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| 1 | Design, Supply, Installation, Testing and Commissioning of 1 no. 8 Passenger Lift (G+2) (544 Kg.) as per IS standards Machine Room less and Gearless Lift in the shaft on top with Microprocessor Controlled VVVF Drive with a Speed of 1 mtr/sec Operating on 415 Volt 3 Phase 50 c/s Power Supply, Automatic Rescue Device, Stainless Steel Car and 2 panel automatic centre opening door with fire rated, vision window and Landing Door, Hand Rail, All Civil and Electrical Works required for Installation of Elevator in the proposed Lift Well , Scaffolding, Cutting Holes, Grouting and Making Good to Damages in Wall, Floor, Ceiling etc. for fixing accessories and Buyback of Existing Lift at IDCO Towers, Bhubaneswar and neccessary earthing work shall be executed as per direction of EIC. |
| 2 | No. of Floors Served - Three (G+2) |
| 3 | No. of Landing - 3 |
| 4 | Car to be provided with LED Lights, Fan, Emergency Light, Two Station Intercom System, Cabling Provision for CCTV, Braille Inscription for Car and Landing Operation Push Button, Voice Annunciator inside Car in English or odia, Fireman’s Switch at Ground Floor, Granite Flooring as per approved Specifications. |
| 5 | As above |
| 6 | Comprehensive Maintenance of One no. Lift for 5 Years after Completion of Guarantee Period of Two Year including Routine, Preventive and Break down Maintenance including Repair / Replacement of Worn-out Items with Minimum Downtime and Warranty / Guarantee of Repaired / Replaced Parts. |
| 7 | 1st Year |
| 8 | 2nd Year |
| 9 | 3rd Year |
| 10 | 4th Year |
| 11 | 5th Year |
| 12 | Dismantling work: |
| 13 | Dismantling Brick in lime mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per the direction of EIC. |
| 14 | Dismantling of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per the direction of EIC. |
| 15 | Dismantling of Reinforced cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per the direction of EIC. |
| 16 | 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 within 50 metres lead as per the direction of EIC. |
| 17 | Dismantling of ACP & Structural glazzing cladding material.including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres excluding cutting of rivet but including dismembering and as per the direction of EIC. |
| 18 | Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of EIC. |
| 19 | Earth work : |
| 20 | Earth work in excavation in ordinary soil within 50m initial lead & following lifts including dressing, levelling & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m in depth & as per specification & direction of EIC. |
| 21 | upto 1.50m initial lift |
| 22 | Earth work in hard soil or gravely soil within 50m initial lead & following lifts including dressing, levelling & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m in depth & as per specification & direction of EIC. |
| 23 | upto 1.50m initial lift |
| 24 | Earth work in stony earth & gravels mixed with stone boulders not exceeding 0.014 cum in volume within 50m initial lead & following lifts including dressing, levelling & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m in depth & as per specification & direction of Department. |
| 25 | upto 1.50m initial lift |
| 26 | Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge. |
| 27 | Plinth Area |
| 28 | Providing anti-termite treatment using quality chemical approved by Central Insecticides Board, as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. complete at the rate as directed by the manufacturer 50% of the emulsion to be filled in center to center etc. the holes made in trenches at 150mm IS:6313/1981(Part-II) and as per the direction of the Engineer-in-charge including cost of all materials, labour, taxes, sundries, T&P etc. complete as per the direction of EIC.( The payment shall be made on the basis of actual plinth area of the building at ground floor ) |
| 29 | AREA foundation & Plinth |
| 30 | Plain Cement concrete (1:3:6)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, , of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge. |
| 31 | Foundation |
| 32 | Ground floor slab |
| 33 | Providing, Shoring & Shuttering in foundation trenches, pits etc with close wooden planks or sheets shuttering .and dismentling after completion of work. The cost inclusive of all materials, labour, transport including to & fro charges etc all complete as per specification & direction of EIC. |
| 34 | Footing |
| 35 | Columns |
| 36 | Beams |
| 37 | Floor Slab |
| 38 | Lift Slab |
| 39 | RCC wall |
| 40 | RCC work of M-30 grade using 20mm and down size h.g chips for RCC works including hoisting & laying etc. Complete as per the direction of EIC. |
| 41 | Footing |
| 42 | Columns |
| 43 | Beams |
| 44 | Floor Slab |
| 45 | Lift Slab |
| 46 | RCC wall |
| 47 | Providing TMT 500 Reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge as per the direction of EIC. |
| 48 | Footing |
| 49 | Columns |
| 50 | Beams |
| 51 | Floor Slab |
| 52 | Lift Slab |
| 53 | RCC wall |
| 54 | Providing Fly Ash brick masonry work with fly ash bricks 23cm x12 cm x8 cm tolerance of ± 2% size bricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading ,and unloadining, ,, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge |
| 55 | ground floor lift walls |
| 56 | 1st floor lift walls |
| 57 | 2nd floor lift walls |
| 58 | Corridor ground floor wall |
| 59 | Providing 6mm thick cement plaster in cement mortar (1:4) to Ceiling of Roof Slab, Stairs, Chajjas, shelves, lofts, beam soffit & sides & other R.C.C. surfaces including deep close chipping, roughening, scrapping, cleaning the exposed R.C.C. surface finishing smooth, providing masonry drip course & grooves wherever necessary including watering, curing, scaffolding etc, complete with cost, conveyances, royalties, , of all materials and cost of all labour with T&P, sundries required for the work, screening the sand etc. complete as per specification & direction of the Engineer-in-charge |
| 60 | Corridor Floor & roof slab |
| 61 | Lift Roof |
| 62 | Providing 20 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and , of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 63 | ground floor lift walls |
| 64 | 1st floor lift walls |
| 65 | 2nd floor lift walls |
| 66 | Corridor ground floor wall |
| 67 | Providing 12 mm. thick cement plaster with cement mortar of mix(1:4) in all floors with water proofing compound and with screened and washed sharp sand for mortar with neat cement punning finished smooth to RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in- Charge. |
| 68 | ground floor lift walls |
| 69 | 1st floor lift walls |
| 70 | 2nd floor lift walls |
| 71 | Corridor ground floor wall |
| 72 | Finishing wall surface of walls with Acrylic wall putty (Waterbased)of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes, labour T&P etc complete as per the direction of EIC. |
| 73 | ground floor lift walls |
| 74 | 1st floor lift walls |
| 75 | 2nd floor lift walls |
| 76 | Corridor ground floor wall |
| 77 | Corridor roof's |
| 78 | Providing and applying 2 coats plastic emulsion paint of approved quality and shade over a coat of wall primer of approved quality to surfaces (interior) including throughly brushing the surface free from foreign materials, sand papering smooth the intermediate coats, providing necessary putty & primer including of all materials, labour, conveyance, ,, royalties, scaffolding, watering, curing, sundries, tools and plants etc as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use) |
| 79 | Ground floor lift walls |
| 80 | 1st floor lift walls |
| 81 | 2nd floor lift walls |
| 82 | Corridor ground floor wall |
| 83 | Providing and applying two coats of weather seal coat of approved shade, Exterior Grade of approved make, quality and shade to the external surface of the building over a coat of primer of approved make and finished smooth and even surface to receive painting of approved shade and quality after cleaning the plastered surface perfectly by watering and brushing including cost of material, putty, paint, brushes, all labour, ,, loading, unloading, scaffolding, T&P etc. as required for the work as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use) |
| 84 | ground floor lift walls |
| 85 | 1st floor lift walls |
| 86 | 2nd floor lift walls |
| 87 | Corridor ground floor wall |
| 88 | Providing & laying granite stone flooring using 20 mm thick granite stone slab of approved quality, colour and size between 0.4 Sqm. to 1.0 Sqm. & above in Floors and Landing, etc over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443/1972 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shade including cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing, etc. complete as per the direction of the Engineer-in-Charge |
| 89 | Corridor ground floor slab |
| 90 | Corridor 1st floor slab |
| 91 | Corridor 2nd floor slab |
| 92 | Providing & fixing 10 mm thick best quality granite stone tiles of approved quality, colour and size between 0.1 sqm to 0.4 sqm in dado/skirting confirming to IS specifications over 12mm thick cement mortar (1: 3) to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc. including filling the joints with white cement and colouring pigment to match the colour and shade of stones, cleaning the surface with Oxalic acid and polishing complete including the cost, conveyance, taxes of all materials, cost of labour, loading, unloading, T&P, etc. complete as per the direction of Engineer-in-Charge. |
| 93 | Corridor ground floor slab |
| 94 | Corridor 1st floor slab |
| 95 | Corridor 2nd floor slab |
| 96 | Providing and fixing of Fixed Glazing with part Top hung of approved make to be fabricated from roll formed sections made of pre-painted steel (base steel as per IS-513 of 0.6 mm thick “D” quality, galvanized as per IS-277 with zinc of 120 Gm/Sq.mtr) with paint specification being with primer of 5-7 microns and finished paint with polyster paint (Black /Pearl white/ Chocolate Brown) of 12-16 microns alongwith the alkyd backer at the back of 5-7 microns and the sizes of outer frame being of 46x52 mm and with all vertical and horizontal mullions are of 46x70 mm and fixed beadings are of 18x25 mm. Top hung shutter should be of 46 x 46 mm. Accessories / gaskets are to be used as per the manufacturer’s supply and specification like handle being made of high grade aluminium powder coated and with nylon receiver and gasket will be made of EPDM. All corner brackets are to be made of CRCA with zinc phosphating. The mullion caps and louvered-clips should be of glass filled nylon. The sections are to be cut to length ,mitre joined with corner bracket and frames are fixed to the concrete/masonry walls by means of self expanding screws and glass to be used of 5 mm reflective with all taxes complete as per the direction of EIC. |
| 97 | Glass Work |
| 98 | Supplying, fitting and fixing of Stainlesssteel of 304 grade in handrailing using 50 mm dia of 2mm thick circular pipe with Balustrade of size 32mmx32mmx2mm @0.90mtr.C/C and stainless square pipe bracing of size 32mmx 32mmx 2mm in 3 rows in stair case as per approved design and specification,buffing,polishingetcwithcost, conveyance, taxes of allmaterials, labour, T&Petc. required for the complete in all respect as per the direction of EIC. |
| 99 | SS Railing |
| 100 | Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. |
| 101 | Anodised aluminium sheet 2.5 mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 102 | N.B: The bidders are required to Quote their rates excluding of Goods & Service Tax (GST). GST as applicable will be paid extra. The existing rule of Govt. And any amendment made in future will be followed Please Enable Macros to View BoQ information |
