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| 1 | FOUNDATION INCLUDING TIE BEAM FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 3 | Brick work with common burnt clay modular bricks of class designation |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc.inlayersnotexceeding20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 5 | CAST IN SITUProviding and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers Tie |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | PLINTH FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 10 | Filling available excavated earth (excluding rock) in trenches,plinth,sidesof foundationsetc.inlayersnotexceeding20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 11 | EXPOSED BRICK WALLBrick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level |
| 12 | CAST IN SITUProviding and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | EXTERIOR FINISHINGNew work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmFor GL |
| 14 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers Plinth Beam: |
| 16 | DETAIL ESTIMATE OF FLOORING INCLUDING G+1 FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 17 | TILE FLOORING: Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) :Medium shade pigment using 50% white cement and 50% ordinary cement |
| 18 | DAMP-PROOF COURSEProviding and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 19 | WALL INCLUDING G+1 FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 20 | BRICK WALLBrick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).Above plinth level upto floor V level(GL) |
| 21 | EXTERIOR FINISHING Finishing walls with textured exterior paint of required shade :Newwork([email protected]/10sqm)overandincluding priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 22 | INTERIOR FINISHING Colour washing such as green, blue or buff to give an even shade :New work (two or more coats) with a base coat of whiting |
| 23 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand)(GL) |
| 24 | RCC WORK BEAM, COLUM, SLAB, LINTEL WITH SUN SHADE INCLUDING G+1 FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 25 | CAST IN SITU(Column)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. abovelinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 26 | CAST IN SITU(Lintel)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. abovelinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 27 | CAST IN SITU(Sun Shade)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. abovelinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 28 | Centeringandshutteringincludingstrutting,proppingetc.andremovalof form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 29 | Centeringandshutteringincludingstrutting,proppingetc.andremovalof form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 30 | REINFORCEMENT IN FOOTING, BEAM, COLUM, SLAB, STAIRS, LINTEL WITH SUN SHADE |
| 31 | Steel Reinforvement (Footing): Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 32 | Steel Reinforvement (Column):Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 33 | Steel Reinforvement (Tie Beam):Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 34 | Steel Reinforvement (Column):Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 35 | STEEL REINFORCEMENT (Lintel 4nos.10mm dia, Strriups 8mm@150mm c/c): Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 36 | STEEL REINFORCEMENT (Sun Shade 10mm dia @ 120 mm c/c short side 8mm @ 180mm c/c: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 37 | CEILING INCLUDING G+1 FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 38 | CEILINGProviding and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) :Flame retardant face insulating board 12 mm thick |
| 39 | ROOFING AND DRAINAGE INCLUDING G+1 FOR THE NEW BUILDING OF TITABOR PHE SUB- DIVISION OFFICE |
| 40 | SHEET ROOFINGProvidingcorrugatedG.S.sheetroofing including vertical /curved surfacefixed with polymercoatedJorLhooks,boltsandnuts8mmdiameterwithbitumenandG.I. limpetwashers or withG.I. limpetwashers filled withwhite lead,including acoatof approvedsteelprimerandtwocoatsofapprovedpaintonoverlappingofsheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,includingcutting,hoisting,fixinginpositionandapplyingaprimingcoatof approved steel primer all complete. |
| 42 | Providingandlayingnon-pressureNP2class(lightduty)R.C.C.pipeswithcollars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm dia. R.C.C. pipe |
| 43 | DOOR, WINDOW & VENTILATOR FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 44 | door shutter 150 x 250 cm(shutter only). Area = 3.75 sq. m. |
| 45 | door shutter 120 x 250 cm(shutter only). Area = 3 sq. m. |
| 46 | Window shutter 150 x 150 cm(shutter only). Area = 2.25 sq. m. |
| 47 | Ventilator shutter 75 x 75 cm(shutter only). Area = 0.563 sq. m. |
| 48 | SOUND INSULATION AND ALUMINIUM PANEL FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 49 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket,perforated aluminiumspacers, desiccants, sealant (Both primary and secondary sealant) etc.asper specifications,drawings and direction of Engineer-in-charge complete. |
| 50 | INTERNAL ELECTRIFICATION OF TITABOR PHE SUB-DIVISION OFFICE WITH A NEW BUILDING |
| 51 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 52 | 1. Group A |
| 53 | 2. Group B |
| 54 | 3. Group C |
| 55 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator): 8 way , Double door |
| 56 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thickincluding accessories, and providing masonry enclosure with cover |
| 57 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete asrequired.. |
| 58 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.: Qty = 20no. |
| 59 | Supply, Installation, Testing and Commissioning of LED RGB/ RGBW flood lighting luminaire for façade lighting with Die-cast aluminum housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be an angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50 Hz with power factor>0.9. Fixture shall be suitable to operate at an ambient temperature range of-10 °C to +50 °C and shall be IP 65 and IK 06 rated. Life time shall be at least L70: 50000 burning hours at 50 °C. Luminaire shall be conforming to BIS (IS10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc.as required.:30 W |
| 60 | Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/ VRF Cassette Type In door ceiling mounted unit equipped with synthetic washable media pre- filter, fan section with low noise fan/ dynamically balanced blower, multi speed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cordless remote control etc., suitable for operation on single phase 230V±10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of in door unit will be at air inlet conditions of 27 Degree CD Band 19 Degree CWB temperature : 2 TR |
| 61 | Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head |
| 62 | Skilled Labourers and Technician |
| 63 | PLUMBING WORKS OF TITABOR PHE SUB-DIVISION OFFICE WITH A NEW BUILDING |
| 64 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :2. 20 mm dia nominal bore |
| 65 | BRASS FITTINGS: Providing and fixing brass bib cock of approved quality :15 mm nominal bore |
| 66 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet :100 mm diameter |
| 67 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 68 | Providing and fixing brass stop cock of approved quality :2. 20 mm nominal bore |
| 69 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 70 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required:White glazed fire clay kitchen sink of size 600x450x 250 mm |
| 71 | External work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.80 mm nominal dia Pipes |
| 72 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 73 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 74 | Boundary Wall |
| 75 | Reinforcement in Tie Beam: Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.:5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 76 | Reinforcement in Lintel Beam: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.: 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 77 | Reinforcement in Column: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.: 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 78 | Brick Work: Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)150mm thick brick wall; 6.26.2 Above plinth level upto floor V level |
| 79 | Shuttering Work on Tie Beam: Centering and shuttering including strutting, propping etc. and removal of form; 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 80 | Shuttering Work on Lintel Beam: Centering and shuttering including strutting, propping etc. and removal of form; 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 81 | Shuttering Work on Column: Centering and shuttering including strutting, propping etc. and removal of form; 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 82 | CEMENT CONCRETE WORKS ON TIE BEAM: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - Allwork up to plinth level :5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manu factured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA)upto 20%. |
| 83 | CEMENT CONCRETE WORKS ON LINTEL BEAM: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - Allwork up to plinth level :5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manu factured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA)upto 20%. |
| 84 | CEMENT CONCRETE WORKS ON COLUMN: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - Allwork up to plinth level : 5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manu factured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA)upto 20%. |
| 85 | PAINTING WORKS(EXTERIOR FINISHING): Finishing walls with textured exterior paint of required shade :13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm)over andincluding priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 86 | EARTHWORK IN EXCAVATION: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.: 2.7.1 Ordinary rock |
| 87 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.ENTRANCE GATE |
| 88 | SITE DEVELOPMENT INCLUDING G+1 FOR THE NEW BUILDING OF TITABOR PHE SUB-DIVISION OFFICE |
| 89 | Site Clearance: Surfacedressingofthegroundincludingremovingvegetationandinequalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 90 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.inlayersnotexceeding20cmindepth,consolidatingeachdepositedlayerby ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 91 | Cementconcretepavementwith1:2:4(1cement:2coarse:4graded sand aggregate 20 mm nominal size), including finishing complete. Stone |
| 92 | OFFICE FURNITURE |
| 93 | Full SecretarietTable (Double Drawer)Size 1690x900x760M |
| 94 | Half SecretarietTable (Single Drawer)Size 1230x620x760M |
| 95 | Wooden ComputerTable |
| 96 | Executive Revolving Chair High Back |
| 97 | Medium Back Revolving Chair |
| 98 | Computer Revolving Chair |
| 99 | Executive Visitors Chair |
| 100 | Staff Visitors Chair |
| 101 | Steel Almirah (Big) Size :1980x915x480 mm |
| 102 | Steel Almirah (Small) Size :1270x760x430 mm |
| 103 | Steel Book Reck |
| 104 | Steel Slotted Angle Reck |
| 105 | Plastic Chair with Handle |
