHOR BOLTS DIA 16 MM IS:1367 DIA 16 , 253 LONG

SUPPLY OF HILTI BOLT DIA 16, 200 LONG (IS 1367) DIA 16 , 200 LONG

PROVIDING AND FIXING IN POSITION OF WEDGE SEAL 80 X 12 X 558.50 INCLUDING PREPARATION OF SURFACE COMPLETE IN ALL RESPECT AND ENTIRE SATISFACTION OF ENGINEER IN CHARGE (IS 11855)

SUPPLY OF BOLT DIA 10, 60 LONG (IS 1570)

ISA 55 X 65 X 6MM , 630 LONG (IS :2062)

PLATE 300 X 240 X 18 (IS:2062)

THRUST BEARING

PHOSPHORUS BRONZE NUT,247 LONG (IS:305)

DEEP GROVE BEARING

HAND WHEEL DIA 440 (IS :2062)

SCREW (DIA 250),(PITCH-8),3155 LONG) (EN-8)

HEX NUT 12 DIA , 155 LONG (CRS)

MS ROUND BAR 25MM , 1.335M (IS:2062)

MS ROUND BAR 20MM , 0.20M (IS:2062)

MS ROUND BAR 20MM ,0.283M (IS:2062)

HEX PLATE 12 DIA ,255 LONG (CRS)

CHECKED PLATE 1.2 X 1.2 X 10mm

CUTTING AND STRAIGHTING CHARGES COMPLETE IN ALL RESPECT TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE

SUPPLY OF MULTIPURPOSE SYNTHETIC GREASE

Fillet welding with high strength steel rods complete in all respect and to entire satisfaction of engineer in charge(10 mm wide)

Drilling/boring inculding Reaming complete in all respects satisfaction of engineer in charge (10 -20 mm dia)

Threading for pins complete in all respect and to upto 75 mm

Commissioning and testing of gates at the site complete in all respect to entire satisfaction of Engineer-In- charge

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