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Maintenance And Repairing Works Of Shrimant Chatrapati Shivaji Maharaj Museum In Ward No .11 ( Part-B ) , TOWN HALL AURANGABAD-Maharashtra

Aurangabad Municipal Corporation has published Maintenance And Repairing Works Of Shrimant Chatrapati Shivaji Maharaj Museum In Ward No .11 ( Part-B ) . Submission Date for this Tender is 29-12-2021. Civil Work Tenders in TOWN HALL AURANGABAD Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

30413271
Maintenance And Repairing Works Of Shrimant Chatrapati Shivaji Maharaj Museum In Ward No .11 ( Part-B )
Open Tender
Indian
Maharashtra
TOWN HALL AURANGABAD
29-12-2021

Tender Details

Maintenance And Repairing Works Of Shrimant Chatrapati Shivaji Maharaj Museum In Ward No .11 ( Part-B )

Key Value

Document Fees
INR 600 /-
EMD
INR 37000.0 /-
Tender Value
INR 36.86 Lakhs /-

BOQ Items

Name of Work: MAINTAINANCE AND REPAIRING WORKS OF SHRIMANT CHATRAPATI SHIVAJI MAHARAJ MUSEUM IN WARD NO .11 (PART-B)
Sl. No. Item Description
1PART-B-MAINTAINANCE AND REPAIRING WORKS
2EXCAVATION FOR FOUNDATION IN EARTH SOIL OF ALL TYPES SAND, GRAVEL AND SOFT MURUM, INCLUDING REMOVING THE EXCAVATED MATERIAL UP TO A DISTANCE OF 50M. BEYOND THE BUILDING AREA AND STACKING AND SPREADING AS DIRECTED, DEWATERING, PREPARING THE BED FOR THE FOUNDATION AND NECESSARY BACK FILLING, RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC. COMP. (LIFT UPTO 1.5M)
3EXCAVATION FOR FOUNDATION IN HARD MURUM INCLUDING REMOVING THE EXCAVATED MATERIAL UPTO DISTANCE OF 50 METRES BEYONG THE BUILDING AREA AND STACKING AND SPREADING AS DIRECTED, EWATERING, PERPARING THE BED FOR THE FOUNDATION AND NECESSARY BACK FILLING RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC. COMP. (LIFT UPTO 1.50M) BY MECHANICAL MEANS
4EXCAVATION FOR FOUNDATIN IN SOFT ROCK AND OLD CEMENT OR LIME MASONRY FOUNDATIONS INCLUDING REMOVING BEYOND THE BUILDING AREA AND ACKING AS DIRECTED, INCLUDING DEWATERING, PREPARING THE BED FOR THE FOUNDATION AND NECESSARY BACK FILLING WITH AVAILABLE EARTH/ MURUM, RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC. COMP. (LIFT UPTO 1.5M) BY MECHANICAL MEANS
5FILLING IN PLINTH AND FLOORS WITH CONTRACTORS MATERIAL/ BROUGHT FROM OUTSIDE AND APPROVED BY ENGINEER IN CHARGE IN LAYERS OF 15CM TO 20CM INCLUDING WATERING AND COMPACTION ETC. COMP.
6PROVIDING DRY TRAP/ GRANITE/ QUARTZITE/ GNEISS RUBBLE STONE SOILING 15CM TO 20CM THICK INCLUDING HAND PACKING AND COMPACTING COMPLETE.
7PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE IN M-10 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METALFOR FOUNDATION AND BEDDING INCLUDING BAILING OUT WATER, FORMWORK, LAYING/ PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING IF REQUIRED AND CURING COMPLETE, WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/ CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMP. WITH NATURAL SAND/ V.S.I. QUALITY ARTIFICIAL SAND
8PROVIDING AND LAYING IN SITU/ READY MIX CEMENT CONCRETE M-20 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR RCC WORK IN FOUNDATIONS LIKE RAFT, STRIP FOUNDATIONS, GRILLAGE AND FOOTINGS OF R.C.C. COLUMNS AND STEEL STANCHIONS ETC. INCLUDING BAILING OUT WATER, FORMWORK, LAYING/ PUMPING COVER BLOCKS, COMPACTION AND CURING, ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED (EXCLUDING REINFORCEMENT AND STRUCTURAL STEEL) ETC. COMPLETE, WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/ CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMPLETE. WITH NATURAL SAND/ V.S.I. QUALITY ARTIFICAL SAND
9PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE IN M-20 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METALFOR R.C.C. COLUMNS AS PER DETAILED DESIGNS AND DRAWING OR AS DIRECTED INCLUDING CENTERING, FORMWORK, COVER BLOCKS, LAYING/ PUMPING, COMPACTION FINISHING THE FORMD SRFACES WITH CEMENT MORTAR 1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVE A SMOOTH AND EVEN SURFACE OR ROUGHENING IF SPECIAL FINISH IS TO BE PROVIDED AND CURING ETC. COMP. (EXCLUDING REINFORCEMENT AND STRUCTRUAL STEEL).. WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/ CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMP. WITH NATURAL SAND/ V.S.I. QUALITY ARTIFICIAL SAND.
10PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE M-20 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR R.C.C. BEAMS AND LINTELS AS PER DETAILED DESIGNS AND DRAWINGS OR AS DRIECTED INCLUDING CENTERING, FORMWORK, COVER BLOCKS, LAYING/ PUMPING, COMPACTIONAND ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDIED AND CURING ETC. COMP. (EXCLUDING REINFORCEMENT AND STRUCTRUAL STEEL) WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/ CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMPLETE WITH NATURAL SAND/ V.S.I. QUALITY ARTIFICIAL SAND
11PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE M-20 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR R.C.C. SLABS AND LANDINGS AS PER DETAILED DESIGNS AND DRAWINGS INCLUDING STEEL CENTERING, FORMWORK, COVER BLOCKS, LAYING/ PUMPING, COMPACTION FINISHING THE FORMED SURFACES WITH CEMENT MORTAR 1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVE A SMOOTH AND EVEN SURFACE OR ROUGHENING IF SPECIAL FINISH IS TO BE PROVIDED AND CURING ETC. COMP. (EXCLUDING REINFORCEMENT AND STRUCTURAL STEEL.) WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED
12PROVIDING AND FIXING IN POSITION TMT-FE-500 BAR REINFORCEMENT OF VARIOUS DIAMETERS FOR R.C.C. PILE CAPS, FOOTINGS, FOUNDATIONS, SLABS, BEAMS COLUMNS, CANOPIES, STAIRCASE, NEWELS, CHAJJAS, LINTELS PARDIS, COPINGS, FINS, ARCHES ETC. AS PER DETAILED DESIGNS, DRAWINGS AND SCHECULES, INCLUDING CUTTING, BENDING, HOOKING THE BARS, BINDNG WITH WIRES OR TACK WELDING AND SURRPORTING AS REQUIRED COMP.
13PROVIDING SECOND CLASS BURNT BRICK MASONRY WITH CONVENTIONAL/ I.S. TYPE BRICKS IN CEMENT MORTAR 1:6 IN FOUNDATIONS AND PLINTH OF INNER WALLS/ IN PLINTH EXTERNAL WALLS INCLUDING BAILING OUT WATER MANUALLY, TRIKING JOINTS ON UNEXPOSED FACES, RAKING OUT JOINTS ON EXPOSED FACES AND WATERING ETC. COMP.
14PROVIDING SECOND CLASS BURNT BRICK MASONRY WITH CONVENTIONAL/ I.S. TYPE BRICKS IN CEMENT MORTAR 1:6 IN SUPERSTRUCTURE INCLUDING STRIKING JOINTS, RAKING OUT JOINTS, WATERING AND SCAFFOLDING ETC. COMP.
15PROVIDING INTERNAL CEMENT PLASTER 12MM THICK IN SINGLE COAT IN CEMENT MORTAR 1:4 WITHOUT NEERU FINISH TO CONCRETE OR BRICK SURFACES, IN ALL POSITIONS INCLUDING SCAFFOLDING AND CURING ETC. COMP.
16PROVIDING SAND FACED PLASTER EXTERNALLY IN CEMENT MORTAR USING APPROVED SCREENED SAND, IN ALL POSITIONS INCLUDING BASE COAT OF 15MM THICK IN CEMENT MORTAR 1:4 USING WATERPROOFING COMPOUND AT 1KG PER CEMENT BAG CURING THE SAME FOR NOT LESS THAN 2 DAYS AND KEEPING THE SURFACE OF THE BASE COAT ROUGH TO RECEIVE THE SAND FACED TREATMENT 6 TO 8 MM THICK IN CEMENT MORTAR 1:4 FINISHING THE SURFACE BY TAKING OUT GRAINS AND CURING FOR FOURTEEN DAYS SCAFFOLDING ETC. COMP.
17PROVIDING AND APPLYING PRIMING COAT ON CONCRETE/ MASONRY/ ASBESTOS CEMENT PLASTERED SURFACES INCLUDING SCAFFOLING IF NECESSARY, PERPARING THE SURFACE BY THOROUGHLY CLEANING OIL, GREASE, DIRT AND OTHER FOREIGN MATTER AND SAND PAPERING AS REQUIRED ETC. COMP.
18PROVIDING AND APPLYING WASHABLE OIL-BOUND DISTEMPER OF APPROVED COLOUR AND SHADE TO OLD AND NEW SURFACES IN TWO COATS INCLUDING SCAFFOLDING, PREPARING THE SURFACES. (EXCLUDING THE PRIMER COAT.) ETC. COMP.
19PROVIDING AND APPLYING WASHABLE OIL-BOUND DISTEMPER OF APPROVED COLOUR AND SHADE TO OLD AND NEW SURFACES IN TWO COATS INCLUDING SCAFFOLDING, PREPARING THE SURFACES. (EXCLUDING THE PRIMER COAT.) ETC. COMP.
20PROVIDING AND APPLYING TWO COATS OF WATER PROOF CEMENT PAINT OF APPROVED MANUFACTURE AND OF APPROVED COLOUR TO THE PLASTERED SURFACES INCLUDING SCAFFOLDING IF NECESSARY, CLEANING AND PREPARING THE SURFACE, WATERING FOR TWO DAYS ETC. COMP.
21PROVIDING AND LAYING MACHINE CUT MACHINE POLISHED SHAHABAD STONE FLOORING 25MM TO 30MM THICK AND REQUIRED WIDTH IN PLAIN/ DIAMOND PATTERN ON BED OF 1:6 CM INCLUDING CEMENT FLOAT, FILLING JOINTS WITH NEAT CEMENT SLURRY, CURING, POLISHING AND CLEANING ETC. COMP.
22PROVIDING AND LAYING VITRIFIED MIRROR/ GLOSSY FINISH TILES DECORATIVE TYPE HAVING SIZE 590MM TO 605MM X 590MM TO 605MM TO 8 TO 10MM THICKNESS AND CONFIRMING TO IS 15622-2006 (GROUP BLA) OF APPROVED MAKE, SHADE AND PATTERN FOR FLOORING IN REQUIRED POSITIONS LAID ON A BED OF 1:4 CEMENT MORTAR INCLUDING NEAT CEMENT FLOAT, FILLING JOINTS, CURING AND CLEARING ETC. COMP. A) FLOORING
23PROVIDING AND LAYING CERAMIC TILES OF HAVING SIZE 30CM X 30CM CONFIRMING TO IS 15622/2006 (GROUP D II-A) AND 7 TO 8 MM THICK FOR FLOORING IN REQUIRED POSITION LAID ON A BED OF 1:4 CEMENT MORTER INCLUDING CEMENT FLOAT, FILLING JOINT WITH WHITE/ COLOUR CEMENT SLURRY CLEANING CURING ETC. COMP. A) FLOORING
24PROVIDING AND LAYING VITRIFIED MIRROR/ GLOSSY FINISH TILES HAVING SIZE 590MM TO 605MM X 590MM TO 605MM OF 8 TO 10MM THICKNESS AND CONFIRMING TO IS 15622-2006 (GROUP BLA) OF APPROVED MAKE, SHADE AND PATTERN FOR FLOORING IN REQUIRED POSITION LAID ON A BED OF 1:4 CEMENT MORTER INCLUDING NEAR CEMENT FLOAT, FILLING, JOINTS, CURING AND CLEARING ETC. COMP. B.)SKIRTING
25PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS, FIXED WITH CONNECTING PLATES OR ANGLE CLEATS IN MAIN AND CROSS BEAMS, HIP AND JACK RAFTERS, PURLINS CONNECTING TO TRUSS MEMBERS AND THE LIKE, AS PER DETAILED DESIGNS AND DRAWING OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING, FIXING IN POSITION, MAKE RIVETED/ BOLTED/ WELDED CONNECTIONS AND ONE COAT OF ANTICORROSIVE PAINT AND OVER IT TWO COATS OF OIL PAINTING OF APPROVED QUALITY AND SHADE ETC. COMP.
26PROVIDING AND FIXING CORRUGATED GALVANISED IRON SHEETS OF 0.63MM THICK (24 B.W.G.) FOR ROOFING WITHOUT WIND TILES INCLUDING FASTENING WITH GALVANISED IRON SCREWS AND BOLTS, LEAD AND BITUMEN WASHERS AS PER DRAWING ETC. COMP. (WEIGHT OF 5.5 G/SQM)
27PROVIDING AND FIXING IN POSITION (AS PER 1868/ 1982) ALUMINIMUM SLIDING WINDOW OF THREE TRACKS WITH RECTANGULAR PIPES 95 X 38.10 X 0.90MM AT WEIGHT 0.637 KG/RMT WITH WINDOW FRAME BOTTOM TRACK SECTION 92 X 31.75 X .130MM AT WEIHT 1.070 KG/RMT TOP AND SIDE TRACK SECTIONS 92 X 31.75 X 1.30MM AT WEIGHT 0.933 KG/RMT THE SHUTTER SHOULD BE OF BEARING BOTTOM 40 X 18 X 1.25MM AT WEIGHT 0.417 KG/RMT INTER LOCKING SECTION 40 X 18 X 1.10MM AT WEIGHT 0.469 KG/ RMT AND HANDLE AND TOP SECTION 40 X 18 X 1.25 MM AT WEIGHT 0.417 KG/ RMT AS PER DETAILED DRAWINGS AND AS DIRECTED BY ENGINEER IN CHARGE WITH ALL NECESSARY ALUMINIUM SECTIONS FIXTURES AND FASTENINGS SUCH AS ROLLER BEARING IN NYLON CASTING AND SELF LOCKING CATCH FITTED IN VERTICAL SECTION OF SHUTTER INCLUDING 5MM THICK PLAIN GLASS AND ALUMINIUM MOSQUITO NET SHUTTER WITH STAINLESS STEEL JAIL WITH ALL REQUIRED SCREWS AND NUTS ETC. COMP. WITH COLOUR ANODISING WITHOUT BOX
28PROVIDING AND FIXING ROLLING SHUTTER FABRICATED FROM STEEL LATHS OF MINIMUM THICKNESS 0.90MM WITH LOCK PLATE OF 3.15MM THICKNESS REINFORCED WITH 35 X 35 X 5 MM ANGLE SECTION FITTED WITH SLIDING BOLTS AND HANDLES FOR BOTH SIDES, DEEP M.S. CHANNEL SECTION OF DEPTH AND THICKNESS NOT LESS THAN 65MM AND 3.15MM RESPECTIVELY WITH HOLD FAST ARRANGEMENTS, M.S. BRACKET PLATE 300 X 300 X 3.15MM MINIMUM SIZE AND SHAPE WITH SQUARE BAR SUSPENSION SHAFT OF MINIMUM 32MM DIAMETER, HOOD COVER OF M.S. SHEET NOT LESS THAN 0.90MM THICKNESS AND OF ANY SIZE AT TOP AND SAFETY DEVICES INCLUDING MECHANICAL GEAR OPERATION ARRANGEMENT CONSISTING OF WORMS OF HIGH GRADE CAST IRON OR MILD STEEL AND ONE COAT OR RED LEAD PRIMER ETC. COMP. (IS 62481979) WITH MECHANICAL GEAR)
29PROVIDING AND FIXING MILD STEEL GRILL WORK FOR WINDOWS, VENTILATORS ETC. 20KG/ SQM AS PER DRAWING INCLUDING FIXTURES, NECESSARY WELDING AND PAINTING WITH ONE COATS OF ANTICORROSIVE PAINT AND TWO COATS OF OIL PAINTING COMP.
30PROVIDING AND FIXING M-40 GRADE THICK VIBRATED PULL CAST OR SIMILAR TYPE CONCRETE FRAME WITH CHAMFER CONFORMING TO IS 65241983 HAVING 6MM DIA BARS 3 NOS AND STIRRUPS @ 250MM C/C AND FIXING IN WALL WITH 6 NOS OF HOLD FAST OF 12MM DIA BARS 500MM LONG INCLUDING PRIMER AND OIL PAINTING ETC. COMP.) FRAME SIZE 60MM X 100MM
31PROVIDING AND FIXING SOLID CORE FLUSH DOOR SHUTTER IN DOUBLE LEAF 32MM THICK DECORATIVE TYPE OF EXTERIOR GRADE AS PER DETAILED DRAWINGS APPROVED FACE VENEER 3 MM THICK ON BOTH FACES OR S DIRECTED ALL NECESSARY BEADS, MOULDING AND LIPPING, WROUGHT IRON HOLD FASTS, CHROMIUM PLATED FIXTURES AND FASTENINGS WITH BRASS
32PROVIDING AND FIXING 30MM THICK BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER CONSISTING OF FRAME MADE OUT OF M.S. TUBES OF 19 GUAGE THICKNESS AND SIZE 19 X 19 MM FOR LES AND 15 X 15MM FOR THE TOP AND BOTTOM RAILS, MS FRAME SHALL BE COVERED WITH HEAT MOULED PVC C CHANNEL MADE FORM 5MM (+/0.25) THICK PRELAMINATED SHEET OF DENSITY 600 KG/CBM OF SIZE 30MM THICKNESS 70MM WIDTH OUT OF WHICH 50MM SHALL BE 20 FLAT AND 200MM SHALL BE TAPERED IN 45? ANGLE ON EITHER SIDE FORMING STILES; AND 5MM THICK, 95MM WIDE PVC SHEET OUT OF WHICH 75MM SHALL BE FALT AND 20MM SHALL BE TAPERED IN 45 ON THE INNER SIDE TO FORM TOP AND BOTTOM RAIL AND 115MM WIDE PVC SHEET OUT OF WHICH 75MM SHALL BE FALT AND 20MM DHALL BE TAPERED ON BOTH SIDED TO FORM LOCK RAIL. TOP BOTTOM AND LOCK RAIL SHALL BE PROVIDED EITHER SIDE OF THE PANEL. AN ADDITIONAL 5MM (+/0.25) THICK PVC STRIP OF 20MM WIDTH IS TO BE STUCK ON THE BOTTOM SIDE OF THE C CHANNEL PRELAMINATED PANELING OF 5MM (+/0.25) THICK PVC SHEET TO BE FITTED INSIDE THE M.S. FRAME WELDED/ SEALED TO THE STYLES AND RAILS WITH 5MM (+/0.25) X 30MM PVC SHEET BEADING ON EITHER SIDE AND JOINED TOGETHER WITH SOLVENT CEMENT ADHESIVE ETC, 10MM THICKNESS (5MM (+/0.25) X 2 NOS) 20MM WIDE
33PROVIDING AND FIXING IN POSITION ALUMINIUM PARTLY OPENABLE AND PARTLY FIXED WINDOW OF ANY SIZE AS PER DETAILED DRAWING AND AS DIRECTED BY ENGINEERINCHARGE WITH ALL NECESSARY ALLUMINIUM SECTIONS INCLUDING NECESSARY FIXTURES AND FASTENING WITH 5 MM THICK FLOAT GLASS ETC. COMPLETE. B) WITH POWDER COATING NOTE WHILE ARRIVING AT THE RATE OF ITEM OF ITEM WEIGHT AT 6.90 KG/SQM IS CONSIDERED.
34PROVIDING AND LAYING CERAMIC TILES HAVING SIZE 30 CM. X 60 CM. CONFIRMING TO CORRESPONDING I.S. FOR DADO AND SKIRTING IN REQUIRED POSITION WITH READYMADE ADHESIVE MORTAR OF APPROVED QUALITY ON PLASTER OF 1:2 CEMENT MORTAR INCLUDING JOINT FILLING WITH WHITE/ COLOUR CEMENT SLURRY CLEANING CURING ETC. COMPLETE.
35PROVIDING AND APPLYING WATER PROOFING TREATMENT (CONSIDERED IN PART A)
36PROVIDING AND FIXING WHITE GLAZED WITH BOTTLE TRAP EARTHENWARE WASH HAND BASIN OF 55X40 CM SIZE INCLUDING COLD WATER PILLER TAPS, BRACKETS, RUBBER PLUGS AND BRASS CHAIN, STOP TAP, CHROMIUM PLATE BOTTLE TRAP AND NECESSARY PIPE CONNECTIONS INCLUDING UPAC WASTE PIPE AND TRAP UPTO THE OUTSIDE FACE OF THE WALL, MAKING GOOD THE DAMAGED SURFACE, TESTING ETC. COMPLETE.
37PROVIDING AND FIXING EUROPEAN TYPE COLOUR GLAZED EARTHENWARE WATER CLOSET PAN WITH UPVC SEAT AND LID WITH CHROMIUM PLATED BRASS HINGES AND RUBBER BUFFERS INCLUDING UPVC AND VENT PIPE UP TO THE OUTSIDE FACE OF WALL WITHOUT FLUSHING CISTERN WITH FLUSH COCK AND WITH WATER JET AND NECESSARY FITTINGS INCLUDING CUTTING AND MAKING GOOD TO THE WALLS AND FLOORS TESTING ETC. COMPLETE.( PRIOR APPROVAL OF SAMPLE AND BRAND BY EX. ENGINEER IS NECESSARY BEFORE USE)
38PROVIDING AND FIXING H.D.P CONTAINER SYNTEX OR ALIKE ONE PIECE MOULDED WATER TANK MADE OUT OF LOW DENSITY POLYTHYLER AND BUILT CORRUGATION INCLUDING OF DELIVERY UP TO DESTINATION HOISTING AND FIXING OF ACCESSORIES SUCH AS INLET, OUTLET OVERFLOW OF ALL TANKS CAPACITY ABOVE 1000 TO 20,000 LITRES
39PROVIDING AND FIXING 15MM DIA. SCREW DOWN BIB/STOP TAP OF BRASS INCLUDING NECESSARY SOCKET UNION NUT COMPLETE.
40PROVIDING AND FIXING 8CM RIGID PVC NAHANI TRAP INCLUDING PVC GRATING, BEND, CONNECTING PIECE OF UPVC PIPE UPTO THE OUT SIDE FACE OF WALL, MAKING THE GOOD DAMAGED SURFACE AND TESTING ETC. COMPLETE (PRIOR APPROVAL OF SAMPLE AND BRAND BY EX. ENGR. IS NECESSARY BEFORE USE)
41PROVIDING AND FIXING 15CMX10CM SALT GLAZED STONEWARE GULLY TRAP IN CEMENT CONCRETE 1:4:8 OUTSIDE THE BUILDING INCLUDING CAST IRON GRATING IN THE SINK, CONNECTING GLAZED STONEWARE PIPE, BRICK MASONRY CHAMBER WITH CAST IRON LID AND CAST IRON GRATING FOR THE GULLY TRAP.
42PROVIDING AND FIXING ON WALLS/CEILING/FLOOR 15MM DIA. CPVC PIPE WITH NECESSARY FITTINGS, REMAKING GOOD THE DEMOLISHED PORTION ETC. COMPLETE. INCLUDING REMOVING EXISTING PIPELINE IF NECESSARY AND CONVEYING AND STACKING THE SAME IN PWD CHOWKY OR AS DIRECTED ETC. COMPLETE.
43PROVIDING AND FIXING ON WALLS/CEILING/FLOOR 20MM DIA. CPVC PIPE WITH NECESSARY FITTINGS, REMAKING GOOD THE DEMOLISHED PORTION ETC. COMPLETE. INCLUDING REMOVING EXISTING PIPELINE IF NECESSARY AND CONVEYING AND STACKING THE SAME IN PWD CHOWKY OR AS DIRECTED ETC. COMPLETE.
44PROVIDING AND FIXING ON WALLS/CEILING/FLOOR 25MM DIA. CPVC PIPE WITH NECESSARY FITTINGS, REMAKING GOOD THE DEMOLISHED PORTION ETC. COMPLETE. INCLUDING REMOVING EXISTING PIPELINE IF NECESSARY AND CONVEYING AND STACKING THE SAME IN PWD CHOWKY OR AS DIRECTED ETC. COMPLETE.
45PROVIDING, LAYING AND FIXING, JOINTING ECO-DRAIN 110MM SN 8 NU-DRAIN UPVC PIPES OR OF EQUIVALENT MAKE, MANUFACTURE AS PER EN 13476 OR EQUIVALENT AS PER I.S. 15328 WITH FITTINGS SUCH A BENDS, TEES, COUPLER, ETC, JOINTING WITH RUBBER LUBRICANT INCLUDING NECESSARY EXCAVATION, TRENCH REFILLING WITH SELECTIVE EXCAVATED MATERIAL ETC. COMPLETE.
46SUPPLYING, ASSEMBLING, LOWERING AND FIXING IN VERTICAL POSITION IN BOREWELL, UNPLASTICIZED PVC MEDIUM WELL SCREEN PIPES WITH RIBS OF 100MM DIA, CONFORMING TO IS:12818, INCLUDING REQUIRED HIRE AND LABOUR CHARGES, FITTINGS & ACCESSORIES ETC. ALL COMPLETE, FOR ALL DEPTHS,AS PER THE DIRECTION OF ENGINEER IN CHARGE.
47PROVIDING PRECONSTRUCTIONAL ANTITERMITE TREATMENT (CONSIDERED IN PART-A)
48PROVIDING AND FIXING 3.5 TO 4 MM THICK VENEER FINISH WALL PANALING MADE OUT OF 50 X 25 MM (FINISHEDSIZE) C.C.T.W. FRAME WORK OR SIZE OF 600 X 600 MM CENTER OR AS PER SITE CONDITION COVERED BY 6MM THICK MARINE PLYWOOD OF THE REQUISITE MANUFACTURE VIZ ANCHORE / CENTURY / KENWOOD / DURO / JET OR EQUIVALENT GENERALLY CONFIRIMING TO I:S710-1980 FINISHED WITH 3.5 TO 4 MM THICK MATCHING VENEER OF APPROVED COLOR AND INSATIN WALLNUT GROOV MATCHED VENEER PATTERN AND DESIGN INCLUDING MELAMINE POLISHING & DESIGN WITH ANTITERMITE TREATMENT ETC. TO PLYWOOD AND WOODWORK WITH TEN YEARS GUARANTEE BOND ETC. INCLUDING ALL LEAD AND LIFTS COMPLETE AS PER ARCHITECTS DRAWING AND INSTRUCTIONS OF ENGINEER IN CHARGE.
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