|
| 1 | Providing architectural and structural designing services by developing the preliminary tender drawings intoworking drawings ,Elevations, Sections and issue of Good for construction drawings, structural designing of the structure complete as architectural and structural designing scope of work specified in special conditions of contract complete as per directions of Engineer in charge. |
| 2 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to50 m and lift up to 1.5 m. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 4 | Supplying chemical emulsion in sealed containers including delivery as specified : Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion)Along external wall where the apron is not provided usingchemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 7 | 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 (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; usingcoarse aggregate and fine aggregate derived from naturalsources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durabilityandworkabilitywithout impairing strength; including pumpingof concrete to site of laying, curing,carriage for all leads; butexcluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for thefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case thecement content in design mix is more than 1.10 times of thespecified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extracement. |
| 9 | All works upto plinth level - Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 10 | All works above plinth and upto floor V level - Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Centering and shuttering including strutting, propping etc. and removalof form workForFoundations, footings, bases for columns |
| 12 | ForFoundations, footings, bases for columns |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | 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. |
| 17 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 20 | 18 mm cement plaster in two coats under layer 12 mm thick cementplaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mmthick cement plaster 1:6 (1 cement : 6 fine sand) |
| 21 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. |
| 22 | Applying priming coats with primer of approved brand andmanufacture, having low VOC (Volatile Organic Compound ) contentWith water thinnable cement primer on wall surfacehaving VOC content less than 50 grams/litre |
| 23 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50grams/ litre of approved brand and manufacture, including applyingadditional coats wherever required to achieve even shade and colour.alve |
| 24 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 25 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification |
| 26 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 27 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 28 | Providing and fixing of Hallow metal rail door made of Pressed galvanized steel confirming to IS 277 with the following specification. Door Shall be with Vision glass as a part of complete assembly. Approved manufactures Door Frame shall be Double rebate of Size 143X58mm made out of 1.20mm (18 gauge) thick galvanized steel sheet with grooved profile to receive the seal. Frames shall be mitered and filed assembled with self-screws tabs. All provisions should be mortised drilled and tapped for receiving appropriate hardware. Frame should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Frames shall be filled with Non fire rated Puff. |
| 29 | 46mm thick doors made with powder coated 0.8mm thick GPSP sheets on both sides with Rockwool as infill of density NLT 98+2kg/m3, 1.2mm thick GPSP powder coated door frames totally flush with the wall panels, hardware like SS ball bearing butt hinges SS Push plates,SS D handles, double glazed view glass of standard size ,concealed flush bolt for double leaf door,IHMS make standard arm door closer for active leaf, provision for lock & key, kick plate and door drop seal.-Size 1000X2400 mm Single Leaf |
| 30 | 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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,paneling and dash fastenersto be paid for separately) |
| 31 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 32 | 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 aluminium spacers, desiccants, sealant(Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete |
| 33 | Providing and fixing aluminium round shape handle of outer dia 100 mmwith SS screws etc. complete as per direction of Engineer-in-charge |
| 34 | Powder coated minimum thickness 50 micron aluminium |
| 35 | 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 |
| 36 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 37 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth |
| 38 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tampingcomplete. |
| 39 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 40 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 41 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). |
| 42 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep(e) The whole terrace so finished shall be flooded with water for a minimumperiod of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: |
| 43 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 44 | Grading roof for Water proofing treatment with : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 45 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 46 | 300 mm dia. R.C.C. pipe |
| 47 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design |
| 48 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 |
| 49 | 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, 1.8m long complete as per standard design |
| 50 | With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 |
| 51 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design |
| 52 | With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 |
| 53 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge |
| 54 | Internal work - Exposed on wall :20 mm nominal dia Pipes |
| 55 | 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 |
| 56 | External work: 40 mm nominal dia Pipes |
| 57 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete : CPVC 40 mm dia |
| 58 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 59 | Kitchen sink with drain board :510x1040 mm bowl depth 250 mm |
| 60 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 61 | Providing and fixing kitchen Sink 360 Degree Rotating with Foam Flow,of approved quality& make and as per the direction of Engineer-in-charge. |
| 62 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete |
| 63 | Semi rigid pipe:32 mm dia |
| 64 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 65 | Providing and fixing on wall face unplasticised SWR pipes confirming to IS :13592 Type B Single socketed pipes including jointing with adhesive etc., complete as per the direction of engineer in charge ( Rate inclusive of scaffolding up to Five floor level including parapet and Terrace) |
| 66 | 75 mm diameter |
| 67 | 110 mm diameter |
| 68 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 69 | 5000 liter tank Capacity |
| 70 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner |
| 71 | Wiring for light point/ fan point/exhaust fan point/call bell point with 1.5sq.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. |
| 72 | Group \"B |
| 73 | Group \"C |
| 74 | Wiring for group controlled light point/ fan point/ exhaust fan point/ call bell point (without independent switch etc.),with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, and earthling the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as required. |
| 75 | Group\"B |
| 76 | Group\"C |
| 77 | Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 78 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 79 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 80 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 81 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 82 | 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. |
| 83 | 20 mm |
| 84 | 25 mm |
| 85 | Supply & fixing following size/modulesGI box along with modular base and cover plate for modular switches in recess etc. as required. |
| 86 | 1 or 2 Modular box (75mmx75 mm) |
| 87 | 4 Modular box(125mmx75 mm) |
| 88 | 6 Modular box(200mmx75 mm) |
| 89 | 8 Modular box(125mmx125 mm) |
| 90 | Supply & fixing following modular switch/ Socket on the existing modular plate & switch box including connection but excluding modular plate etc. asrequired |
| 91 | 5/6 amps switch |
| 92 | 15/16 amp switch |
| 93 | 3 pin 5/6 amp socket outlet |
| 94 | 6 pin 15/16 amp socket outlet |
| 95 | Telephone socket outlet |
| 96 | SupplyingandfixingfollowingwayprewiredTP&NMCB distribution board of steel sheet for 415 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FRLS PVC insulated copper conductor up to terminal blocks, tinned copperbus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthling etc. as required.(But without MCB/RCCB/ Isolator) |
| 97 | 6 way (4 + 18), Double door |
| 98 | SURFACE MOUNTED LED Light Fixture with Construction Material:CRCA,System Lumen O/P: ≥ 1800LM, CCT: 5700K, Minimum System Efficacy: ≥110lm/w, Mounting Type: Surface mounted, CRI ≥ 80, THD ≤ 10%, IP Rating: IP20, Wattage : not more than 18W (3_L_SURFACE_3) |
| 99 | LED Streetlight fixture, powdercoatedpressurediecastaluminiumbody (System lumen efficacy≥105 <120 lm/Watt)Supplying,installation,Testing&CommissioningofStreetlightLEDfixture powdercoatedpressurediecastaluminiumbody withdriver as per the requirement with Driver efficiency >85%,Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 °C to 50 °C, internal surge protection of 5KVL,N,EasperIEC61000-4-5,Driverefficiency >85%,THD< 10%asperIEC610003-2,P. F.≥0.95,IP-66,IK-10,CRI≥70,undervoltageandovervoltageprotection,EMI-EMCAsper CISPR -15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry)ofminimum 50000BurningHourswith70%ofinitial Lumenmaintained tilllife ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K/6500°K(AsperANSIBin),SDCM (Standard Deviation Colour Matching) <5,Maximumpowerconsumption should not more than the specified rating and Fixture shall be of relevant BIS standardcompleteinallrespecti/cexternal connectionswith1.5sq.mmFRLS/HFFR,PVC insulatedcopper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty.System lumen efficacy ≥105 <120 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.Shape size and CCT shall be as approved by Engineer-in Charge as per requirement. (Thermalmanagement:heatsinkof aluminiumhousing such that LED junction temperature shall not rise above 90°C). |
| 100 | Supply of following size PVC insulated and PVC sheathed / XLPE aluminium conductor armoured UG power cable of 1.1 KV grade as required. |
| 101 | 3.5 x 120 Sqmm x 1 Run |
| 102 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 103 | Above 95 sq. mm and upto 185 sq. mm |
| 104 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. Direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 105 | 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 106 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 107 | 3½ X 120 sq. mm (45mm) |
| 108 | Supply, installation, testing and commissioning of5 kVA UPS system with a battery backup of 30 minutes duration for full load and with all standards fittings, accessories, protection, instruments, indications and controls including but not restricted to transformer, rectifier, inverter, SMF battery with float cum boost battery charger, static bypass switch, maintenance bypass, output isolation transformer, interconnections etc. complete as per specifications and as required. |
| 109 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7metre long etc. with charcoal/ coke and salt as required. ( For neutral earthing ) |
| 110 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7-metre-long etc. with charcoal/ coke and salt as required. ( For body earthing ) |
| 111 | Providing and fixing 25 mm X 5 mm copper. strip in 40 mm dia G.I. pipe from earth electrode including connections with G.I.nut, bolt, spring, washer, excavation and refilling etc. as required. |
| 112 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 113 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connections with G.I.nut, bolt, spring, washer, excavation and refilling etc. as required. |
| 114 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 115 | Supply, Installation, Testing & Commissioning of Liquid Nitrogen Generator of minimum 200 litre per day production capacity with all associated components & accessories complete as detailed in the specification in the tender document including all necessary testing & documentation charges mentioned in the specification. The item includes 4-year Comprehensive Annual Maintenance beyond the initial one-year warranty period. The Warranty period shall start from the handing over of the facility. And during the aforesaid 5-year period all necessary service visits detailed and consumables for the Liquid Nitrogen generator & and its associated components. The item includes all taxes, duties, transport, labour, etc. Nothing extra shall be paid. |
