Ujjain Municipal Corporation has published Tender For Reconstruction And Development Work Of Food Court Shops Located In The Tarantal Campus. Submission Date for this Tender is 15-04-2024. Civil Work Tenders in Ujjain Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | DEMOLISHING R.C.C. WORK MANUALLY/ BY MECHANICAL MEANS INCLUDING STACKING OF STEEL BARS AND DISPOSAL OF UNSERVICEABLE MATERIAL WITHIN50 METERS LEAD AS PER DIRECTION OF |
| 2 | THICKNESS UP TO 40 MM- "DISMANTLING PRECAST CONCRETE OR STONE SLABS IN WALLS, PARTITION WALLS ETC. INCLUDING STACKING WITHIN 50 METER S LEAD:" |
| 3 | IN CEMENT MORTAR- DEMOLISHING BRICK WORK MANUALLY/BY MECHANICAL MEANS INCLUDING STACKING OF SERVICEABLE MATERIAL AND DISPOSAL OF UNSE RVICEABLE MATERIAL WITHIN 50 METERS LEAD AS PER DIRECTION OF |
| 4 | Transportation By Mechanical means including loading, unloading and stacking where ever necessary Boulders 5 Km. or part thereof |
| 5 | exvation work with 05KM Extra lead |
| 6 | ALL KINDS OF SOIL.-EXTRA FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THEREOF IN. |
| 7 | "FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAYERS NOT EXCEEDING 20CM I N DEPTH, CONSOLIDATING EACH DEPOSITED LAYER BY RAMMING AND WATERING, LEAD UP TO 50 M AND LIFT |
| 8 | MOORUM/HARD COPRA- "SUPPLYING AND FILLING IN PLINTH UNDER FLOORS INCLUDING, WATERING, RAMMING CONSOLIDATING AND DRESSING COMPLETE." |
| 9 | CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE- PROVIDING AND LAYING IN POSITION CEMENT CONCRETEOF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UP |
| 10 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.- "PROVIDING AND LAYING IN POSITION SPECIFIED GRA DE OF REINFORCED CEMENT CONCRETE EXCLUDING THE COST OF CENTERING, SHUTTERING, FINISHING AND REINFORCEMENT - ALL WORK UP TO PLINTH LE |
| 11 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 12 | "REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS, BALCONIES, SHELVES, CHAJJAS, LIN TELS, BANDS, PLAIN WINDOW SILLS, STAIRCASES AND SPIRAL STAIR CASES UP TO FLOOR TWO LEVEL EXCLUDING THE COST OF CENTERING, SHUTTERINGAND REINFORCEMENT WITH CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE |
| 13 | HOT ROLLED DEFORMED BARS-"REINFORCEMENT FOR R.C.C. WORK INCLUDING STRAIGHTENING, CUTTING, BENDING, PLACING IN POSITION AND BINDING U PTO FLOOR LEVEL INCLUDING COST OF BINDING WIRE, WASTAGE AND OVER LAPS UPTO 12MM HORIZONTAL/ INCLINED POSITION OF REINFORCEMENT BARS IN SLAB AND BEAMS, PLINTH, CHAJJAS, LINTELS, UPTO 4.5M VERTICAL LENGTH OF REINFORCEMENT IN WALL COLUMNS (OVER LAPS SHALL BE PROVIDEDAS PER REQUIREMENT OF IS : 13920; IS 456 & SP : |
| 14 | "FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE."-"CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCHIN G ETC. COMPLETE FOR AND REMOVAL OF FORM WORK BY SHEET PLATE OR PLY |
| 15 | "COLUMNS, PILLARS, PIERS, ABUTMENTS, POSTS AND STRUTS."-"CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCHING ETC. COMP LETE FOR AND REMOVAL OF FORM WORK BY SHEET PLATE OR PLY |
| 16 | "LINTELS, BEAMS, PLINTH BEAMS, GIRDERS, BRESSUMERS AND CANTILEVERS."- "CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCH ING ETC. COMPLETE FOR AND REMOVAL OF FORM WORK |
| 17 | "SUSPENDED FLOORS, ROOFS, LANDINGS, BALCONIES AND ACCESS PLATFORM."-"CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCHI NG ETC. COMPLETE FOR AND REMOVAL OF FORM WORK BY SHEET PLATE OR PLY |
| 18 | CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND)-"BRICK WORK WITH FLY ASH LIME BRICKS (FALG BRICKS) CONFORMING TO IS:12894- 2002, CLASS DESIGNATION 75 KG/CM2 (AVERAGE COMPRESSIVE STRENGTH) |
| 19 | CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND)-"BRICK WORK WITH FLY ASH LIME BRICKS (FALG BRICKS) CONFORMING TO IS:12894- 2002, CLASS DESIGNATION 50 (AVERAGE COMPRESSIVE STRENGTH) IN SUPERSTRUCTURE ABOVE PLINTH LEVEL UP TO FLOOR 2 LEVEL INCLUDING THE COST OF |
| 20 | 80X1.25MM M.S. LATHS WITH 1.25 MM THICK TOP COVER.-"SUPPLYING AND FIXING ROLLING SHUTTERS OF APPROVED MAKE, MADE OF REQUIRED SIZE M. S. LATHS INTERLOCKED TOGETHER THROUGH THEIR ENTIRE LENGTH AND JOINTED TOGETHER AT THE END BY END LOCKS MOUNTED ON SPECIALLY DESIGNEDPIPE SHAFT WITH BRACKETS, SIDE GUIDES AND ARRANGEMENTS FOR INSIDE AND OUTSIDE LOCKING WITH PUSH AND PULL OPERATION COMPLETE INCLUDI NG THE COST OF PROVIDING AND FIXING NECESSARY 27.5CM LONG WIRE SPRINGS MANUFACTURED FROM HIGH TENSILE STEEL WIRE OF ADEQUATE STRENGT H CONFORMING TO IS : 4454 PART-I. AND M.S. TOP COVER OF |
| 21 | PROVIDING AND FIXING BALL BEARING FOR ROLLING SHUTTERS. |
| 22 | EXCEEDING 10.00 SQM AND UPTO 16.80 SQM IN THE AREA.-EXTRA FOR PROVIDING MECHANICAL DEVICE CHAIN AND CRANK OPERATION FOR OPERATING RO LLING SHUTTERS. |
| 23 | EXTRA FOR PROVIDING GRILLED ROLLING SHUTTERS MANUFACTURED OUT OF 8 MM DIA. M.S. BAR INSTEAD OF LATHS AS PER DESIGN APPROVED BY ENGIN EER IN-CHARGE.(AREA OF GRILL TO BE MEASURED). |
| 24 | HOT FINISHED WELDED TYPE TUBES.-"STEEL WORK IN BUILT UP M.S. TUBULAR SECTION (ROUND, SQUARE OR RECTANGULAR HOLLOW TUBE ETC.) TRUSSES /FRAME WORK ETC./ RAILING WORK ETC. INCLUDING CUTTING, HOISTING FIXING IN POSITION AND APPLYING A PRIMING COAT OF APPROVED STEEL PRI MER, WELDED AND BOLTED INCLUDING SPECIAL SHAPED WASHERS ETC. |
| 25 | "SUPPLY & INSTALLATION OF PRECOATED GALVANISED IRON PROFILE SHEETS (SIZE, SHAPE AND PITCH OF CORRUGATION AS APPROVED BY ENGINEER-IN-CHARGE) 0.50 MM ±5% TOTAL COATED THICKNESS (TCT) THICK ZINC COATING 120GSM AS PER IS: 277 IN 240MPA STEEL GRADE, 5-7 MICRONS EPOXY PRIMER ON BOTH SIDE OF THE SHEET AND POLYESTER TOP COAT 15- 18 MICRONS. SHEET SHOULD HAVE PROTECTIVE GUARD FILM OF 25 MICRONS MINIMU M TO AVOID SCRATCHES WHILE TRANSPORTATION AND SHOULD BE SUPPLIED IN SINGLE LENGTH UPTO 12 METER OR AS DESIRED BY ENGINEER-IN CHARGE. THE SHEET SHALL BE FIXED USING SELF DRILLING/SELF TAPPING SCREWS OF SIZE (5.5X 55MM) WITH EPDM SEAL OR WITH POLYMER COATED J OR L H OOKS, BOLTS AND NUTS 8MM DIAMETER WITH BITUMEN AND G.I. LIMPET WASHERS OR WITH G.I. LIMPET WASHERS FILLED WITH WHITE LEAD COMPLETE U PTO ANY PITCH IN HORIZONTAL/ VERTICAL OR CURVED SURFACES EXCLUDING THE COST OF PURLINS, RAFTERS AND TRUSSES AND INCLUDING CUTTING |
| 26 | RIDGES PLAIN (500 - 600MM).-"PROVIDING AND FIXING PRECOATED GALVANISED STEEL SHEET ROOFING ACCESSORIES 0.50 MM +/- 5% TOTAL COATED T HICKNESS (TCT) THICK ZINC COATING 120GSM AS PER IS: 277 IN 240MPA STEEL GRADE, 5-7 MICRONS EPOXY PRIMER ON BOTH SIDE OF THE SHEET AN D POLYESTER TOP COAT 15-18 MICRONS USING SELF DRILLING/ SELF TAPPING SCREWS OR WITH POLYMER COATED J OR L HOOKS, BOLTS AND NUTS AND OR G.I. SEAM BOLTS AND NUTS, G.I. PLAIN AND BITUMEN WASHERS |
| 27 | GUTTER .(600 MM OVER ALL GIRTH).-"PROVIDING AND FIXING PRECOATED GALVANISED STEEL SHEET ROOFING ACCESSORIES 0.50 MM +/- 5% TOTAL COA TED THICKNESS (TCT) THICK ZINC COATING 120GSM AS PER IS: 277 IN 240MPA STEEL GRADE, 5-7 MICRONS EPOXY PRIMER ON BOTH SIDE OF THE SHE ET AND POLYESTER TOP COAT 15-18 MICRONS USING SELF DRILLING/ SELF TAPPING SCREWS OR WITH POLYMER COATED J OR L HOOKS, BOLTS AND NUTSAND OR G.I. SEAM BOLTS AND NUTS, G.I. PLAIN AND BITUMEN WASHERS |
| 28 | "PROVIDING AND LAYING VITRIFIED FLOOR TILES MULTI/DOBULE CHARGED (MINIMUM TOP LAYER THICKNESS 2.0MM) NENO POLISHED SELF DESIGN, IN D IFFERENT SIZE WITH WATER ABSORPTION LESS THAN 0.05% AND CONFORMING TO IS : 15622 OF APPROVED MAKE IN ALL COLOURS & SHADES IST PREMIN UM QUALITY IN SKIRTING LAID ON 12MM THICK CEMENT MORTAR 1:4 (1 CEMENT : 4 SAND) INCLUDING GROUTING THE JOINTS WITH WHITE CEMENT AND MATCHING PIGMENTS ETC. COMPLETE. (THICKNESS AS PER MANUFACTURER |
| 29 | "PROVIDING AND LAYING 60 MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVER BLOCK OF M -30 GRADE MADE BY BLOCK MAKING MACHINE ITH STRONG VIBRATORY COMPACTION AND OF APPROVED SIZE AND DESIGN/SHAPE LAID IN REQUIRED COLOUR AND PATTERN OVER AND INCLUDING 50 MM T HICK COMPACTED BED OF STONE DUST SAND, FILLING THE JOINTS WITH COARSE SAND ETC. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER- |
| 30 | KOTA STONE 25MM THICK FLOORING OVER 20 MM (AVERAGE) THICK BASE LAID OVER AND JOINTED WITH GREY CEMENT SLURRY MIXED WITH PIGMENT TO M ATCH THE SHADE OF THE SLAB INCLUDING RUBBING AND POLISHING COMPLETE WITH BASE OF 1:4 CEMENT MORTAR (1 CEMENT : 4 COURSE SAND) (MINIM UM SIZE OF KOTA STONE 2.0 |
| 31 | AREA OF SLAB OVER 0.50 SQM.-"PROVIDING AND FIXING 16MM THICK GANG SAW CUT MIRROR POLISHED PREMOULDED AND PREPOLISHED) MACHINE CUT FO R KITCHEN PLATFORMS, VANITY COUNTERS, WINDOW SILLS , FACIAS AND SIMILAR LOCATIONS OF REQUIRED SIZE OF APPROVED SHADE, COLOUR AND TEX TURE LAID OVER 20MM THICK BASE CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND) WITH JOINTS TREATED WITH WHITE CEMENT, MIXED WITH MATCHI NG PIGMENT, EPOXY TOUCH UPS, INCLUDING RUBBING, CURING, MOULDING AND POLISHING TO EDGE TO GIVE HIGH GLOSS FINISH ETC. COMPLETE AT AL L |
| 32 | 18 MM CEMENT PLASTER IN TWO COATS UNDER LAYER 12 MM THICK CEMENT PLASTER 1:5 (1 CEMENT: 5 COARSE SAND) AND A TOP LAYER 6MM THICK CEM ENT PLASTER 1:3 (1 CEMENT: 3 COARSE SAND) FINISHED ROUGH |
| 33 | "ROUGH CAST PLASTER UPTO 10M HEIGHT ABOVE GROUND LEVEL WITH A MIXTURE OF SAND AND GRAVEL OR CRUSHED STONE FROM 6MM TO 10MM NOMINAL S IZE DASHED OVER AND INCLUDING THE FRESH PLASTER IN TWO LAYERS, UNDER LAYER 12MM CEMENT PLASTER 1:4 (1 CEMENT: 4 COARSE SAND) AND TOPLAYER 10MM CEMENT PLASTER 1:3 (1 CEMENT: 3 FINE SAND) MIXED WITH 10% FINELY GROUNDED HYDRATED LIME BY VOLUME OF |
| 34 | 1:3 (1 CEMENT: 3 SAND)-"12 MM CEMENT PLASTER FINISHED WITH A FLOATING COAT OF NEAT CEMENT OF MIX :" |
| 35 | 1:3 (1 CEMENT: 3 FINE SAND)-6 MM CEMENT PLASTER OF MIX : |
| 36 | "PROVIDING AND APPLYING 1.0 MM THICK WHITE CEMENT BASED WALL PUTTY OF BEST QUALITY, OVER PLASTERED SURFACE TO PREPARE THE SURFACE EV EN AND SMOOTH COMPLETE." |
| 37 | NEW WORK (TWO OR MORE COAT APPLIED @ 1.67 LTR/10 SQM OVER AND INCLUDING PRIMING COAT OF EXTERIOR PRIMER APPL-FINISHING WALLS WITH AC RYLIC SMOOTH EXTERIOR PAINT OF REQUIRED SHADE: |
| 38 | 300 MM DIA. R.C.C. PIPE- "PROVIDING AND LAYING NON-PRESSURE NP2 CLASS (LIGHT DUTY) R.C.C. PIPES WITH COLLARS JOINTED WITH STIFF MIXTU RE OF CEMENT MORTAR IN THE PROPORTION OF 1:2 (1 CEMENT : 2 FINE SAND) INCLUDING TESTING OF JOINTS ETC. COMPLETE :" |
| 39 | "35 MM THICK INCLUDING ISI MARKED STAINLESS STEEL BUTT HINGES WITH NECESSARY SCREWS."- "PROVIDING AND FIXING ISI MARKED FLUSH DOOR SH UTTERS CONFORMING TO IS: 2202 (PART I) NON- DECORATIVE TYPE, CORE OF BLOCK BOARD CONSTRUCTION WITH FRAME OF 1ST CLASS HARD WOOD AND W ELL MATCHED COMMERCIAL 3 PLY VENEERING WITH VERTICAL GRAINS OR CROSS BANDS AND FACE VENEERS ON BOTH FACES OF SHUTTERS USING |
| 40 | 300X20X6 MM-"PROVIDING AND FIXING ISI MARKED OXIDISED M.S. DOOR LATCHES CONFORMING TO IS:5930 WITH SCREWS ETC. COMPLETE :" |
| 41 | 300X10 MM-"PROVIDING AND FIXING BRIGHT FINISHED BRASS TOWER BOLTS (BARREL TYPE) WITH NECESSARY SCREWS ETC. COMPLETE :" |
| 42 | PROVIDING AND FIXING BRIGHT FINISHED BRASS 100 MM MORTICE LATCH AND LOCK WITH 6 LEVERS AND A PAIR OF LEVER HANDLES WITH NECESSARY SC REWS ETC. COMPLETE (BEST MAKE OF APPROVED QUALITY). |
| 43 | POWDER COATED ALUMINIUM (MINIMUM THICKNESS OF POWDER COATING 50 MICRON)- "PROVIDING AND FIXING ALUMINIUM WORK FOR DOORS, WINDOWS, VEN TILATORS AND PARTITIONS WITH EXTRUDED BUILT UP STANDARD TUBULAR SECTIONS/ APPROPRIATE Z SECTIONS AND OTHER SECTIONS OF APPROVED MAKECONFORMING TO IS: 733 AND IS : 1285, FIXED WITH RAWL PLUGS AND SCREWS OR WITH FIXING CLIPS, OR WITH EXPANSION HOLD FASTENERS INCLUD ING NECESSARY FILLING UP OF GAPS AT JUNCTIONS, AT TOP, BOTTOM AND SIDES WITH REQUIRED PVC/ NEOPRENE FELT ETC. ALUMINIUM SECTIONS SHAL L BE SMOOTH, RUST FREE, STRAIGHT, MITRED AND JOINTED MECHANICALLY WHEREVER REQUIRED INCLUDING CLEAT ANGLE, ALUMINIUM SNAP BEADING FO R GLAZING / PANELING, C.P. BRASS / STAINLESS STEEL SCREWS, ALL COMPLETE AS PER ARCHITECTURAL DRAWINGS AND THE DIRECTIONS OF ENGINEER -IN-CHARGE. (GLAZING AND PANELING TO BE PAID FOR SEPARATELY) : 1.FOR |
| 44 | POWDER COATED ALUMINIUM (MINIMUM THICKNESS OF POWDER COATING 50 MICRON)- "PROVIDING AND FIXING ALUMINIUM WORK FOR DOORS, WINDOWS, VEN TILATORS AND PARTITIONS WITH EXTRUDED BUILT UP STANDARD TUBULAR SECTIONS/ APPROPRIATE Z SECTIONS AND OTHER SECTIONS OF APPROVED MAKECONFORMING TO IS: 733 AND IS : 1285, FIXED WITH RAWL PLUGS AND SCREWS OR WITH FIXING CLIPS, OR WITH EXPANSION HOLD FASTENERS INCLUD ING NECESSARY FILLING UP OF GAPS AT JUNCTIONS, AT TOP, BOTTOM AND SIDES WITH REQUIRED PVC/ NEOPRENE FELT ETC. ALUMINIUM SECTIONS SHAL L BE SMOOTH, RUST FREE, STRAIGHT, MITRED AND JOINTED MECHANICALLY WHEREVER REQUIRED INCLUDING CLEAT ANGLE, ALUMINIUM SNAP BEADING FO R GLAZING / PANELING, C.P. BRASS / STAINLESS STEEL SCREWS, ALL COMPLETE AS PER ARCHITECTURAL DRAWINGS AND THE DIRECTIONS OF ENGINEER -IN-CHARGE. (GLAZING AND PANELING TO BE PAID FOR SEPARATELY) : 2.FOR SHUTTERS OF DOORS, WINDOWS & VENTILATORS INCLUDING PROVIDING AN D FIXING HINGES/ PIVOTS |
| 45 | WITH FLOAT GLASS PANES OF 4.0 MM THICKNESS- "PROVIDING AND FIXING GLAZING IN ALUMINIUM DOOR, WINDOW, VENTILATOR SHUTTERS AND PARTITIO NS ETC. WITH EPDM RUBBER NEOPRENE GASKET ETC. COMPLETE AS PER THE ARCHITECTURAL DRAWINGS AND THE DIRECTIONS OF ENGINEER- IN- CHARGE ( COST OF ALUMINIUM SNAP BEADING SHALL BE PAID IN BASIC ITEM):" |
| 46 | Design, supply and installation of Tensile fabric Structure Providing and fixing PVC coated Tensile Fabric having both side PVDF , having not less than PVC Type II950 gsm weight and 280 daN/5cm tensile strength (warp/weft) of Ferrari or equivalent brand, using Galvanised steel wire ropes with Threaded Stud End termination, fish plates and other required accessories. Fabric plotting on CNC plotting machine only. HF welding with minimum 40 mm wide seams. Including fabric as per specified above and fabrication structureas per approved design by Architect and engineer in charge & ( Members with appropriate sizes as approved by engineer |
| 47 | Relocating the existing statue from the existing location to specified location and reinstallation of the same including the finishing and strengthening of the same on site with any kind of required fabrication and civil work including finishing with paint system to achive an even and required finishing of the statue. Complete Job work as per the requirements and Directions |
| 48 | ELECTRIFICATION WORK |
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