Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-07-2021 | Corrigendum | Date | 06-08-2021 |
| 2 | 05-07-2021 | Corrigendum Date Extension | Date | 27-07-2021 |
| 3 | 05-07-2021 | General Corrigendum | Other | 27-07-2021 |
| Name of Work: Up-gradation of existing Fruit Processing Plant , Supply, installation, testing and commissioning of equipments including civil works for existing Fruit Processing Plant at Jadol, Distt. Mandi (H.P.) | |||||
|---|---|---|---|---|---|
| Sl.No. | Description of Work / Item(s) | Item Code / Make | No.of Qty | Units | |
| 1 | 1.01 | Schedule No. 1 : Not Used | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2.01 | Schedule No. 2: Plant | BI01010001010000000000000515BI0100001113 | ||
| 3 | 2.02 | Process Plant 1: Vinegar processing Line with Filling System | |||
| 4 | 2.03 | Vinegar Processing Line with Filling Line of Capacity 50,000 Liter Per Annum (for complete section including tanks, pumps pipes, fittings, valves, electricals, instrumentation and automation, etc.) | 1 | lot | |
| 5 | 2.04 | Process Plant 2: Wine Processing Line with Filling System | |||
| 6 | 2.05 | Processing Line Wine Processing Line with Filling Line of Capacity 70,000 Liter Per Annum (for complete section including tanks, pumps pipes, fittings, valves, electricals, instrumentation and automation, etc.) | 1 | lot | |
| 7 | 2.06 | Utilities and Miscellaneous Items | |||
| 8 | 2.07 | Air Compressor, oil free, moisture free with electrification and required acessories | 1 | lot | |
| 9 | 2.08 | R.O. Plant with storage tank/supply system with electrification and required complete acessories for making the system operational | 1 | lot | |
| 10 | 2.09 | Common Effluent Treatment Plant with electrification and required complete acessories for making the system operational | BI01010001010000000000000515BI0100001114 | 1 | Lot |
| 11 | 2.1 | Electricals (Requirements for making the plant operational) All items should be included for providing supply from transformer to the processing plant (new) to be commissioned | BI01010001010000000000000515BI0100001115 | 1 | lot |
| 12 | 2.11 | DG set (Bidder to confirm capacity for running the whole wine plant,vinegar, ETP ,Office load and considering safety factor) | BI01010001010000000000000515BI0100001116 | 1 | lot |
| 13 | 2.12 | Integration Piping (Complete) | BI01010001010000000000000515BI0100001117 | 1 | lot |
| 14 | 3.01 | Schedule No. 3: Design Services | BI01010001010000000000000515BI0100001118 | ||
| 15 | 3.02 | Submitting vetted design and drawings of civil works along with Geo technical investigation and topographical survey as mentioned in the employers requirement. | BI01010001010000000000000515BI0100001119 | 1 | Nos |
| 16 | 3.03 | submitting vetted design and drawings/ layout of mechanical works as mentioned in the employers requirement. | BI01010001010000000000000515BI0100001120 | 1 | Nos |
| 17 | 4.01 | Schedule No. 4: Installation Services | BI01010001010000000000000515BI0100001122 | ||
| 18 | 4.02 | Installation of Wine plant as per requirement with complete eletrifications and other required acessories | 1 | lot | |
| 19 | 4.03 | Installation of vinegar plant as per requirement with complete eletrifications and other required acessories | 1 | lot | |
| 20 | 4.04 | Installation of all other misc. items with complete elctrification and other required acessories | 1 | lot | |
| 21 | 5 | Schedule No. 5: Civil Works and ESHS | BI01010001010000000000000515BI0100001126 | ||
| 22 | 5.001 | Earth work in surface excavation (Hydraulic excavator)/ manual means over areas for all kinds of soils including getting out and disposal of excavated earth for all lead & lifts, as directed by Engineer-in-charge. | 149 | cum | |
| 23 | 5.002 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers of 15 cm, consolidating each deposited layers by ramming and watering, for all leads & lifts as per direction of Enginner in charge | 29 | cum | |
| 24 | 5.003 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) complete in all respect as per direction of Engineer in charge | 120 | cum | |
| 25 | 5.004 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) complete in all respect as per direction of Engineer in charge | 23 | cum | |
| 26 | 5.005 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth complete in all respect as per direction of Engineer in charge | 54 | SQM | |
| 27 | 5.006 | Providing,Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment with Chlorpyriphos/Lindane/or its equivalent E.C. 20% with 1% concentration for soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12 mm dia Meter holes and plugging with cement mortar 1 :2 (1 Cement: 2 Coarse sand) to match the existing floor all complete as per specification and as directed by the Engineer-in-charge. | 147 | SQM | |
| 28 | 5.007 | \nDesign mix M-25 grade cement concrete for reinforced cement concrete work (Minimum Cement content should be more than 330kg/cum) , using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.\n\n | |||
| 29 | 5.008 | All works upto plinth level | 27 | cum | |
| 30 | 5.009 | All works above plinth level upto all floor level | 43 | cum | |
| 31 | 5.01 | Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete upto all floor level Thermo-Mechanically Treated bars of grade Fe-500D or more as per direction of Engineer-in-charge. | 93 | qtl | |
| 32 | 5.011 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect as per direction of Engineer in charge. | 5 | cum | |
| 33 | 5.012 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up all floor level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect as per direction of Engineer-in-charge. | 57 | cum | |
| 34 | 5.013 | 15 mm cement plaster on rough side of single or half brick wall of mix: (for outer plaster) 1:6 (1 cement: 6 coarse sand) upto all floor leve complete in all respect as per direction of Engineer -in -Charge\n\n | 132 | sqm | |
| 35 | 5.014 | 12 mm cement plaster of mix : (for Inner plaster)1:6 (1 cement: 6 coarse sand) 1:6 (1 cement: 6 coarse sand) upto all floor level complete in all respect as per direction of Engineer -in -Charge\n | 1159 | sqm | |
| 36 | 5.015 | 6mm Cement plaster of mix (for ceiling plaster) In Cement mortar 1:3 (1 Cement:3 fine Sand) upto all floor level complete n all respect as per direction of Engineer -in -Charge | 144 | sqm | |
| 37 | 5.016 | Providing and laying of Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : in all respect as per direction of Engineer -in -Charge \n | 344 | sqm | |
| 38 | 5.017 | Providing and laying 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications in all respect as per direction of Engineer -in -Charge. This includes cost of cement slurry, but excluding the cost of nosing of steps etc.complete in all respect as per direction of Engineer in charge | 200 | sqm | |
| 39 | 5.018 | Finishing with deluxe multi surface paint system for interiors & exteriors using primer as per manufacturers specificationsPainting steel work with Multi surface paint to give an even shade. Two or more coats applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr /10 sqm of approved brand & manufacture complete in all respect as per direction of Engineer -in -Charge. | 1291 | sqm | |
| 40 | 5.019 | Providing and applying Terracotta paint on exteral wall complete as per the direction of Engineer-in-charge | 1000 | sqm | |
| 41 | 5.02 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete in all respect as per direction of Engineer in charge. | 1000 | sqm | |
| 42 | 5.021 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the direction of Engineer-in-charge : | |||
| 43 | 5.022 | Two or more coats on new work | 1159 | sqm | |
| 44 | 5.023 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :(i) 250*10 mm complete in all respect as per direction of Engineer in charge. | 22 | each | |
| 45 | 5.024 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in- Charge.Anodized (AC) aluminium tubular handle bar complete in all respect as per direction of Engineer in charge. | 24 | each | |
| 46 | 5.025 | 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 designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 80x1.25 mm M.S. laths with 1.25 mm thick top cover complete in all respect as per direction of Engineer in charge. | 36 | sqm | |
| 47 | 5.026 | Providing and fixing ball bearing for rolling shutters complete in all respect as per direction of Engineer in charge | 4 | no | |
| 48 | 5.027 | Providing and laying design mix cement concrete of M-25 grade, in roads/ taxi tracks/ runways, using Minimum cement content should not be less than 340kg/cum and as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel\nform work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, Cement concrete prepared with batch mixing machine ,complete in all respect as per direction of Engineer in charge.\n | 22 | cum | |
| 49 | 5.028 | Providing and mixing hardening compound of approved quality as per required specification in cement concrete all respect as per direction of Engineer in charge.\n | 584.5 | ltr | |
| 50 | 5.029 | Providing and fixing in position pre-moulded joint filler in expansion per cm depth\njoints. Size is 5cm x 10cm all respect as per direction of Engineer in charge. | 200 | per cm depth joints per cm width per m length | |
| 51 | 5.03 | Provinding centering and shuttering including strutting, propping\netc. and removal of form for : | |||
| 52 | 5.031 | Foundations, footings, bases of columns, etc. for mass concrete\n\n | 117 | sqm | |
| 53 | 5.032 | Columns, Pillars, Piers, Abutments, Posts and Struts in all floor/height level | 171 | sqm | |
| 54 | 5.033 | Lintels, beams, plinth beams, girders, bressumers and cantilevers \nin all floor/height level | 114.32 | sqm | |
| 55 | 5.034 | Suspended floors, roofs, landings, balconies & access platform in all floor/height level | 144 | sqm | |
| 56 | 5.035 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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 as per the direction of the engineer in charge. | |||
| 57 | 5.036 | 0.63 mm thick with zinc coating not less than 275 gm/ m² | 200 | sqm | |
| 58 | 5.037 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings :Anodised aluminium (anodised transparent or dyed to required shade according to IS 1868 , minimun anoidic coating of grade AC 15) in all respect as per direction of Engineer in charge | 150 | kg | |
| 59 | 5.038 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings . With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm) complete in all respect as per direction of Engineer in charge. | 60 | sqm | |
| 60 | 5.039 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters complete in all respect as per direction of Engineer in charge. | |||
| 61 | 5.04 | Providing and fixing 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws complete in all respect as per direction of Engineer in charge. | 14.4 | sqm | |
| 62 | 5.041 | Providing and fixing Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete in all respect as per direction of Engineer in charge. | 100 | kg | |
| 63 | 5.042 | Providing and fixing 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 in all respect as per direction of Engineer in charge. | 2000 | kg | |
| 64 | 5.043 | Providing and laying 80mm thick factory made cement concrete interlocking paver block M-35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour & pattern over &ncluding 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 1100 | sqm | |
| 65 | 5.044 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 complete in all respect as per direction of Engineer in charge. | 22 | cum | |
| 66 | 5.045 | Providing and applying Prime/tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen\nwith mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per\nspecifications and complete in all respect as per direction of Engineer in charge. | |||
| 67 | 5.046 | On W.B.M. @ 0.75 Kg / sqm | 1534 | sqm | |
| 68 | 5.047 | On bituminous surface @ 0.50 Kg / sqm | 1534 | sqm | |
| 69 | 5.048 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity complete in all respect as per direction of Engineer in charge. | 76.7 | cum | |
| 70 | 5.049 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction and density as per specification, 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity complete in all respect as per direction of Engineer in charge. | 61.36 | cum | |
| 71 | 5.05 | Providing & installation of Lift & staircase complete in all respect as per direction of Engineer in charge. | 1 | no | |
| 72 | 5.051 | Dismantling of existing structure of ETP and construction of new facility of ETP complete in all respect as per direction of Engineer in charge. | 1 | no | |
| 73 | 5.052 | Repairing of major cracks in brick walls shall be done by RCC stiching method as per clause 9.6.3 of SP:25-1984 complete in all respect as per direction of Engineer in charge. | 10 | per m | |
| 74 | 5.053 | Repairing of minor cracks by making grooves & injection grouting of cement sand slurry as per the direction of Engineer in charge. | 10 | per m | |
| 75 | 5.054 | Providing and laying microconcrete for retrofitting work in M-25 Grade concrete excluding the cost of Cetring, shuttering and reinforcement steel for Beams, slabs ext. complete in all respect as per direction of Engineer in charge. | 5 | cum | |
| 76 | 5.055 | Dismantling doors, windows and clerestory windows(steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within all lead & lift as per direction of Engineer-in-charge. | |||
| 77 | 5.056 | Of area 3 sq. metres and below | 6 | each | |
| 78 | 5.057 | Of area beyond 3 sq. metres | 6 | each | |
| 79 | 5.058 | Dismantling tile work in floors /wall and roofs laid in cement mortar including stacking material within all lead & lift as per direction of Engineer-in-charge. | |||
| 80 | 5.059 | For thickness of tiles 10 mm to 25 mm. | 100 | sqm | |
| 81 | 5.06 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within all lead & lift as per direction of Engineer-in-charge.. | 100 | sqm | |
| 82 | 5.061 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead & lift as per direction of Engineer-in-charge. | |||
| 83 | 5.062 | In cement mortar | 50 | sqm | |
| 84 | 5.063 | Demolishing cement concrete manually/by mechanical means including disposal of material within all lead & lift lead asper direction of Engineer-in- charge. | |||
| 85 | 5.064 | Providing and laying of Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)complete in all respect as per direction of Engineer in charge. | 10 | cum | |
| 86 | 5.065 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 10 | cum | |
| 87 | 5.066 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground for all loads including all lifts involved as per the direction of engineer in charge. | 20 | cum | |
| 88 | 5.067 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking all lead & lift as per the direction of Engineer in charge. | 2000 | kg | |
| 89 | 5.068 | INTERNAL LIGHTING WORKS | |||
| 90 | 5.069 | WIRING IN PVC CONDUIT | |||
| 91 | 5.07 | 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 medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required complete in all respect as per direction of Engineer in charge. | |||
| 92 | 5.071 | Group A | 6 | Point | |
| 93 | 5.072 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. complete in all respect as per direction of Engineer in charge. | 2 | Point | |
| 94 | 5.073 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing complete in all respect as per direction of Engineer in charge. | 20 | mtr | |
| 95 | 5.074 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing complete in all respect as per direction of Engineer in charge. | 5 | mtr | |
| 96 | 5.075 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required complete in all respect as per direction of Engineer in charge. | |||
| 97 | 5.076 | 25 mm | 50 | mtr | |
| 98 | 5.077 | LANDSCAPING & STREET LIGHT : | |||
| 99 | 5.078 | STREET LIGHT POLES 7 MTR Galvanised: | |||
| 100 | 5.079 | Supply , fixing, Testing & Commissioning of 4.5 mtr long,3mm thick sheet,hot dip galvanised poles of bottom dia 130mm/70mm respectively with wiring complete base plate dimensions 220X220X14 mm with galvanised Single Arm Bracket of 1.00 mtr length. The pole shall be Errected on a suitable size of Cement Concreate 1:2:4 foundation as per Manufacturers standards along with Grouting the Foundation Bolts,nuts and 1.5 mtr long,50 mm dia suitably bend ,GI ,Medium Class Pipe for cable entry, suitable size Inbuilt Cable End Box opening approx.600 mm above the Pole Base with 2 Nos. 6Way 15 Amp, Bakelite Connectors,1 No 6 Amp, SP MCB C Curve etc as required. The door shall be vandal resistant and shall be weather proof to ensure safety of inside connections. The door shall be flush with the exterior surface and shall have suitable locking arrangement. There shall also be suitable arrangement for the purpose of earthing. The poles shall be complete with integral terminal boxes, MCB cut-outs, pole foundation bolts, lightning arrestor, earthing, etc. as required. The poles shall have provisions for mounting and connecting an additional 250 Watt MH -type outdoor light fitting complete in all respect as per direction of Engineer in charge. | 4 | no | |
| 101 | 5.08 | POST TOP LANTERNS: | |||
| 102 | 5.081 | Supplying , Fixing, Testing & Commissioning of Post Top Lanterns of 40 Watt LED Light Fixtures,IP-65 Housing,made of single piece Die Cast Aluminium alloy,as per required design.on a suitable length & Dia of GI Pipe complete in all respect as per direction of Engineer in charge. | 6 | no | |
| 103 | 5.082 | Providing and Installation of SPIKE LIGHTS,Garden Tree/Planter Illumination:complete in all respect as per direction of Engineer in charge. | |||
| 104 | 5.083 | Providing and Installation Philips make smart,Bright spot light BGP-150,LED 250/WW,6 watt,20 D,corr. Colour Temp.3000Kcomplete in all respect as per direction of Engineer in charge. | 2 | no | |
| 105 | 5.084 | Wall LightS: | |||
| 106 | 5.085 | Providing and Installation Philips make,Tempo LED, wall ligths, system wattage (10-16),IP-65,Colour Temp.5700K on a suitable height as per Designer/Consultants complete in all respect as per direction of Engineer in charge. | 4 | no | |
| 107 | 5.086 | Providing and Installation pole Lights for 4.5 mtr Poles complete in all respect as per direction of Engineer in charge. | |||
| 108 | 5.087 | Providing and Installation 60 Watt,LED pole light complete in all respect , including 60 Watt LED Lamp,etc complete in all respect as per direction of Engineer in charge. | 2 | no | |
| 109 | 5.088 | WI-FI ROUTERS : | |||
| 110 | 5.089 | Providing wifi routers at diffirent locations as per requirement complete in all respect as per direction of Engineer in charge. | 2 | no | |
| 111 | 5.09 | Supply & Installation of Light Fixtures & Fans and CCTV camera including wiring and fitting | |||
| 112 | 5.091 | Supply of Following type of Fans & Fixtures of all sizes and shapes LED lamps per fitting, complete with all accessories complete in all respect as per direction of Engineer in charge. | |||
| 113 | 5.092 | Providing and Installation 24 W LED Light Fixtures as marked L1complete in all respect as per direction of Engineer in charge. | 4 | each | |
| 114 | 5.093 | Providing and Installation 18 watt LED Down Lighters as marked L2. complete in all respect as per direction of Engineer in charge. | 6 | each | |
| 115 | 5.094 | Providing and Installation 12 watt LED Down Lighters as marked L4. complete in all respect as per direction of Engineer in charge. | 4 | each | |
| 116 | 5.095 | Providing and Installation Mirror Light 11W LED complete in all respect as per direction of Engineer in charge. | 6 | each | |
| 117 | 5.096 | Providing and Installation Exhaust fans.med.duty for Toilets complete in all respect as per direction of Engineer in charge. | 2 | each | |
| 118 | 5.097 | Providing and Installation HIGH BAY LIGHTS 90 Watts complete in all respect as per direction of Engineer in charge. | 8 | each | |
| 119 | 5.098 | Providing and Installation CCTV Camera with panelling and fitting complete in all respect as per direction of Engineer in charge. | 10 | each | |
| 120 | 5.099 | Environment and Social Impact Management | |||
| 121 | 5.1 | Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating complete upto all leads and lifts as per direction of Engineer -in -Charge. | 10.16 | cum | |
| 122 | 5.101 | Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:\na) Foundation, footings basis of columns etc. and\nmass concrete complete upto all leads and lifts as per direction of Engineer -in -Charge | 14.38 | sqm | |
| 123 | 5.102 | Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete in all respect as per direction of Engineer -in -Charge | 4.23 | cum | |
| 124 | 5.103 | Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete including labour charges in all respect as per direction of Engineer -in -Charge | 26.33 | sqm | |
| 125 | 5.104 | Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level in all respect as per direction of Engineer -in -Charge . | 0.695 | cum | |
| 126 | 5.105 | Brick work using common burnt clay building bricks\nin foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Sand) Second Class Bricks for all floors complete in all respect as per direction of Engineer -in -Charge | 16.44 | cum | |
| 127 | 5.106 | Super-structure above plinth level upto all floor \nlevel (Second Class Bricks) complete in all respect as per direction of Engineer -in -Charge | 42.12 | cum | |
| 128 | 5.107 | Providing woodwork in frames of doors, windows,(for 30mm thick shutters of doors and windows)\nclestroy, windowa and other frames wrought, framed and fixed in position complete. 2nd class in all respect as per direction of Engineer -in -Charge | 0.75 | sqm | |
| 129 | 5.108 | Providing and fixing flush door shutters decorative type core of block board construction with frames of first class hard wood and well matches first class indian teak plyveneering with vertical grains or cross bends and faces of shutter. 30mm thick\nincluding black enamelled MS butt hinges complete in all respect as per direction of Engineer -in -Charge | 25.56 | sqm | |
| 130 | 5.109 | Providing 40x3 mm flat iron hold fast etc.for all floors complete in all respect as per direction of Engineer -in -Charge | 72 | no | |
| 131 | 5.11 | Providing and fixing aluminium Tower Bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: in all respect as per direction of Engineer -in -Charge | |||
| 132 | 5.111 | a) 150x10 mm | 12 | no | |
| 133 | 5.112 | b) 100x10 mm | 36 | no | |
| 134 | 5.113 | Providing and fixing Aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: in all respect as per direction of Engineer -in -Charge | |||
| 135 | 5.114 | 100 mm | 18 | no | |
| 136 | 5.115 | 125 mm | 12 | no | |
| 137 | 5.116 | Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete 250x16mm in all respect as per direction of Engineer -in -Charge | 7 | no | |
| 138 | 5.117 | Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in all respect as per direction of Engineer -in -Charge | 8.24 | cum | |
| 139 | 5.118 | Providing corrugated G.I sheet roofing fixed with galvanised iron J.or L. hooks bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins refters and trusses. 0.63mm thick sheet complete in all respect as per direction of Engineer -in -Charge | 88.68 | sqm | |
| 140 | 5.119 | Steel work welded in built up sections,trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. In beams joists channels, angles, tee, flats with connection plates or angle cleats as in main and cross beems, hip and jack rafters, purlins connected to common rafters and the like in complete all respect as per direction of Engineer -in -Charge | 3.96 | qtl | |
| 141 | 5.12 | Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete all floor level Thermo-Mechanically Treated bars of grade Fe-500D or more in all respect as per direction of Engineer -in -Charge | 3.56 | qtl | |
| 142 | 5.121 | 15 mm thick Cement plaster in single coat on fair said of brick/concrete/stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in grith and finished even and smooth. (1:4 cement Mortar) complete in all respect as per direction of Engineer -in -Charge | 212.42 | sqm | |
| 143 | 5.122 | Demolition below G.L. upto 1.50 Metres depth including stacking of serviceable materials and disposal of unserviceable materials within 20 Metres lead and including cutting the necessary reinforcement and separating from R.B. work. in all respect as per direction of Engineer -in -Charge | 16.44 | cum | |
| 144 | 5.123 | Demolition above G.L. upto floor two level including disposal of unserviceable materials within 20 metres lead and including cutting the necessary reinforcement and separating out from R.B. works in all respect as per direction of Engineer -in -Charge | 42.14 | cum | |
| 145 | 5.124 | Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete 250x16mm complete in all respect as per direction of Engineer -in -Charge | 7 | no | |
| 146 | 5.125 | Electrical items (Temporary Worker shed & Creche) | |||
| 147 | 5.126 | Wiring for light point/ fan point/ exhaust fan point/ call bell point / with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessed steelconduit, with piano type switch, phenolic laminated sheet, suitable size MS box andearthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required in all respect as per direction of Engineer -in -Charge | 40 | no | |
| 148 | 5.127 | Providing & fixing LED bulbs 9W with approved quality and make including bulb holder complete in all respect as per direction of engineer in charge . | 40 | no | |
| 149 | 5.128 | Providing and Installation of Switch board with 5 AMP 3 pin sockets & switch control for all floors complete in all respect as per direction of Engineer -in -Charge | 20 | no | |
| 150 | 5.129 | Prefabricated Mobile Toilets | |||
| 151 | 5.13 | Providing Prefabricated Mobile Toilet( Economy 10 Seater Capacity, with sizes 5.50m x2.70m 3.0 height from Ground. Frame, Pillars, Ladders & railing make SS. Roof door panels are made of FRP. Unit fixed on wheels for easy movement at Sites as per requirement complete in all respect as per direction of Engineer -in -Charge | 1 | unit | |
| 152 | 5.131 | SIGN BOARDS | |||
| 153 | 5.132 | Earth work\n'Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto all lead and lifts complete in all respect as per direction of Engineer -in -Charge | 0.27 | cum | |
| 154 | 5.133 | PCC M-15\nProviding and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in all respect as per direction of engineer in charge . | 0.27 | cum | |
| 155 | 5.134 | Providing and fixing of Steel work welded in built up sections,trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. In beams joists channels, angles, tee, flats with connection plates or angle cleats as in main and cross beems, hip and jack rafters, purlins connected to common rafters and the like in any height/floor complete in all respect as per direction of engineer in charge . | 0.42 | qtl | |
| 156 | 5.135 | Providing and fixing Galvanized structural steel plate 200mm wide 6 mm thick 24m long complete in all respect as per direction of Engineer in charge . | 61.6 | kg | |
| 157 | 5.136 | Painting\nLettering with paints of approved brand and manufacture with readymixed paint (other than white) letters/figures of 15 cm height in all respect as per direction of Engineer in charge . | 100 | per letter per cm height | |
| 158 | 5.137 | Painting two coats (excluding priming cost on new steel and other metal surfaces eith enamel paint brushin to give an even shade including cleaning the surface of all dirt, dust and other foreign matters: Enamel white paint complete in all respect as per direction of engineer in charge . | 1.31 | sqm | |
| 159 | 5.138 | Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylinderical body,squeeze lever discharge valve fitted with internal discharge tube, 30cms long ISI marked high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 934 finished externally with red enamel paint and fixed to wall with brackets with rawl plug/dash fasteners complete with internal charge. Capacity 4.5kg. I.S.I. Marked complete in all respect as per direction of Engineer -in -Charge | 2 | no | |
| 160 | 5.139 | Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylinderical body,squeeze lever discharge valve fitted with internal discharge tube, 30cms long ISI marked high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 934 finished externally with red enamel paint and fixed to wall with brackets with rawl plug/dash fasteners complete with internal charge. Capacity 9.0 Kg ISI Marked. in all respect as per direction of engineer in charge . | 2 | no | |
| 161 | 5.14 | Providing and fixing carbon-di-oxide fire extingushers trolley mounted with all accessories internal discharge tube, high pressure discharge hose, discharge nozzle, suspension bracket, ISI marked as per IS:2878 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.: Capacity 22.5 kg in all respect as per direction of engineer in charge . | 1 | no | |
| 162 | 5.141 | Supplying and installing at approved location approved make fire buckets of 24 gauge galvanized steel sheet, standard 9 liters capacity and of round bottom shape, painted white inside and red outside and black on the bottom, inscribed with letter \"FIRE\" in black and gold. inclusive of providing MS stand duly painted over a coat of primer with stand in all respect as per direction of Engineer -in -Charge | 2 | no | |
| 163 | 5.142 | Providing and fixing of Safety siren/ alarm (at admin building) in all respect as per direction of Engineer in charge . | 1 | no | |
| 164 | 5.143 | Providing, fixing, testing and commissioning of multistage, horizontal/vertical, centrifugal, 2 pole, 50 HZ, AC pumps incorporating C.I. casing and frame, stainless steel shaft, bronze / SS impeller, TEFC induction motor directly coupled to the pump, IP44 protection, class B insulated, C.I. body, hydraulically and dynamically balanced to give vibration free operation, with mechanical seal arrangement, fixed on a base plate with suitable vibration eliminator pads complete with level controller, electrical control panel / starter panel, necessary wiring / Cabling, pressure gauge, valves, vibration eliminators on the delivery side and strainer on suction side, including non-return valve and isolating valves on suction and delivering sides as required, including suction, delivery headers and interconnecting piping (G.I. Heavy Class) complete in all respects as per direction of Engineer in charge . | |||
| 165 | 5.144 | Construction of Domestic Transfer Pumps For Overhead Tank Filling; Flow rate (each) = 2.0 M3 /hr; Pumping Head = 35 m; 1 Set (2 Nos Pumps. 1 Working + 1 Standby); Location : Plumbing Plant Room in all respect as per direction of Engineer in charge . | 1 | set | |
| 166 | 5.145 | Making connection of Municipal water line with existing Muncipal line including excavation, construction of valve chamber & making good the walls, floors, road etc. Proper water proofing to ensure no. ground water seepage in the manhole: For all dia pipe in all respect as per direction of Engineer in charge . | 1 | job | |
| 167 | 5.146 | Escape signs | 323 | sq cm | |
| 168 | 5.147 | Fire signs | 323 | sq cm | |
| 169 | 5.148 | General signs | 323 | sq cm | |
| 170 | 5.149 | Supply and installation of 48 mm thick steel door shutter of 60 min fire rated confirming to BS-476, Part-22 and IS:3614part-II; abricated with 2 Nos. of 1mm thick galvanisedsteel sheet Size 1200 X 2380 MM S/L Sq. mtrs 8.568 with 202 grade SS ball bearing hinges (100x75x3 mm ) Assa Abloy, Fire rated door closer (standard arm) Assa Abloy, 60 min fire rated cleared wired glass (150X750X/7.3 MM), 202 grade SS back to backdoor handle (250 mm) Assa Abloy, Dead lock with 70 mm cylender Assa abloy complete in all respect to the satisfaction of Engiineer In-charge.sandwitching honeycombmaterial in between. Door frame are manufactured with 1.25 mm thick galvanised steel sheet pressed to formdouble rivet profileof size 143x60 mm. The frame and shutte rare finished with powder coated in all respect as per direction of Engineer -in -Charge | 5.5 | sqm |
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