BRR : 10523073 Tender For Interception & Diversion (I&D) & Stp For Existing Drain In Dhampur Town/Npp, Distt Bijnor - Civil Works of 7.2 MLD STP and 7 KLD Septage Co-Treatment Facilities 2 Design, Construction, Supply of all materials, Erection and Commissioning of 7.2 MLD STP and 7 KLD Septage Co-Treatment Facilities with all the civil,LT/HT panel room, sub station building, DG set foundation, admin buidling, laboratories, meter room and campus development [Construction of Internal Road (CC Road, 3.6m wide, area approx 2000sqm),fiiling of earth if required]fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned)., staff quarters as per requirement and specification, external water supply (20KL tank including tube well and pumping arrangement,sanitation work) etc. all complete for STP with co-treatment facilities. STP shall be based on SBR Technology OR any proven technology. The effluent quality for agricultural uses (PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-10mg/l) , COD-30 mg/l , Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). ) shall be maintained asper CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered. The cost is inclusive of (Peak flow 24.11 MLD) (civil works). 3 INTERCEPTOR SEWERExcavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including (8% reduction due to excavation already taken in manhole and SCC) 4 (a)0.00 to 1.50 m 5 (b) 01.50 to 03.00 m 6 (c) 03.00 to 04.50 m 7 Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm eucalyptus-Safeda-Sal Wood wallers and 100 mm dia ballies for shuttering at 1.5 m C/C including all labour etc , complete 8 (a)1.5 to 3 m 9 (b) 03.00 to 06.00 m 10 Same as item No. 3 but for open timbering (No timbering for depth <1.50m) 11 (a) 1.50 to 03.00 m 12 Timbering left in trenches (No timbering for depth <1.50m) 13 Open Timbering left in trenches (used timbering) 0-3m depth 14 Closed Timbering left in trenches(used timbering)0-3m depth 15 Closed Timbering left in trenches(used timbering)3-6m depth 16 Supply of following sizes of RCC spigotted and socketed non pressure pipes( Dia. In mm ) with structural strength as per IS 458 : 2003 and its latest amendment(s).NP3 17 600 mm dia 18 700 mm dia 19 Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering and laying the same in to the trenches upto depth as specified below G.L. true to alignment600 mm dia pipe 20 01.50 - 0 3.00 m 21 03.00 - 04.50 m 22 700 mm dia pipe 23 01.50 - 0 3.00 m 24 Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. 25 (c) 03.00 to 04.50 m 26 Filling granular material (well graded crushed rock or gravel maximum size 20mm) into the trenches for class B bedding (granular bedding) including watering compaction, labour T&P etc. for completion of work. 27 (b) 01.50 to 03.00 m 28 Supply (excluding cartage) of granular material (well graded crushed rock or gravel of maximum size 20mm)for class B bedding (granular bedding) 29 Construction of circular type brick masonry HD (HD25) manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:4 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete with including Plastic Encapsulated M.S. foot Rest staggered at 0.375 mtr interval, including excavation, reinforcement. 30 1200mm internal dia., 3.30m deep 31 1500mm internal dia., 4.95m deep 32 Extra for every additional depth of 1 m or part there of in following size of circular manholes. 33 1200mm internal dia., 3.30m deep 34 1500mm internal dia., 4.95m deep 35 Dismantling/Cutting of Cement Concrete road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materialsas per direction of Engineer Incharge. 36 Reinstatement of Concrete road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials as per direction of Engineer Incharge. 37 Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying. 38 Disposal of Surplus Earth as per direction of Engineer Incharge. 39 Construction of Boundary Wall 2.0m ht. above plinth level 0.23m width with RCC Column @3m c/c with plinth beam and foundation avg. 2 m depth including reinforcement and RCC coping on top of wall with plaster (1:4) and painting (apex painting 3 coat) as per type design and drawing at the STP site 40 MS gate (3.6m wide with 1.50m wicket gate with 0.35 m x0.35m RCC piller) 41 Cnstruction of Intermediate Pumping Station (IPS) as per specification, accesory building & design approved by Engineer in Charge 42 Sewage Rising main from IPS Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as per direction of Engineer Incharge. 43 0.0 to 1.5 mtr. Depth (do - in all kindes of soil) 44 Supply of 400mm dia. DI K9 pipe and special for the pumping mains including all complete pipes conforming to IS : 8329- 400 mm 45 Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc.(400mm) 46 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete 150 mm 47 Carting of 400mm dia DI K9 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc. 48 Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, withcast insitu RCCslab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing 49 Sluice valve, Air valve chambers 50 Dismantling/cutting of the BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 51 Reinstatement of the BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 52 Interception and diversion (I&D) Structure works 53 Cnstruction of Interception and Diversion Structure works as per specification, accesory building & design approved by Engineer in Charge 54 Treated Effluent line (400mm Dia DI K7) (STP to Disposal point (Khow river) 55 Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m.0.0 to 1.5 mtr. Depth do - in all kindes of soil 56 Supply of 400mm dia. DI K7 pipe and special for the pumping mains including all complete Pipes conforming to IS : 8329- 400 mm 57 Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc.all complete required for completion of work (400mm dia) 58 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. all complete required for completion of work150 mm 59 Carting of 400mm dia DI K7 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc. 60 Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, withcast insitu RCCslab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. 61 Sluice valve, Air valve chambers 62 Dismantling/cutting of BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 63 Reinstatement of BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 64 E/M WORKS 65 STP ( 7.2 MLD ) And Co Treat ment Plant ( 7 KLD ) 66 A. Design, Supply of all Materials, Erection, Testing,Commissioning and 3 month trial run Of Electrical, Mechanical & Instrumentation Equipments at STP (7.2 MLD )with all required electrical& mechanical works, PLC/SCADA work, electrification & street lighting work and Online Continuous Effluent Monitoring System (OCEMS) etc. all complete as per tender documentfor STP.The effluent quality for agricultural uses ( PH-6.5 TO 8.3,SS-30 mg/l, Oil & Greases -10mg/l, BOD- 10mg/l,COD-30 mg/l,Residual Chlorine-nil, TKN-10mg/l, Nitrate-10mg/l, FC-230MPN/100ml Dissolved P-5mg/l (preferable 2mg/l).) shall be maintained as per CPHEEO mannuals Latest NGT norms for effluent discharge shall be adhered. The rate is Considered for SBR Technology. The STP shall be capable to treat the raw sewage having minimum concentrationmentiond in CPHEEO mannual. Firm has to complete Design, Supply, Erection, Testing,Commissioning and 3 month trial run of Substation Work like HT Panel, Transformer & its associated equipments and DG Set Work with AMF Panelwith considering load of STP and MPS both.B. Design, Supply of all Materials, Erection and Commissioning and 3 month Trial Run of Co-Treatment Plant ( 7 KLD ) having manual screen with-SS 304 with bar size (50 mm x 10mm) and gaping 20 mm, Screw Pumps (2 Kl/h 1W+1S), Screw Press Machine (3 KL/H) with double cylinder having VFD for its operation , 1000 Lit. PVC tank for washing screw press machine. all type pipe and fittings, LT panel and cabling material,Dewatering Pumps (1W+ 1S), 2HP Blower with 6 Nos Diffusers etc complete. including Supply and 3 month trial run of 1 No. 1500 Lit. Cesspool Vehicle having 30 HP Reputed make Tractor (with Registration Certificate and insurance papers) 67 E./M. Works at MPS 68 Electrical Works 69 H.T.Panel( Comprising with 1 -I/C and 2 -O/G. (panels should be TYPE TESTED ASSEMBLY ( TTA) type only) 70 SITC of Indoor Type Floor mounted HT Panel with11 KV, 630/800 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 62271-1,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification with suitable capacity of bus bar connected with the incoming and outgoing panels as per given details- 71 Supply installation testing and commissioning of Incoming Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel.- Numerical relay (should be VCB manufacturers own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. (1set, included in STP costing) 72 Supply Installation Testing and Commissioning Outgoing Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimalfailure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- Numerical relay (should be VCB manufacturers own make) having protectionsof 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input ,programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) (2 sets, included in STP costing) 73 Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. (included in STP costing)3 core X 120sq.mm. armored HT Cable (From HT Panel to Transformers) -60 metersTrench making and covering of trench in all respect.- 60 metersSITC of 11 KV End Termination Kit Indoor type (3 core, 120sq.mm) - 4 sets11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break Down Voltage 45 KV - 2.5 SqmTransformer:Suitable capacitywith Off -LTC (+5% to - 10% @ 2.5%) : S I T C of star rated Copper wound distribution Transformer of suitable capacity rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. (included in STP costing) -- 2 Nos. 74 L.T. Panel (panels should be TYPE TESTED ASSEMBLY ( TTA) type only)SITC of 0.415 kV L.T. control panel for pumping plant-L.T. control panel suitable to operatedon 415 ± 6 %volt , 3 Phase , 50 Hz, AC supply as per details given below-(A) 2 Nos incoming ACB panels and 1 outgoing ACB panel, each consisting of following items -(i) 4 pole Microprocessor based release Draw out type ACB (Motorised charging type) ,630 A Rating ,50 kA- 1 No.(ii)C.Ts of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Voltmeter with selector switch- 1 No. (v)Power factor meter(0.5 Lag&0.5Lead) - 1 No.(vi)Frequency meter-1 No.(vii)KWH meter - 1 No. (viii)2 Pole over current relay& one pole earth fault relay - 1 No.(B)Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size – 1 No. (C) 6 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 63 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustableadjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (D) 3 Nos. outgoing panels for miscellaneousworks, each consisting of following items – (i) MCB of 40 A capacity- 1 No.(ii) C.Ts. of suitable ratio- 1 No. (iii) Ammeter with selector switch - 1 No.(iv) Indicating lamps- 1 Set (E)APFC Panel for total load.(F) 4 pole Microprocessor based release Draw out type (Motorised charging type) ,630 A Rating ,50 kA Panel for DG sets incoming - 1 NO (G) Bus coupler arrangement in panels 75 LT Cable laying and jointing 76 Power and control cable-Supply of 185 sq. mm 3.5 core cable - 2 Run required for power fromeach Transformer to each L.T. panel , 50 sq. mm X3 core-1 run cable for power from starters to Motor including lugging and jointing, laying, trench excavation and compaction as well as complete cabling of automation systemetc. complete in all respect. 77 Earthing 78 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. 79 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, BottomDia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. 80 Supply & Laying of 50mmX6mm size GI earth strip in horizontal or vertical run in ground/surface/recess including riveting,soldering, saddles, Jointing shall be done by overlapping and with 2 set of GI nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) 81 Charges of Electrical safety Clearance 82 Expenditure on B&L Form, Challan etc. 83 Proper fencing of substation portion as per I.E. rules. (Ref. Ongoing AMRUT Work Aligarh Sewarage) 84 STARTER PANEL 85 SITC of Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 20 HP motor (To be fixed in composite panel of LT Panel) 86 Mechanical Works 87 PumpThesubmersible non clog pumpset should be single stage having two vanes enclosedimpellercoupled with submersible motor of 20 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 125mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 10 Met. cable as offered. (4W+2S)Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8Mshaft-stainless steel AISI-410Discharge of pump= 3110 lpmTotal Head= 16 M or as per designSpeed=980Quantity of pumps. 88 Guid Rail System 89 Guide rail system (Automatic coupling system) for 20 HP submersible pump setscomplete for above pump set.(6 Sets, included in item no. 51.01) 90 Lifting Chain , MOC- alloy steel, lifting chain with oval ring @ 1m & with D/Bow shackle (6 Sets, included in item no. 51.01) 91 Main piping and Valves.Main piping and valves 200 mm dia delivery, 350 mm diacommon header line. 92 Valves.Confirming to IS 780/2906 or as applicable PN rating- 1.0Type of liquid to be handled-potable water 93 Material of constructionBody-CI,IS-210 grade FG 200Wedge-CI IS210 Grade FG200Spindle-Stainless steel AISI304Sheet and face Ring-SS ASTMA 743 Grade C.F.8 MChannel& Shoe-S.S.AISI,.304Drain& Air plug-S.S.AISI.304Bushing arrangement-Halprene on bronzeRivets-AISI:304Fasteners-MS 94 Motor Operated Sluice Valves 95 Sluice Valve 200 mm dia 96 Sluice Valve 350 mm dia 97 Reflux Valve 98 Reflux valve 200 mm dia N.B. 99 PipingsNote : Regarding the size of pipes, Tee, Bend etc, contrctor is required to designed them self and may got it approved by the department before execution of works along with layout drawing taking 200mm pipe 60m and 350 mm pipe 15m . 100 200 mm, K9 delivery pipes for all six pumping plant 101 350 mm, K9 common header pipes 102 Specials like bend, tee, D Joint etc. 103 Nut Bolt, Washer Rubber packing etc 104 INSTALLATION, TESTING & COMMISSIONING 105 Installation & Commissioning of all 6 Nos. Pump set,Piping & Valves as mentioned in above. 106 Level Transmitter (For Hi-Lo cut-off & alarms) 107 SITC of Radar type level transmitter shall be provided in the pump house for measuring the sewage level in wet sump. The indicator shall be digital type showing depth in meters and shall be capable for input to PLC or HMI touch sceen for display. 108 Electro magnetic flow meter 109 SITC of CE/UL certified Electro magnetic flow metersuitable to measure 0 to 30 MLD flow to be fitted in 350 mm dia main header line. 110 E.O.T. Crane 111 SITC of 3 Tonn E.O.T. crane providing, erecting and commissioning single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendent control block. 112 Chequerred plate and guards 113 SITC of 3mm thick M.S chequerred plate over all the run of cables trenches to cover properly and M.S. grill and M.S. guard over all pipes ducts and other point where required as per site condition (Ref. UP Jal Nigam, GM Gzb Rate) (3X0.75+3X0.9+7X0.6+1X0.9)X1=10.05sqmm. 114 PAINTING 115 Painting of all pumps piping and valves with two coat enamel paint. 116 LIGHT WIRING & Electrification (Ref. UP Jal Nigam E&M SOR, 2019) 117 Complete Internal Electrification of LT Panel room with 2 Nos. Exhaust Fan 118 Complete Internal Electrification of HT Panel room with 2 Nos. Exhaust Fan 119 IPS Campus with Solar Panel and LED Light of 3 sets. 120 D.G. SET AND ACCESSORIES 121 SITC of Radiator Cooled and Turbo charged Silent type suitable capacity DG set , engine ,alternator capable of developingat 415+6%, 50 Hz AC at 0.85 P.F. lagging and self exciting coupled with suitable BHP diesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel, Governor, Manual & electric Start , Batteries with battry charger, Engine instruments panel,AVM pads, All controls for operationof DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessiblefrom outside. T , 3 Met exhaust pipe, D.G. set shall be mounted under open sky resting on the foundation as per design. (1 set, included in stp costing) 122 SITC of PLC Based Auto main failure (AMF) Panel forDG Set fabricated from CRCA sheet steel 2 mm Thick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, operator interface panel complete in all respect.(1 Set, included in stp costing) 123 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 withperforated holes of 12 mm dia ,including all accessories like nut, bolts,reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required.(2 Job, included in stp costing) 124 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less as required. (2 Jobincluded in stp costing) 125 Supply & Laying 50 mm X 6mm sizeGI earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. (1 Job, included in stp costing) 126 Providing and Laying cable for DG Set to Panel ( armored aluminium )-(1 Job, included in stp costing) 127 Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 - 1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade for 3.5 core X 185 sq mm. (4 Jobs, included in stp costing) 128 SCREENS AND GATES: 129 Rising type thimble mounted CI Sluice Gates of reputed make at IPS 130 Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at mid year peak discharge (1w+ 1s) 131 Packing and Frieght 132 Installation, Testing and Commissioning 133 AUTOMATION OF MPS 134 CE& UL certified PLC/RTU with redundant CPU & power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant CPU & power supply with annalog & digital paramter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification including full developed version of scada software with customization of software with laptop/desktop etc to monitor and control the ips from remote places. 135 GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 136 CE/UL certified intellignet Smart Energy Meter 137 Auto phase reversal unit with inbuilt time delay & enclosure (confirm to IEC-60947-1 & IEC-60947-b-1) 138 160 AMP rating 139 Electronic sensor type pressure measuring device suitable for pressure measurements of sewage flow in delivery and common header line. The material of construction of housing and other parts in contact with sewage shall be of stainless steel. These shall be of required protection category and complete with signal transmitting device and digital pressure indicator. 140 CE/UL Certified Surge protector for control panel. 141 CE/UL Certified 7 HMI touch screen suitable to communication with PLC/RTU for local display & control ofp rocess parameters. 142 Security Survillance IP Camera with recorder 143 Installation, commissiong & testing of above automation work 144 Expenditure on Operation & Maintenance of MPS including automation, Diesel Consumption & Electricity Consuption During 3 month Trial and Run Period 145 E./M. Works at IPS Dhampur 146 Electrical Works 147 H.T.Panel( Comprising with 1 -I/C and 2 -O/G .(panels should be TYPE TESTED ASSEMBLY ( TTA) type only)SITC of Indoor Type Floor mounted HT Panel with11 KV, 630/800 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 62271-1,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification with suitable capacity of bus bar connected with the incoming and outgoing panels as per given details- 148 Supply installation testing and commissioning of Incoming Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel.- Numerical relay (should be VCB manufacturers own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. 149 Supply Installation Testing and Commissioning Outgoing Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimalfailure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- Numerical relay (should be VCB manufacturers own make) having protectionsof 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input ,programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) 150 Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. 151 3 core X 120sq.mm. armored HT Cable (From HT Panel to Transformers) 152 SITC of 11 KV End Termination Kit Indoor type (3 core, 120sq.mm) 153 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break DownVoltage 45 KV 154 Transformer: 315 KVA with Off -LTC (+5% to - 10% @ 2.5%) : S I T C of star rated Copper wound distribution Transformer of 315 KVA rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. 155 L.T. Panel (panels should be TYPE TESTED ASSEMBLY ( TTA) type only) 156 SITC of 0.415 kV L.T. control panel for pumping plant-L.T. control panel suitable to operatedon 415 ± 6 %volt , 3 Phase , 50 Hz, AC supply as per details given below-(A) 2 Nos incoming ACB panels and 1 No outgoing ACB panel, each consisting of following items -(i) 4 pole Microprocessor based release Draw out type ACB (Motorised charging type) ,630 A Rating ,50 kA- 1 No.(ii)C.Ts of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Voltmeter with selector switch- 1 No. (v)Power factor meter(0.5 Lag&0.5Lead) - 1 No.(vi)Frequency meter-1 No.(vii)KWH meter - 1 No. (viii)2 Pole over current relay & one pole earth fault relay - 1 No.(B)Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size – 1 No. (C) 3 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 400 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustableadjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (D) 2 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 100 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustableadjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (E) 3 Nos. outgoing panels for miscellaneousworks, each consisting of following items – (i) MCB of 40 A capacity- 1 No.(ii) C.Ts. of suitable ratio- 1 No. (iii) Ammeter with selector switch - 1 No.(iv) Indicating lamps- 1 Set (F)APFC Panel for total load.(G) 4 pole Microprocessor based release Draw out type (Motorised charging type) ,630 A Rating ,50 kA Panel for DG sets incoming - 1 NO (G) Bus coupler arrangement in panels 157 LT Cable laying and jointing 158 Power and control cable-Supply of 240 sq. mm 3.5 core cable - 2 Run required for power fromeach Transformer to each L.T. panel , 240 sq. mm X3 core-1 run cable for power from starters to 67 KW Motors & 35 sq. mm X3 core-1 run cable for power from starters to 15 KW Motors including lugging and jointing, laying, trench excavation and compaction as well as complete cabling of automation systemetc. complete in all respect. 159 Earthing 160 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. 161 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. 162 Supply & Laying of 50mmX6mm size GI earth strip in horizontal or vertical run in ground/surface/recess including riveting,soldering, saddles, Jointing shall be done by overlapping and with 2 set of GI nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) 163 Charges of Electrical safety Clearance 164 Expenditure on B&L Form, Challan etc. 165 Proper fencing of substation portion as per I.E. rules. (Ref. Ongoing AMRUT Work Aligarh Sewarage) 166 STARTER PANEL 167 SITC of Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 90 HP motor (To be fixed in composite panel of LT Panel) 168 SITC of Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 20 HP motor (To be fixed in composite panel of LT Panel) 169 Mechanical Works 170 Large PumpsThesubmersible non clog pumpset should be single stage having two vanes enclosedimpellercoupled with submersible motor of 90 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 125mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 10 Met. cable as offered. (2W+1S)Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8Mshaft-stainless steel AISI-410Discharge of pump= 5750 lpmTotal Head= 40 M or as per designSpeed=980Quantity of pumps. 171 Guid Rail System 172 Guide rail system (Automatic coupling system) for 90 HP submersible pump setscomplete for above pump set.(3 Sets, included in item no. 94.01) 173 Lifting Chain , MOC- alloy steel, lifting chain with oval ring @ 1m & with D/Bow shackle (3 Sets, included in item no. 94.01) 174 Small Pumps 175 Thesubmersible non clog pumpset should be single stage having two vanes enclosedimpellercoupled with submersible motor of 20 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 125mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 10 Met. cable as offered. (1W+1S)Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8Mshaft-stainless steel AISI-410Discharge of pump=2500 lpmTotal Head= 17 MSpeed=980Quantity of pumps. 176 Guid Rail System 177 Guide rail system (Automatic coupling system) for 20 HP submersible pump setscomplete for above pump set. (2 Sets, included in item no. 98.01) 178 Lifting Chain , MOC- alloy steel, lifting chain with oval ring @ 1m & with D/Bow shackle (2 Sets, included in item no.98.01) 179 Main piping and Valves. 180 200 mm dia delivery for small pumps and250 mm dia delivery for large pumps, 350 mm diacommon header line. 181 Valves.Confirming to IS 780/2906 or as applicable PN rating- 1.0Type of liquid to be handled-potable water 182 Material of constructionBody-CI,IS-210 grade FG 200Wedge-CI IS210 Grade FG200Spindle-Stainless steel AISI304Sheet and face Ring-SS ASTMA 743 Grade C.F.8 MChannel& Shoe-S.S.AISI,.304Drain& Air plug-S.S.AISI.304Bushing arrangement-Halprene on bronzeRivets-AISI:304Fasteners-MS 183 Motor Operated Sluice Valves 184 Sluice Valve 200 mm dia 185 Sluice Valve 250 mm dia 186 Sluice Valve 350 mm dia 187 Reflux Valve 188 Reflux valve 200 mm dia N.B. 189 Reflux valve 250 mm dia N.B. 190 PipingsNote : Regarding the size of pipes, Tee, Bend etc, contrctor is required to designed them self and may got it approved by the department before execution of works along with layout drawing . 191 200 mm, K9 delivery pipes for small pumping plants 192 250 mm, K9 delivery pipes for large pumping plants 193 350 mm, K9 common header pipes 194 Specials like bend, tee, D Joint etc. 195 Nut Bolt, Washer Rubber packing etc 196 INSTALLATION, TESTING & COMMISSIONING 197 Installation & Commissioning of allPump set,Piping & Valves as mentioned in above @5% of supplied items. 198 Level Transmitter (For Hi-Lo cut-off & alarms) 199 SITC of Radar type level transmitter shall be provided in the pump house for measuring the sewage level in wet sump. The indicator shall be digital type showing depth in meters and shall be capable for input to PLC or HMI touch sceen for display. 200 Electro magnetic flow meter 201 SITC of CE/UL certified Electro magnetic flow metersuitable to measure 0 to 30 MLD flow to be fitted in 350 mm dia main header line. 202 E.O.T. Crane 203 SITC of 3 Tonn E.O.T. crane providing, erecting and commissioning single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendent control block. 204 Chequerred plate and guards 205 SITC of 3mm thick M.S chequerred plate over all the run of cables trenches to cover properly and M.S. grill and M.S. guard over all pipes ducts and other point where required as per site condition(3X0.75+3X0.9+7X0.6+1X0.9)X1=10.05sqmm. 206 PAINTING 207 Painting of all pumps piping and valves with two coat enamel paint. 208 LIGHT WIRING & Electrification (Ref. UP Jal Nigam E&M SOR, 2019) 209 Complete Internal Electrification of LT Panel room with 2 Nos. Exhaust Fan 210 Complete Internal Electrification of HT Panel room with 2 Nos. Exhaust Fan 211 IPS Campus with Solar Panel and LED Light of 3 sets. 212 D.G. SET AND ACCESSORIES 213 SITC of Radiator Cooled and Turbo charged Silent type DG set , engine ,alternator capable of developing 250 kVA at 415+6%, 50 Hz AC at 0.85 P.F. lagging and self exciting coupled with suitable BHP diesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel, Governor, Manual & electric Start , Batteries with battry charger, Engine instruments panel,AVM pads, All controls for operationof DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessiblefrom outside. T , 3 Met exhaust pipe, D.G. set shall be mounted under open sky resting on the foundation as per design. 214 SITC of PLC Based Auto main failure (AMF) Panel for 250 KVA DG Set fabricated from CRCA sheet steel 2 mm Thick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, operator interface panel complete in all respect. 215 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 withperforated holes of 12 mm dia ,including all accessories like nut, bolts,reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, BottomDia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required. 216 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less as required. 217 Supply & Laying 50 mm X 6mm sizeGI earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. 218 Providing and Laying cable for DG Set to Panel 240 sq mm X 3.5 core x 2 run( armored aluminium ). 219 Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 - 1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade for 3.5 core X 240 sq mm. 220 SCREENS AND GATES: 221 Rising type thimble mounted CI Sluice Gates of reputed make at IPS 222 Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at peak load of full discharge (working) 223 Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at peak load of full discharge( standby) 224 Packing and Frieght 225 Installation, Testing and Commissioning 226 AUTOMATION OF IPS 227 CE& UL certified PLC/RTU with redundant CPU & power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant CPU & power supply with annalog & digital paramter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification including full developed version of scada software with customization of software with laptop/desktop etc to monitor and control the ips from remote places. 228 GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 229 CE/UL certified intellignet Smart Energy Meter 230 Auto phase reversal unit with inbuilt time delay & enclosure (confirm to IEC-60947-1 & IEC-60947-b-1) 231 160 AMP rating 232 Electronic sensor type pressure measuring device suitable for pressure measurements of sewage flow in delivery and common header line. The material of construction of housing and other parts in contact with sewage shall be of stainless steel. These shall be of required protection category and complete with signal transmitting device and digital pressure indicator. 233 CE/UL Certified Surge protector for control panel. 234 CE/UL Certified 7 HMI touch screen suitable to communication with PLC/RTU for local display & control of process parameters. 235 Security Survillance IP Camera with recorder 236 Installation, commissiong & testing of above automation work 237 3 month trial run of automation work 238 Expenditure on Operation & Maintenance of IPS during 3 month Trial and Run Period 239 Expenditure onDiesel Consumption of IPS during 3 month Trial and Run Period 240 Expenditure on Electricity Consuption of STP, MPS & IPS as per actual UPPCL bill during 3 month Trial and Run Period

BRR : 7839569 Tender For External Electrification Work And Fire Fighting Works For Building No-10 (Plot No-13), Sector-28, Yea. Wc-E M-02 - 11kV Ring mains Unit (OUTDOOR TYPE) 3 Supplying,Installation, Shifting, Testing & Commissioning of11kV CT2T2 outdoor type Ring Mains Unitmade of galvanised iron, 3.0 mm thick CRCA steel sheet enclosed mounted on hot deep Galvanized , ISMC channel, IP 54 Protected & IP23D tested, proper ventilated and thermal class K10, with interlocked arrangement, with proper shade of paint and arcing withstand test of 20 kA for 1 sec. consisting of following as per specification complete as required: 4 3 way Ring main Unit (RMU) FBX- C/12-21/ CT2T2 consisting of 1No 630amp load break switchs and Two no 630 amp tee-off with SF6 circuit brakeras per specification with following : 5 Incoming – 1No. incommer each consisting offollowing 6 Machnical ON/OFF/EARTH indication. 7 Earthing switch 8 Machnical ON/OFF/EARTH indication. 9 Cable testing facility without opening the cable comparthent and without connecting the cable terminations. 10 Set of ON/OFF/EARTH semaphore indicating . 11 Live cable Indicating LEDs energized thru capacitive voltage dividers. 12 Right angle boots (Push on type) 13 Suitable space for termination of 1 No. 3 C x 185 sq.mm XLPE cable. 14 800A CU Main horizontal busbars (Inside Tank)Bus bar. 15 Outgoing Feeder 2 No. each consisting of following for 630kVA Transformer : 16 630 Amps manually operated fixed type SF6 Gas Insulated Circuit Breaker and earthing switch with full making capacity at 50 deg.C ambient and 100% humidity. 17 Earthing switch ,,aux contact for switch, 18 Anti reflex operating handle 19 Set of ON/OFF/EARTH semaphore indicating . 20 230Volt Shunt Trip coil for external tripping 21 Three over current and earth fault IDMT Microprocessor base self poweredRelay with instantaneous high set element. 22 8 Window alarm annunciators panel with hooter, push buttons, aux. Contactors etc as required as per specification. 23 Digital Ameter in built selector switch with 3No. CTS 24 Digital Voltmeter in built selector switch with protection fuse 25 Right angle boots (Push on type) 26 voltage presence indicator,Emergency trip Push Button,Aux contacts for breaker, relay trip coil, shunt trip coil,SELF-POWERED RELAY for 50/51/50N/51N,CURRENT TRANSFORMER FOR PROTECTION BUSHING TERMINALS, FAULT PASSAGE INDICATOR, BATTERY,BATTERY CHARGER,TRIVECTOR METER,PHASE INDICATING LEDs,HERMOSTAT,SPACE PANEL HEATER,AUXILLARY TRANSFORMER,MASTER TRIP RELY,TRIP CKT SUPERVISION RELAY,DOOR LIMIT SWITCH,VOLTAGE MONITORINE RELAY, 8 windoe annauncitor, Hooter etc complete as required 27 11KV H.T. Panel(IOCG ) 28 Supply, Installation, Testing and Commissioning of 11KV Indoor Floor mounted, Metal Clad 11 KV, VCB Panel with alu-zinc / GI enclosure with 4 Nos VCBs, totally enclosed & Fully interlocked horizontal drawout, vertical / horizontal isolation type breaker, dust and vermin proof, free standing, having capacities as mentioned below, single break, trip free mechanism, motorised charged and auto-cum-manual closing breaker suitable for use on 11 KV, 3 Phase, 50 Hz A.C supply with short circuit fault level of 500MVA, complete with self contained, fully interlocked , rack in rack out mechanism, air insulated but encapsulated copper bus bars of 800 A capacity, breaker featured with mechanical ON/OFF indicator with hand trip device, spring release coil, shunt trip coil and auxiilary switch of 4 NO + 4 NC and equipped with following switch gears and accessories etc. andsuitable for connecting 3 core 300 Sq.mm XLPE 11 KV cable heat shrinkeable end termination (Cable entry from Bottom ) etc as required. 29 Incomer-1 No. VCB Panels each having the following 30 (a) 1 No. 630A, 11KV, 3 phase, 50 Hz Vacuum Circuit Breaker 31 (b)1 No 3 phase 11 KV/110 Volts PT, class 0.5 accuracy and 100 VA burden with 1 No Voltmeter (0-15 KV), Digital type, selector switch for voltmeter and protection fuses for HT metering upto 12 KV on incomer 32 (c)1 set of dual core 3 CTs 200/5+5A of 15 VA burden and accuracy class 0.5 for metering and class 5P10 for protection 33 (d ) 1 No – multi function meter suitable for operation on 110V a.c supply with RS-485 interface for integration to BMS 34 (e ) 1 No - Digital Tri Vector Meter (Trivector meter shall have communication features for monitoring by BMS) 35 (f) 1 No. Microprocessor based numerical relay for Over current and Earth fault protection 36 (g) 1 set of phase indicating lamps with HRC fuses 37 (h) 1 set of indicating lamps to indicate OPEN, CLOSE, TRIP, SPRING CHARGED, TRIP CIRCUIT HEALTHY 38 (i)6300Amps copper busbar-1 set (common) 39 (j)Test terminal block 40 (k)Trip/Neutral/close switch 41 (l) 1 set of copper bus bar for earthing (common) 42 (m) 1 set of master trip relay & trip circuit healthy supervision relay. 43 (n) Provision for padlocking the incomer VCBs in OFF position. 44 11KV H.T. Panel incomer cum outgoing Panel) as above & as per SLD 45 COMPACT SUBSTATION-1000KVA 46 Supplying, assembling, erecting, connecting, testing and commissioning of 11 KV Compact Secondary Sub Station outdoor type designed for natural cooling having type tested equipment comprising distribution transformers, SF6 insulated compact switchgear having metal enclosed robotically sealed/welded stainless steel tank , low voltage switchboard, interconnection between HT switchgear & Transformer using single core cables and Transformer to LT switchgear using Al bus bars/Cables factory built / ready for connection type,otherassociated equipment etc including necessaryfoundation and earth work etc. without oil pits complete as required conforming to detailed specification laid down in the tender documents. The enclosure shall have modular construction using 2mm thick CRCA and 4 mm thick got dipped CRCA sheets for base and shall be painted with polyurethane paint from the exterior.The enclosure for LT switchgear & HT switchgear shall be provided with IP54ingress protection. The transformer compartment will have IP34 ingress protection. Note- HT & LT Switchgear should besame make. 47 The transformer used shall be specially designed for low losses (As per IS:-1180 level-01) and shall be hermetically sealed oil immersed& with corrugated tank, oil level indicator, hermetic protection realy, pressure relief device, gas filling valve, oil temprature indicator, multi function relay (DGPT Device) etc. as required Complete in all respect.The earthing shall be suitablefor 18.3KA fault current.The varoius combinations of CSS shall be as per details below including necessaryfoundation and earth work etc 48 HT Switchgear Section 49 11KV 3 Way RMU( CCT2) type Compact switchgear unit having 2 No. Isolater load break switches and1 No SF 6 circuit breaker enclosed in robotically laser welded non-extensible type stainless steelSF6 enclosure with Self powered relay (IDMTL O/C + E/F ) as HT switchgear as per the requirement detailed in the tender documents/SLD. 50 Copper bus bars of 800 A capacity for HT 11 KV network. 51 Transformer Section 52 11KV/415V,1000KVA, hermetically sealed oil immersed Transformer suitable for CSS as per detailed specifications, with Automatic on load tap changer & RTCC .Remote tap changer circuit (RTCC) panel with all associated accessories as per schedules and specifications.Taps on HV for HV variation : +5 to - 15 % in the steps of 1.25 with AVR. 53 LV Switchgear Section 54 LT section comprising the following & as shown in the drawing: 55 1600Amps 415V, 4P, 50Hz, 50KA Manual operated drawout type Air Circuit Breaker (ACB) with overload and short circuit Protection. 56 RELAYs, METERING INDICATOR & CTs 57 On/Off Indication lamps with 6A control MCB as per fault requirement 58 R,Y,B phase Indication lamps with Control MCB as per fault requirement. 59 One Set of 5 Nos. indication panel each with 6A control MCB as per fault requirementwith ACB 60 1 No. off delay timer for manual operation. 61 Phase Reversal relay 62 8 Window annunciator all compartment 63 Heat shrinkable cable end terminal indoor type cable box 240/300/400 Sq. mm. Size complete all as required to connect incoming and outgoing HT cables to unitized Sub-Station and interconnection of network within the unitized Sub-Station with arc proof shoes. 64 COMPACT SUB-STATION-1000KVA AS DESCRIBED ABOVE 65 H.T. Cable 66 Supplying of following size of Al conductor, XLPE insulated armoured and over all PVC sheathed, 11 KV (E) grade earthed cable as per technical specifications 67 3 core x185Sq. mm YEIDA SOR-2(B) 68 HT Cable laying 69 supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 70 3C X185 Sq. mm YEIDA SOR 4(G) 71 S/L of 200mm dia. H.D.P.E. pipe for drawing of power cable across the road by drilling of 220mm dia. at 1mtr. below the road level thereby doing the work of providing H.D.P.E pipe by manual Trenchless method.PE-63/PN-8 complete in all respect, as directed by Engineer in charge YEIDA SOR-23 72 S/F of 11kv HV insulating mats confirming to IS 15652-2006. The mats should have been type tested by CPRI or another third party lab of equivalent stature. The mats shall be moisture proof, fire retardant and resistant to acids, alkalies & transformer oil. Complete in all respects as per direction of the Engineer-in-charge. YEIDA SOR-59 73 Supply and fixing in position the approved “Shock Treatment Charts” written in English and Local Language. These charts shall be framed in teak wood frame and covered with glass. 74 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 75 Supply and fixing position the approved single line diagram framed in 1000 x 100 mm size glass frame and installed in main LT Panel Room. 76 Supply of tool kit, first aid box with all accessories required for operation and maintainence for 415 volt & 11 kV equipment with 1 pair 11 kV rubber hand gloves of approved make. 77 Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required. 78 SUBHEAD-II-DIESEL GENERATOR SETS 79 FOR - BUILDING NO- 10 80 Supply, installation, testing and commissioning of Prime Duty, Diesel engine driven generating Set (Silent Type) of 1010KVA capacity CPCB-IV compliance to ISO-8528-Part 1 with Genset Controller (DIEF / DeepSea / Woodward or eq) and comprising of following:- 81 The DG Set emission should be as per revised CPCB-IV norms as per the latest notification MOEFCC NOTIFICATION “GSR 804(E) DATED 03.11 .2022 [F.NO. Q-15017/05/2012-CPW 82 a) Diesel Engine 83 Engine developing minimum1010kVA Gross Engine Power at 1500 RPM rated for Prime Duty with an additional 10% overload capacity for one hour in period of twelve hours of continuous operation at standard operation conditions as per ISO 3046-1/1, ISO 15550 inclusive of all standard accessories like Silencer, After Treatment System In Front of Radiator, High Pressure Common Rail (HPCR) Fuel Injection, ECU control providing efficient performance in terms of power & fuel consumption, Electronic Governing of G3 Governing Class and with all standard accessories as per ISO:8528-5.Engine Cooling System must be designed for 50⁰C ambient 84 b) Alternator 85 Synchronous alternator 1010KVA, AC 3 phase, 415 volt, 50 Hz, 1500 RPM, 0.8 lagging power factor alternator shall be in SPDP enclosure, self excited, self regulated, foot mounted with end shield. The alternator shall confirm to IS:13364/IEC 60034 – 1 suitable for tropical conditions.Alternator shall deliver full output at 50 degree C, shall have inbuilt BTD and winding temp. detector along with space heaters. Necessary spaace provision for REF protection with separate earth fault CTs shall be provided inside alternator box. alternator should one heigher rating size for 50 degree amb. 86 c) Automatic Main Failure Panel 87 DG AMF control panel with internal access to facilitate both connection and maintenance complete with 1 No 1600Amps ACB WITH COPPER BUSBAR to loads. Ammeter, Voltmeter, frequency meter, Kh meter etc. including light Set ON/OFF battery charge etc. complete in all respect with power loom between alternator & isolator panel thru CU flexible within the Genset Canopy / Acoustic Enclosure.Engine mounted instrument panel fitted with and having digital/Analog display. 88 d) Acoustic Enclosure 89 The enclosure fabricated from high grade cold rolled close annealed (CRCA) sheet and steel members lined with high density sound absorption material to reduce the sound level to 75 dBA from the original sound level measured at a distance of 1 meter away from the GenSet, under free field conditions compliance to CPCB- IV Noise limit / guidlines for Dg Set below 1000kVA / 800Kwe. Accoustic and weather proof enclosure suitable for the DG Set with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air into the atmosphere as per CPCB-IV norms.The enclosure will be provided with durable industrial locking system with doors duly gas-keted etc., all complete with ARAI Type approval / certification. 90 e) Battery 91 2x12V, 150 Ah Battery assembly with all necessary connecting leads and terminals of reputed make and stand for lead acid Maintinance free battery. Starter Motor Power must be min 8KW 92 f) Base frame 93 Skid mounting type base frame fabricated from suitable size of MS channel / CRCA Sheet providing common bed for engine & alternator directly coupled together with AVM Pads and necessary reinforcement which shall be installed on suitable RCC foundation and vibration isolation arrangement as per recommendations of manufacturer. 94 g) Testing in Works / Factory 95 The DG sets will be tested in the works of the manufacturer for 12 hours at full load including 10% over load before dispatch in the presence of the representative of client . Testing will be crried out as per CPWDs specifications. 96 h) MISC 97 Inbuilt Capacity Day tank of standard capacity . for fuel storage with level markings inside and outside canopy. 98 After Treatment System In Front of Radiator with DEF (diesel exhaust fluid) / AdBlue storage tank of min 35L for urea dosing with proper connection etc. 99 SITC of TP,1600A, Electrical Fix ACB Isolator Panel Outside Canopy with IP4x suitable for Indoor application. Power Cabling b/w DG Set & Isolator Panel included and thes ameneeds to be done at site by electrical contractor. YEIDA RATE- 4.02 100 DG SET 1010 KVA AS PER DESCRIBED ABOVE 101 EXHAUST PIPING 102 Supply and Fixing of MS Exhaust Pipe of dia 350mm class B for 1010KVA DG Set with rain cap. With all accessories etc., complete 103 Supply and fixing of Thermal insulation on MS Exhaust Pipe of dia 350mm class B for 1010 KVA DG Set with 50mm thick LRB/Rock Wool of 96 Kg density per cub mtr. Covered with wire mesh & covered with 24 gauge AI Sheet 104 Supply,testing and commissioning ofAluminium cladding for residential silencerswith LRB Rockwool 50mm Thick, density 64 Kg/cu.mtr., wire mesh and 24 gauge aluminium cladding. complete as required suitable for 1010 Kva DG exhaust pipe temperature upto 450°C. 105 Supply and installation of SS Flexible Bellows, 8 dia. (350 mm NB), complete with counter flanges, heat resistant gaskets, nuts-bolts-washers etc., complete as required. 106 Providing & fixing for MS support structure for exhaust fume pipes from DG Sets (Exhaust pipe to be measured and paid for separately) along horizontal and vertical runs upto the height (as per CPCB norms) including cutting, welding etc and applying two coats of red oxide and two coats of synthetic enamelled paint of colour and shade as directed by client/Architect. The design of the support structure shall be done by the contractor and shall be as per CPCB norms approved , also to get the approval from the consultant before execution etc. as required. 107 Provide & fixing fuel piping with pipe supports, bends, flanges packing, hardwares and painting from main storage tank to day oil tank and day oil tank to DG Set of following sizes 108 25 mm dia Heavy duty (Class C ) MS Pipe 109 VALVES 110 Supply & fixing the following valves of approved make complete with flanges, bolts nuts and gaskets etc., 111 25mm dia gate valve 112 Supply & fixing of 990 Litre (14 SWG thick) fuel oil service tank with oil level indicator with level gauge scale, inlet/outlet connection valve, air vent, pedestal for mounting etc., including 02 Nos if hand fuel transfer pumps 113 Obtaining necessary approvals from the chief electrical inspectorate, if required for electrical safety for 1X 1010kVA Genset. 114 SUBHEAD-III- 15 KVA UPS 115 Supply, installation, testing and commissioningof IGBT Rectifier & Inverter basedUPS system comprising of 1 no 15 kVA units with batterybank backup of 30 minutes duration for full load with all standards fittings, accessories, protection, instruments, indications and controls including but not restricted to transformer, rectifire, inverter, SMF battery with float cum boost battery charger, static bypass switch, maintenance bypass, output isolation transformer, interconnections etc.including warranty and free all inclusive comprehensive maintenance services for two years for UPS and battery bank after the date of handing over complete as per specification and as required.YEIDA RATE - 45.03 116 SUBHEAD-IV-LTPANEL& DISTRIBUTION BOARD 117 Supply,Installation, Testing and Commissioning of dust, damp and vermin proof IP- 4X / 5X free floor standing /wall mounted, Indoor type, form 3B/4A complied factory assembled in sheet steel enclosed modular construction, extendable from both side, fabricated out of CRCA grade d or equivalent sheet steel for load bearing member in 2mm thick and 1.6mm for non-load bearing members and doors with covers, 3mm thick for gland platescomplete with 9 tank pre treatment process for powder coating with minimum 80 to 100 micron electro static powder coating coverage in approved shade of RAL 7032/7035 in elasto polymer type powder, complete with Aluminium bus bars designed for proper temperature rise withstand capacity, inter-connection with copper conductor wires / aluminium strips, neutral links, earth bus etc. including control wiring with 1.5sqmm. & 2.5sqmm. PVC insulated FRLS copper conductor S/C cable for voltage & current respectively, cable alleys, cable gland plates in two half for acb panels, etc. suitable for operation on 415 ±10% volts, 50 Hz AC 3 phase 4 wire system necessary metering protections & indications and mounted with the following switch gears etc. complete as required complying with IEC-61439 Part1&2 . 118 (Each MCCB will have variable current setting for over current and short circuit, front extended lockable handle, pad lockable in off position, indication light for ON, shrouding on incomer side, termination shall be suitable for aluminium bus bars. All MCCBs shall be microprocessor based only otherwise as specified in the boq. 119 All Switchboards shall have provision for entry of cables from the top or bottom as required 120 All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The Busbars shall be fully insulated with heat shrinkable sleeves and should withstand busbar temp. The busbar support insulators should be SMC. Padlocking isolating switches and load break switches lockable in OFF position. The panel shall meet criterias as per Client EHS guideline. 121 All kA ratings indicated shall be Ics = Icu = Icw values 122 Ics value should be 100% 123 GA drawings shall be got approved from Owners/Architects/ Consultants before fabrication. 124 Tube based Clean Agent Fire suppression systemshall be taken for all panels as specified in the boq. 125 All Panel should be Form 4b (For ACB Compartment) &3b combination. 126 MAIN L.T PANELIcs = 50KA 127 Incomers :- 3 Nos numbers (2 x 1600A, 4P EDO ACB from CSS + 1 x 1600A 4P EDO ACBDG. 128 Incomer from CSS of 1010 kVA 129 2 Nos.1600A 4P EDO ACB with microprocessor based communicable release, over current with different time settings, short circuit with time delay & earth fault release with time delay, instantaneous current setting . Suitable links shall be provided for cable termination. ON/OFF/TRIP indication shall be wired through potential free contact up to terminal strip of breaker for hooking to BMS. Each incomer shall have following. 130 1 no. 0-500V 96 sqmm digital voltmeter with selector switch, 3 No. phase indicating lamps to show the incoming power with control 2A TP MCB. 131 3 Nos. indicating lights for ACB on/ off/ trip position. 132 1 No.phase reversal relay with matching cast resin CTs 133 1 no. 3 phase voltage monitoring relay cum phase sequence meter 134 1 No. APFC relay with matching cast resin CTs. 135 Incomer from DGs 136 1No. X 1600A 4P EDO ACB with microprocessor based, over current with different time settings, short circuit with time delay & earth fault release with time delay. Suitable links shall be provided for cable termination. ON/OFF/TRIP indication shall be wired through potential free contact up to terminal strip of breaker for hooking to BMS. Each incomer shall have following. 137 This release shall have RS-485 including showing all parameters on the software before integrating to IBMS 138 1 no. 0-500V 96 sqmm digital voltmeter with selector switch, 3 No. phase indicating lamps to show the incoming power with control 2A TP MCB. 139 3 Nos. indicating lights for ACB on/ off/ trip position. 140 1 No. ON/OFF push buttons. 141 1 No. reverse power relay with matching cast resin CTs 142 1 no. 3 phase voltage monitoring relay cum phase sequence meter 143 Bus Couplers 144 One number 1600A 4 pole EDO ACB microprocessor based over current, short circuit release type as bus coupler. Necessary contacts shall be wired upto terminal strip for breaker ON/OFF/TRIP, providing potential free contact ON/OFF/TRIP for status monitoring in BMS. 145 Bus Bar Section-I & II 146 Two set ofTPN Aluminium bus bar rated for 2000A (after considering all necessary deratings) 3 phase 4wire, 50Hz. A minimum derating factor of 0.80 must be taken for calculation of bus bar sizes. The bus bar size after derating shall be equal to the ampere given in the BOQ. current density of bus-bars shall not be more than 0.8 Amps/sq.mm for Aluminium and earth bus size shall be suitable of system fault level. 147 Outgoings Sections 148 4 Nos. 800A 4P feeder each having one no. 800A 4P EDO ACB 149 3 Nos. 500A 4P feeder each having one no. 500A 4P MCCB. 150 2 Nos. 100A 4P feeder each having one no. 100A 4P MCCB 151 5 Nos. 63A 4P feeder each having one no. 63A 4P MCCB 152 Other items such as 153 PLC for Necessary electrical Interlocking through advance contacts / contactorsin MCCB/ ACBs (Incomers & Bus couplers)should be provided to ensure that only one supply is available at a time on each section of bus and to eliminate any possibility of accidentally approaching two supplies at one bus section as per single line diagram enclosed & as required. 154 Panel with auto and manual operation and Load Manager for both Mains and DG power, whose function will be to determine the Load. Supplier to submit the Bill of materials for the above functions also provide motorised potential meter for each generator for voltage correction. 155 1kVA online UPS with minimum 15 minutes backup built in battery for PLC system. 156 1 Lot of control wiring. 157 1 Set of designation plates 158 Tube based Clean Agent Fire suppression systemshall be taken for panels. 159 MAIN L.T PANEL as describe above and shown in SLD. 160 BUILDING PANEL-01 Ics = 35KA 161 Incomer:- 162 2Nos. X 800A 4P EDO ACB with microprocessor based, over current with different time settings, short circuit with time delay & earth fault release with time delay. Suitable links shall be provided for cable termination. ON/OFF/TRIP indication shall be wired through potential free contact up to terminal strip of breaker for hooking to BMS. Each incomer shall have following. 163 1 no. 0-500V 96 sqmm digital voltmeter with selector switch, 3 No. phase indicating lamps to show the incoming power with control 2A TP MCB. 164 3 Nos. indicating lights for ACB on/ off/ trip position. 165 1 No.phase reversal relay with matching cast resin CTs 166 1 no. 3 phase voltage monitoring relay cum phase sequence meter 167 Bus Bar 168 One set of TPN, AL. bus bar rated 1000Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 169 The outgoing feeders are as follows : 170 3 Nos. 200A 4P feeder each having one no. 200A TP MCCB. 171 4 Nos. 160A 4P feeder each having one no. 160A TP MCCB. 172 Tube based Clean Agent Fire suppression systemshall be taken for panels. 173 1 set of complete wiring 174 Necessary electrical Interlocking through advance contacts / contactorsin MCCB/ ACBs (Incomers & Bus couplers)should be provided to ensure that only one supply is available at a time on each section of bus and to eliminate any possibility of accidentally approaching two supplies at one bus section as per single line diagram enclosed & as required. 175 BUILDING PANEL-01 Ics = 35KA as describe above and shown in SLD. 176 BUILDING PANEL-02Ics = 35KA 177 Incomer:- 178 2Nos. X 800A 4P EDO ACB with microprocessor based, over current with different time settings, short circuit with time delay & earth fault release with time delay. Suitable links shall be provided for cable termination. ON/OFF/TRIP indication shall be wired through potential free contact up to terminal strip of breaker for hooking to BMS. Each incomer shall have following. 179 1 no. 0-500V 96 sqmm digital voltmeter with selector switch, 3 No. phase indicating lamps to show the incoming power with control 2A TP MCB. 180 3 Nos. indicating lights for ACB on/ off/ trip position. 181 1 No.phase reversal relay with matching cast resin CTs 182 1 no. 3 phase voltage monitoring relay cum phase sequence meter 183 Bus Bar 184 One set of TPN, AL. bus bar rated 1000Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 185 The outgoing feeders are as follows : 186 3 Nos. 250A 4P feeder each having one no. 250A TP MCCB. 187 3 Nos. 160A 4P feeder each having one no. 160A TP MCCB. 188 1 No. 125A 4P feeder each having one no. 125A TP MCCB. 189 Tube based Clean Agent Fire suppression systemshall be taken for panels. 190 1 set of complete wiring 191 Necessary electrical Interlocking through advance contacts / contactorsin MCCB/ ACBs (Incomers & Bus couplers)should be provided to ensure that only one supply is available at a time on each section of bus and to eliminate any possibility of accidentally approaching two supplies at one bus section as per single line diagram enclosed & as required. 192 BUILDING PANEL-02 Ics = 35KA as describe above and shown in SLD. 193 COMMON PANELIcs = 35KA 194 Incomer 195 1 No. Incomer 160 Amps 4P MCCB with thermal magnetic releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 196 Bus Bar 197 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 198 The outgoing feeders are as follows : 199 1 No. 125A 4P feeder having one no. 125A 4P MCCB . 200 7 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB. 201 2 Nos. 40Amps 4P feeders each having one number 40 Amps 4P MCB. 202 Tube based Clean Agent Fire suppression systemshall be taken for panels. 203 1 set of complete wiring 204 COMMON PANEL Ics = 25KA as describe above and shown in SLD. 205 METER BOARD-01 &03 (G.F&F.F )Ics = 35KA 206 Incomer 207 1 No. Incomer 200 Amps 4P MCCB with thermal magnetic releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 208 Bus Bar 209 One set of TPN, AL. bus bar rated 250Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 210 The outgoing feeders are as follows : 211 1 Nos. 400MM (H) x 375MM(W) Glass window compartment each with Lock & key arrangement including backelite sheet for mounting provided digital Three Phase pre-paid duel source CT operated Energy Meter with RS485 Port for BMS connectivity. Incuding providing and fixing of din channel monted 4P, 100A, MCCB, 25kA with 100A, connecters in cable alley and power wiring between meter and connector via MCCB. 212 6 Nos. 300MM (H) x 375MM(W), Glass window compartment each with Lock & key arrangement including backelite sheet for mounting provided digital Three Phase pre-paid Energy duel source Meter with RS485 Port for BMS connectivity. Incuding providing and fixing of din channel monted 4P, 40A, MCB, 10kA with 63A, connecters in cable alley and power wiring between meter and connector via MCB. 213 2Nos. 40Amps 4P feeders each having one number 40 Amps 4P MCB. 214 Tube based Clean Agent Fire suppression systemshall be taken for panels. 215 1 set of complete wiring 216 METER BOARD-01 &03 (G.F&F.F )Ics = 35KA as describe above and shown in SLD. 217 METER BOARD-02&04 (G.F & F.F )Ics =35KA 218 Incomer 219 1 No. Incomer 160 Amps 4P MCCB with thermal magnetic releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 220 Bus Bar 221 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 222 The outgoing feeders are as follows : 223 10 Nos. 300MM (H) x 375MM(W), Glass window compartment each with Lock & key arrangement including backelite sheet for mounting provided digital Three Phase pre-paid Energy duel source Meter with RS485 Port for BMS connectivity. Incuding providing and fixing of din channel monted 4P, 40A, MCB, 10kA with 63A, connecters in cable alley and power wiring between meter and connector via MCB. 224 2 No. 40Amps 4P feeders having one number 40 Amps 4P MCB. 225 Tube based Clean Agent Fire suppression systemshall be taken for panels. 226 1 set of complete wiring 227 METER BOARD-02&04 (G.F&F.F )Ics =35KA as describe above and shown in SLD. 228 METER BOARD-05&07 (S.F & T.F )Ics = 35KA 229 Incomer 230 1 No. Incomer 200 Amps 4P MCCB with thermal magnetic releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 231 Bus Bar 232 One set of TPN, AL. bus bar rated 300Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 233 The outgoing feeders are as follows : 234 1 Nos. 400MM (H) x 375MM(W) Glass window compartment each with Lock & key arrangement including backelite sheet for mounting provided digital Three Phase pre-paid duel source CT operated Energy Meter with RS485 Port for BMS connectivity. Incuding providing and fixing of din channel monted 4P, 125A, MCCB, 25kA with 125A, connecters in cable alley and power wiring between meter and connector via MCCB. 235 1 No. 300MM (H) x 375MM(W), Glass window compartment each with Lock & key arrangement including backelite sheet for mounting provided digital Three Phase pre-paid Energy duel source Meter with RS485 Port for BMS connectivity. Incuding providing and fixing of din channel monted 4P, 63A, MCB, 10kA with 63A, connecters in cable alley and power wiring between meter and connector via MCB. 236 1 Nos. 125Amps 4P feeders each having one number 125 Amps TP MCB. 237 Tube based Clean Agent Fire suppression systemshall be taken for panels. 238 1 set of complete wiring 239 METER BOARD-05&07 (S.F & T.F )Ics = 35KA as describe above and shown in SLD. 240 METER BOARD-06&08 (S.F&T.F )Ics = 35KA 241 Incomer 242 1 No. Incomer 250 Amps 4P MCCB with thermal magnetic releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 243 Bus Bar 244 One set of TPN, AL. bus bar rated 250Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 245 The outgoing feeders are as follows : 246 2 Nos. 400MM (H) x 375MM(W) Glass window compartment each with Lock & key arrangement including backelite sheet for mounting provided digital Three Phase pre-paid duel source CT operated Energy Meter with RS485 Port for BMS connectivity. Incuding providing and fixing of din channel monted 4P, 125A, MCCB, 25kA with 125A, connecters in cable alley and power wiring between meter and connector via MCCB. 247 1 Nos. 125Amps 4P feeders each having one number 125 Amps TP MCB. 248 Tube based Clean Agent Fire suppression systemshall be taken for panels. 249 1 set of complete wiring 250 METER BOARD-06&08 (S.F&T.F )Ics = 35KA as describe above and shown in SLD. 251 PRESSURIZATION PANELAT TERRACE (OUTDOOR TYPE)Ics = 25KA 252 Incomer 253 1 No. Incomer 63Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 254 Bus Bar 255 One set of TPN, AL. bus bar rated 200 Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 256 The outgoing feeders are as follows : 257 1 No. of 7.5 amp rating of TP MCCB of 50 kA breaking capacity with 2.2 KW DOL motor starter type iico-ordination along with TP power contactors (AC3) with inbuilt 2NO + 2NC contact with necessary additional potantial free auxiliary contactor oprate starter ON/OFF and remote switching, Red, Green & Yellow Indicating Lamps, Start/Stop Push buttons LED type, Auto/Manual/Off selector switch Complete as required. 258 1No.7.5 Amps TP MCCB with DOL Starter .(Space only) 259 1 set of complete wiring 260 PRESSURIZATION PANELAT TERRACE (OUTDOOR TYPE)Ics = 25KA as describe above and shown in SLD. 261 COMMON AREA VRV PANEL AT TERRACE(OUTDOOR TYPE)Ics = 35KA 262 Incomer 263 1 No. Incomer 125 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 264 Bus Bar 265 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 266 The outgoing feeders are as follows : 267 2 Nos. 40Amps 4P feeders each having one number 40 Amps 4P MCB along with 40 4P ELCB (100mA). 268 4 Nos. 32Amps 4P feeders each having one number 32 Amps 4P MCB along with 40 4P ELCB (100mA).. 269 1 set of complete wiring 270 COMMON AREA VRV PANEL AT TERRACE(OUTDOOR TYPE)Ics = 35KA as describe above and shown in SLD. 271 PLUMBING PANEL Ics = 35KA 272 Incomer 273 1 No. Incomer 63Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 274 Bus Bar 275 One set of TPN, AL. bus bar rated 200 Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 276 The outgoing feeders are as follows : 277 2 Nos. of 12 amp rating of TP MCCB of 50 kA breaking capacity with 5 HP DOL motor starter type iico-ordination along with TP power contactors (AC3) with inbuilt 2NO + 2NC contact with necessary additional potantial free auxiliary contactor oprate starter ON/OFF and remote switching, Red, Green & Yellow Indicating Lamps, Start/Stop Push buttons LED type, Auto/Manual/Off selector switch Complete as required. (For Sump Pump -1working&1 standby). 278 2 Nos. of 10 amp rating of TP MCCB of 50 kA breaking capacity with 3 HP DOL motor starter type iico-ordination along with TP power contactors (AC3) with inbuilt 2NO + 2NC contact with necessary additional potantial free auxiliary contactor oprate starter ON/OFF and remote switching, Red, Green & Yellow Indicating Lamps, Start/Stop Push buttons LED type, Auto/Manual/Off selector switch Complete as required. (For Domestic Transfer Pump -1working&1 standby). 279 2 Nos. of 10 amp rating of TP MCCB of 50 kA breaking capacity with 3 HP DOL motor starter type iico-ordination along with TP power contactors (AC3) with inbuilt 2NO + 2NC contact with necessary additional potantial free auxiliary contactor oprate starter ON/OFF and remote switching, Red, Green & Yellow Indicating Lamps, Start/Stop Push buttons LED type, Auto/Manual/Off selector switch Complete as required. (For Flusing Transfer Pump -1working&1 standby). 280 2Nos. of 7.5 amp rating of TP MCCB of 50 kA breaking capacity with 2 HP DOL motor starter type iico-ordination along with TP power contactors (AC3) with inbuilt 2NO + 2NC contact with necessary additional potantial free auxiliary contactor oprate starter ON/OFF and remote switching, Red, Green & Yellow Indicating Lamps, Start/Stop Push buttons LED type, Auto/Manual/Off selector switch Complete as required.(For Flusing Booster Pump -1working&1 standby). 281 2No. of 7.5 amp rating of TP MCCB of 50 kA breaking capacity with1 HP DOL motor starter type iico-ordination along with TP power contactors (AC3) with inbuilt 2NO + 2NC contact with necessary additional potantial free auxiliary contactor oprate starter ON/OFF and remote switching, Red, Green & Yellow Indicating Lamps, Start/Stop Push buttons LED type, Auto/Manual/Off selector switch Complete as required.(1working&1 standby). 282 1No.32 Amps DP MCB 283 1 set of complete wiring 284 PLUMBING PANEL Ics = 35KA Ics = 35KA as describe above and shown in SLD. 285 320KVAR Capacitor PanelIcs = 35KA 286 320KVAR CAPACITOR PANELS (5X50 KVAR + 1X25KVAR + 3X10KVAR+ 3X5KVAR) 287 Supplying, installation, testing & commissioning of factory built floor mounted auto-manualpower factor correction system panel of 320KVAR capacity having 3 phase, Mixed Die Electric(total power loss not exceeding 0.50 W/ KVAR) power capacitor in eleven steps, filled with suitable oil and; provided with 10KVAR fixed capacity and balance Electronic Thyristor switching & detuned filters (min.7%) to supress switching of inrush current and reducing harmonics to improve capcitor life. 288 The system Shall be provided with required capacity master MCCB, to control its main operating parameters such as over loads, short circuit, etc. 289 The panel shall be fabricated in compartmentalized design from CRCA sheet steel of 2mm thick for frame work and covers, having 800 Amp capacity extensible type TPN Aluminium Alloy bus bars of high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 35 MVA for I Sec., bottom base channel of MS section not less than 100mm x 50mm x 5mm thick, fabrication shall be done in transportable sections, entire panel shall have a common GI earth bar of size 75 mm x 10 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears/ accessorieswith required size of Al. bus bars and control wiring with 2.5 sq.mm. PVC insulated FRLS copper conductor Single Core cable, of2 mm thick MS Sheet, provided with exhaust fans (with thermostat) and grills for proper ventilation, interconnections with suitable size conductor cables & lugs and accommodating the following swicthgears & accessories: 290 800Amp 3 Pole ACB- 1 No. 291 LED Indicating light - 12 Nos. 292 One numbers dual source, dual setting, binary typeautomatic power factor sensing and correction relay (12stages) complete with its all accessories etc. asrequired. 293 MCCBof following capacity with spreader link and phase barrier 294 125 A, 3P,MCCB - 5Nos. 295 63 A, 3P,MCCB - 1 Nos. 296 32 A, 3P,MCCB- 6 Nos. 297 L.T. Powerfactorimprovingcapacitor of indoortypesuitable for operation on415 volts AC 3 phase 50 Hzcomplete with bankingarrangement, interconnections with suitable size ofcopper conductor PVCinsulated PVC sheathedunarmoured cable, dischargeresistance etc. as required. 298 Bank of50 KVArrating -5 Sets 299 Bank of 25 KVAr rating -1 Set. 300 Bank of 10 KVAr rating -1 Set. (FIXED TYPE). 301 Bank of 10 KVAr rating - 2 Set 302 Bank of5 KVAr rating -3 Set 303 APFC Panel as described above and shown in SLD 304 OFFICE PANEL-1&5 AT S.F & T.FIcs = 35KA 305 Incomer 306 1 No. Incomer 125 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 307 Bus Bar 308 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 309 The outgoing feeders are as follows : 310 2 Nos. 100Amps 4P feeders each having one number 100 Amps 4P MCCB. 311 2 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB. 312 1 set of complete wiring 313 OFFICE PANEL-1&5 AT S.F & T.FIcs = 35KA as describe above and shown in SLD. 314 OFFICE PANEL-2,3&7 AT S.F & T.FIcs = 35KA 315 Incomer 316 1 No. Incomer 125 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 317 Bus Bar 318 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 319 The outgoing feeders are as follows : 320 1 Nos. 100Amps 4P feeders having one number 100 Amps 4P MCCB. 321 4 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB. 322 1 set of complete wiring 323 OFFICE PANEL-2,3&7 AT S.F & T.FIcs = 35KA as describe above and shown in SLD. 324 OFFICE PANEL-6 ATT.FIcs = 35KA 325 Incomer 326 1 No. Incomer 125 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 327 Bus Bar 328 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 329 The outgoing feeders are as follows : 330 2 Nos. 100Amps 4P feeders each having one number 100 Amps 4P MCCB. 331 2 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB. 332 1 set of complete wiring 333 OFFICE PANEL-6 ATT.FIcs = 35KA as describe above and shown in SLD. 334 OFFICE PANEL-4&8 ATS.F& T.FIcs = 35KA 335 Incomer 336 1 No. Incomer 100 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 337 Bus Bar 338 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 339 The outgoing feeders are as follows : 340 2 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB. 341 1 No. 40Amps 4P feeders having one number 40 Amps 4P MCB . 342 1 set of complete wiring 343 OFFICE PANEL-4&8 ATS.F& T.FIcs = 35KA as describe above and shown in SLD. 344 HVAC PANEL-1ATTERRACEIcs = 35KA(Outdoor Type) 345 Incomer 346 1 No. Incomer 100 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 347 Bus Bar 348 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 349 The outgoing feeders are as follows : 350 2 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB along with 63Amp. 4P ELCB (100mA). 351 1 No. 32Amps 4P feeders having one number 32 Amps 4P MCB along with 40Amp 4P ELCB (100mA). 352 1 set of complete wiring 353 HVAC PANEL-1ATTERRACEIcs = 35KA (Outdoor Type) as describe above and shown in SLD. 354 HVAC PANEL-2,3&7ATTERRACEIcs = 35KA (Outdoor Type) 355 Incomer 356 1 No. Incomer 100 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 357 Bus Bar 358 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 359 The outgoing feeders are as follows : 360 2 Nos. 40Amps 4P feeders each having one number 40 Amps 4P MCB along with 40 Amp. 4P ELCB (100mA). 361 1 No. 32Amps 4P feeders having one number 32 Amps 4P MCB along with 40Amp 4P ELCB (100mA). 362 1 set of complete wiring 363 HVAC PANEL-2,3&7ATTERRACEIcs = 35KA (Outdoor Type) as describe above and shown in SLD. 364 HVAC PANEL-5 &6ATTERRACEIcs = 35KA (Outdoor Type) 365 Incomer 366 1 No. Incomer 100 Amps 4P MCCB with microprocessor based releases for O/C, S/C, 3 Nos. phase indicating lamps to show the incoming power with control 2A TP MCB,and 1 no. digital multifunction meter with matching cast resin CTs. 367 Bus Bar 368 One set of TPN, AL. bus bar rated 200Amps (after considering necessary deratingsof 80%) for phases and neutral for half capacity of phases. 369 The outgoing feeders are as follows : 370 3 Nos. 63Amps 4P feeders each having one number 63 Amps 4P MCB along with 63Amp. 4P ELCB (100mA). 371 1 No. 32Amps 4P feeders having one number 32 Amps 4P MCB along with 40Amp 4P ELCB (100mA). 372 1 set of complete wiring 373 HVAC PANEL-5 &6 ATTERRACEIcs = 35KA (Outdoor Type) as describe above and shown in SLD. 374 Design, Manufacture, Supplying, loading & unloading assembling at site, installation, fixing on the position, testing & commissioning of the following cubical type, dead front, 2.5mm thick sheet steel enclosed, 1600Amp, 4P, MDO, ACB-50kA, without protection relays in 2.5 MM Thick sheet metal enclosed Out door to be located near D.G Set, including emergency push bottom with key lock and provide 5 Nos indicating lamps for status indication ON,OFF , tripped due to fault, DC supply healthy and spring charged complete as required. confirm to degree of protectio IP:55. Also provide M.S. Stand made height 600mm. Maximim height of panel should not be more then 2000mtr. 375 S & F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. (For Lift). 376 S & F surface/Flush mounting 4ways V TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. (For UPS O/P) 377 S&F of 80 to 100 Amp 4 pole MCCB (16 KA) Thermal Magnetic release (For UPS O/P DB Incomer) 378 S&F of 63 Amp. 4 pole MCB(10 KA) C Curve (LIFT DB ICOMER) 379 S&F of 6 Amp. to 32 Amp. TP MCB (10 KA) C Curve ( For UPS O/PDB & LIFT DB Outgoing ) 380 S&F and making connection of 40 Amp. 4 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. (For Lifts) 381 Prepaid Meters 382 Supply , Installation & Commissiong of Dual source- 3 Phase, BIS-13779,BIS 15884 approved, class-1,Static meter 10-60Amp, including software license with RS 485 communication protocols and load manager including thimbling of power and control cables. Metere display show all the basic electrical parameters (V, A,KW,KVA,P.F, KWH / KVAH ).Model No. PE5120 383 Supply , Installation & Commissiong of Dual source- 3 Phase, BIS-13779,BIS 15884 approved, class-1,Static meter ct operated , including software license with RS 485 communication protocols and load manager including thimbling of power and control cables. Metere display show all the basic electrical parameters (V, A,KW,KVA,P.F, KWH / KVAH ).Model No. PE5120 384 Supply , Installation & Commissioning ofGateway RS485 to Ethernet Converter( Ethernet converter make : Elmeasure) MODEL NO :- GW1500 L 385 Supply , Installation & Commissioning of Software for pre / post metering with facilities:-1. Option configure meter for sanctioned load, terrif, happy hours day2. Option to recharge meter/ bill payment generation.3. Online portals for flat owners to check meter detail & online payment4. Report generation.Mobile app for administrators as well as individuals (Price of this item is excluded in energy meter price) (Make :- Elmeasure) 386 Energy meter sensing Cable :-Supply , Installation & Commissiong 2 Core 0.5 Sq.RS 485, tinted copper communication cablein conduit (meter to meter loop and connected to gateway) 387 DG sensing cable:-Supply , Installation & Commissiong 2 core 1.5mm flexible power cable for DG sensing 388 Supply , Installation & Commissiong of 9 Port Unmanaged switches as per the requirement. 389 SITC of Payment gateway for online recharge facility.(MYgate or NoBrokerHood)including SMS gateway for one year for alerts,(SMS alert if DG sensing is not done in any energy meters). 390 Supply, installation, testing & commissioning of Computer System with Configuration: System Processor - HP ML10, XEON E3 or Higher Version, Operating- System - Windows 10, RAM- 16GB or More, HDD 1 TB, Monitor 17 inch, Keyboard and Mouse. Standard warranty 3 yrs. direct from HP or equivalentThe software should be inclusive of the following:- 1) Connectivity to all meter to the PC.2) Monitoring the Grid & Supply Enery based on real time data.3) Generate the Electricity Bill for Clients.4) Pre paid system with Meter charging app to charge the meter through Paytm, Internet banking, Gpay, Phonepay, Bhim etc as per current payment scenario. Also it shall be capable to show the real time data i.e balance amount, daily basis consumption etc on user / client mobile / any other devices.5) Automatically Maintenance charges deduction. 6) Check & Balance of total energy and energy losses.7) Automatic Alert / Massage to Client / Users for Low Balance. 391 Supply , Installation & Commissiong of Cat 6 cable supply for for network end to end connectivity between meter board and server room 392 Supply , Installation & Commissiong of Cat 6 patch cord for network connectivity between DLC & MC. 393 SUB HEAD-V-STREET LIGHTING ELECTRICAL WORKS 394 Supply,unloading at site of following Outdoor type feeder pillar double door lockable type with epoxy paint. This panel shall be mounting on MS/brick pedestal support upto 400mm high from ground level,cubical, dust, vermin proof and outdoor type (IP65) fabricated as per specification laid in document with following incomming and outgoing feeders including making connections/inter-connections testing and earthing etc. required. 395 Feeder Pillar-01(Outdoor Type - IP 65)Ics=25 KA (FOR EXTERNAL LIGHTING) 396 Incomer:- 397 1 No. Incomer 63Amps 4P, MCCBwith microprocessor based O/C, S/C protections having 3 Nos. phase indicating lamps to show the incoming power control with MCB & 1 no. digital voltmeter with separate selector switch, 1 no. ON/OFF indication 398 63A TP,Cont with ON/ OFF indication lamp,ON/ OFF /TRIP,A/M Switch,Start/Stop push button and along with synchronizing 24 hours timer in auto mode. 399 Bus Bar : 400 A set of TPN, Cu. bus bar rated 150 Amps (after considering necessary deratings of minimum 0.80) for phases and neutral for half capacity of phases. 401 The outgoing feeders as follow: 402 4 Nos.16A 4P outgoing feeder each having 1 no. 16A 4P MCB 403 4 Nos.16A DP outgoing feeder each having 1 no. 16A DP MCB 404 3 Nos. 32 DP outgoing feeder each having 1 no. 32A DP MCB. (connected Before Timer and contector) 405 2Nos.16A 4P outgoing feeder each having 1 no.16A DP MCB(Spare) 406 1 set of complete wiring 407 External Lighting Panel as described above and shown in SLD 408 CABLE SUPPLY, LAYING & TERMINATION 409 Supply & laying of PVC insulated PVC sheathed armoured / unarmored aluminium/copper conductor cable directly in ground.The laying involves digging, making sand cushion cover on top and bottom of cable, providing brick support and filling with excavated earth for following sizes. 410 4c x 16 sqmm Al. Arm xlpe cable 411 3c x 4 sqmm cu. Arm xlpe cable 412 3c x 2.5 sqmm cu. Arm xlpe cable 413 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. 414 4c x 16sqmm Al. Arm xlpe cable 415 3c x 4 sqmm cu. Arm xlpe cable 416 3c x 2.5 sqmm cu. Arm xlpe cable 417 POLES 418 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 419 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. 420 CAT- AAA 421 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 422 SUBHEAD-VI-LIGHTNING CONDUCTOR 423 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 as required. 424 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 425 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 426 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 427 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. 428 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. 429 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. 430 SUB HEAD VII- EARTHING 431 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 432 Supply and burying of 600mm x 600mm x 6mm G.I.plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc.as per directions of Engineer-in-charge complete in all respect. 433 Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipeand copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc.complete in all respect. 434 Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect. 435 Supply and laying of 25mm x 5mm G.I. strip from earth electrode directly in the ground as required complete in all respect. 436 Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. 437 Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required. 438 Providing and fixing earth bus of 50 mm X 5 mm G.I strip on surface for connections etc. as required. 439 SUBHEAD-VIII-MV CABLE SUPPLY, LAYING AND TERMINATION 440 Supply of the following 1100 volts grade, Aluminium/Copper conductor, XLPE insulated, PVC sheathed, steel armoured/Unarmoured cables as per IS 7098 Part-1and as per technical specifications of this tender and directions of Engineer-in-Charge. 441 4 CORES AL. CONDUCTOR 442 16 sq.mm. Al Ar. XLPE cable 443 25 sq.mm. Al Ar. XLPE cable 444 3.5 CORES AL. CONDUCTOR 445 35 sq.mm. Al Ar. XLPE cable 446 50 sq.mm. Al Ar. XLPE cable 447 70 sq.mm. Al Ar. XLPE cable 448 95 sq.mm. Al Ar. XLPE cable 449 185 sq.mm. Al Ar. XLPE cable 450 300 sq.mm. Al Ar. XLPE cable 451 4 CORES Cu. CONDUCTOR 452 10 sq.mm. Cu. PVC Ar. cable 453 Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. 454 MV CABLE JOINTING & END TERMINATION 455 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.(Y-34) 456 3½ X 35 sq. mm (32mm) 457 3½ X 50 sq. mm (35mm) 458 3½ X 70 sq. mm (38mm) 459 3½ X 95 sq. mm (45mm) 460 3½ X 185 sq. mm (57mm) 461 3½ X 300 sq. mm (70mm) 462 4 X 16 sq. mm (28mm) 463 4 X 25 sq. mm (28mm) 464 Supplying and making end termination with brass compression gland andCu lugs for following size of PVC insulated and PVC sheathed / XLPEcu conductor cable of 1.1 KV grade as required. 465 10 sq.mm. Cu. PVC Ar. cable 466 Supply, Unloading, shifting, Storing, Laying, Fixing, Testing, Commissioning & Single compression heavy duty glandsoffollowing sizes of Control Cables, Solid Copper conductor single stranded conductor, XLPE Insulated, cores laid up, PVC tape / Extruded Inner sheathed ,Glavanised round wire Armour, extruded PVC Type, 650V grade on existing cable trays/ in existing hume pipes/ PVC pipes/ GI pipes/ on surface of slabs, walls or masonary/ RCC trenches/ ducts including cables ties, GI saddles, clamps and necessary hard ware. 467 6 core x 2.5 sq. mm cable 468 10 core x 2.5 sq. mm cable 469 24 core x 2.5 sq. mm cable 470 SUBHEAD-IX-CABLE TRAYS 471 Hot Dipped Galvanized Iron Cable Tray 472 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 473 150 mm width X 50 mm depth X 1.6 mm thickness 474 300 mm width X 50 mm depth X 1.6 mm thickness 475 450 mm width X 50 mm depth X 2.0 mm thickness 476 600 mm width X 50 mm depth X 2.0 mm thickness 477 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 478 150 mm width X 50 mm depth X 1.6 mm thickness 479 300 mm width X 50 mm depth X 1.6 mm thickness 480 450 mm width X 50 mm depth X 2.0 mm thickness 481 600 mm width X 50 mm depth X 2.0 mm thickness 482 Supplying and installing following size of perforated hot dipped galvanised iron cable tray tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with g.i. suspenders including g.i. bolts & nuts, etc. as required. 483 150 mm width X 50 mm depth X 1.6 mm thickness 484 300 mm width X 50 mm depth X 1.6 mm thickness 485 450 mm width X 50 mm depth X 2.0 mm thickness 486 600 mm width X 50 mm depth X 2.0 mm thickness 487 SUB-HEAD X-GAS Suppression System for Panels 488 SITC of DLP Direct Low Pressure with UL-Listed Lightweight Non-Corrosive Aluminium Cylinder with High grade Stainless Steel 304 Valve Body, Highgrade Brass Isolation Ball Valve 40 bar, High stainless steel Cylinder Mounting Bracket, UL Listed Pressure switch with factory-set for operation, double-throw configuration provides versatile control. The switch is equipped with an O-ring connection for secure, leak-free operation.,High Grade Stainless Steel 304 End of Line (EOL) adaptor with slip-on straight union and Pressure gauge, Stainless Steel 304 Schrader Adaptor with (removable) Pressure Gauge (to indicate pressure of the cylinder) Stainless steelsyphon Tube. Valve filled with CLEAN AGENT 3M NOVEC 1230/AFX-FK-1230 Gas and All components must have ATEX,UL,UKAP,LPCB and IAF approvals.Bidder or supplier must have to submit the OEMsAuthorisation letter and product approvals at the time of bid submission for the warrenty and product assurence. Approved make list- Regulas, AFX-(T), Janus. 489 DLP 4 KG System filled with 3M Novec-1230/AFX-FK-1230 (UL approved) Clean Agent Gas. 490 DLP 2 KG System filled with 3M Novec-1230/AFX-FK-1230 (UL approved) Clean Agent Gas. 491 DLP 1 KG System withfilled with 3M Novec-1230/AFX-FK-1230 (UL approved) Clean Agent Gas. 492 SITC offire detection tube The tube shall be UL Listed, made of modified polyamide, has an internal diameter of 4mm and an external diameter of 6mm. It operates under pressures ranging from 15 to 18 bar, with a minimum burst pressure of 123 bar. The tube is designed with excellent resistance to ozone and UV degradation test certificate to be attached. The bend radius of the tube is 42mm, making it flexible and adaptable to various installation environments. 493 SITC of End of line plug for automatic fire suppression system used for fitting at tube end to terminate the point. Fitting made by brass nickel plated material. 494 SITC of Tee connection 6/6mm Dual Seal Slip-on Swivel Tee High grade Brass Nickle plated material with maxmium pressure 25bar. 495 The stainless steel end-of-line adapter is equipped with a non-return valve and is compatible with 4/6mm tubing. It operates within a pressure range of 13–25 bar, with a maximum pressure of 72 bar, and is designed to withstand temperatures from -20°C to +120°C. 496 SITC of Master Control Unit 2 Zone with audio visual alarm control panel, 2 NO/NC potential free relay contacts discharhe LED indicator, Battery LED indicator system stuts indicator and AC power On LED indicator. 497 SUB HEAD - I - (WET RISERSYSTEM - PUMPING EQUIPMENTS) 498 Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : 499 Horizontal type, multistage, centrifugal, split casing pump of cast iron body & steel Stainless impeller with stainless steel shaft, mechanical seal complete. 500 Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325. 501 M.S. fabricated Common base plate, coupling, coupling guard, pressure switch , pressure gauge , vibration eliminator pads , foundation bolts etc. as required. 502 Suitable cement concrete foundation duly plastered with anti vibration pads. 503 2280 lpm at 70 m Head 504 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) 505 Horizontal type, multistage, centrifugal, split casing pump of cast iron body & steel Stainless impeller with stainless steel shaft, mechanical seal complete. 506 Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 15 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. 507 M.S. fabricated Common base plate, coupling, coupling guard, pressure switch , pressure gauge , vibration eliminator pads , foundation bolts etc. as required. 508 Suitable cement concrete foundation duly plastered and with anti vibration pads. 509 2280 lpm at 70 m Head 510 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) 511 Horizontal type, multistage, centrifugal, split casing pump of cast iron body & steel Stainless impeller with stainless steel shaft, mechanical seal complete. 512 Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325. 513 M.S. fabricated Common base plate, coupling, coupling guard, pressure switch , pressure gauge , vibration eliminator pads , foundation bolts etc. as required. 514 Suitable cement concrete foundation duly plastered and with anti vibration pads. 515 180 lpm at 70 m Head 516 Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shadeas required. . 517 Providing, installation, testing and commissioning of stainless steel Ystrainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange 518 80 mm dia 519 150 mm dia 520 250 mm dia 521 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : 522 250 mm dia 523 200 mm dia 524 150 mm dia 525 80 mm dia 526 Providing and fixing of Rubber Flexible Coupling with Control Unit PN:16 including Matching flanges & fastner. 527 150 mm dia 528 80 mm dia 529 SUB HEAD - II - (HYDRANTS SYSTEM) 530 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : 531 Single headed Stainless steel 532 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 533 Stainless Steel (Grade 304) 534 Supplying & fixing 63 mm dia gun metal short branch pipe with 20mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required: 535 Stainless Steel (Grade 304) 536 Providing, installation, testing and commissioningweatherproof lockable cabinet of size not less than0.90 x 0.60 x 0.30 mtr made out of M.S. sheet 2mm thick havingcentral openingand 6 mmthick glazedglass doors (Two nos.)suitably markedon the outside with the letters FIRE HOSE including necessary lockingarrangement and shall be painted with one coat of primer and two coats of synthetic enamel paint of approved shade as required as per specifications. 537 Supplying, installation, testing and commissioning of fire brigade connection of cast iron body with gun metal male & female instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 538 2 way - 100 mm dia M.S. Pipe 539 4 way - 150 mm dia M.S. Pipe 540 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 541 Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required 542 SUB HEAD - III - (PIPING, VALVES AND ACCESSORIES) 543 MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 544 150 mm dia 545 200 mm dia (wall thickness 6.3 mm) 546 250 mm dia (wall thickness 6.3 mm) 547 Providing, laying, jointing, testing & commissioning of heavy classM.S. pipes conforming to IS: 1239/3589 complete with fittings including trenching ,refilling and wraping coating etc.(external work) including all fittings andaccessories like tees, elbows, flanged joints, rubber insertion, nuts, bolts or cutting and welding joints. Providing thrust block at distance specified as per specifications. (Pipe shall be provided with anti corrosive protective treatment with coal tar/asphalt tape confirming to IS: 10221 standard complete as per specification). All work complete as per specification and as directed by Engineer-In-Charge. (All the fitting i.e. tee /elbow etc. for Valve connections etc. will be flanged joints). 548 150 mm dia 549 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 550 80 mm dia 551 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 552 80 mm dia 553 150 mm dia 554 200 mm dia 555 Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronzeworkingpartscomprisingofwatermotor alarm, bronze seat clapper, clapper arm and hydraulically drivenmechanical gong bell to sound continuousalarmwhen thewet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve completewith drainvalveandbypass, test control box, ball valves, MSpipeof requiredsize, flanges,orificeplate,gasket etc of follwing sizes as required : 556 150mm dia 557 SUB HEAD - IV - (FIRE EXTINGUISHERS) 558 Supply, installation, testing and commissioning of ISI marked Fire and wall suspension bracket fire Extinguisher, Trolley mounted carbon-dioxide type capacity 25 Kg. conforming to IS: 2878 Flat base including valve, discharge hose of not less than 10mm dia 1m long complete in all respects including wheeled trolley, carrying handle and initial fill with CO2 gas as per IS: 307-1996 filled to a filling ratio of not more than 0.667. 559 Supply, installation, testing and commissioning in position approved make fire bucket of 24 gauge, galvanized steel, standard 9 liters capacity and of round bottom shape, painted white inside and red outside and black on bottom dome with letters ‘FIRE’ in black and gold with all mounting bracket and screws. 560 Supply, installation, testing and commissioning of fire Bucket Stand including sheet metal (16 gauge) shade for 5 buckets. Platform and associated civil works complete. 561 SUB HEAD - V - (ELECTRICAL PANEL) 562 Fire Fighting Main Panel 563 Incoming 564 800A, 50kA 4 Pole MCCB, Ics=100% Icu rating 565 Digital Voltmeter 0-500V with selector switch 566 Digital Ammeter (0-800 A) with selector swtich & CTs etc. 567 LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps 568 Set of Copper Bus Bar 300A 569 OUTGOING 570 ( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps) 571 Main Fire Pump 572 250 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2sets 573 Jockey Pump 574 63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2sets 575 DIESEL ENGINE CONTROL 576 Control for diesel engine comprising - 577 Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode 578 Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication 579 Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter 580 All standard relays and accessories for automatic operation of diesel engine 581 System Controller 582 Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification. Fire panel as above

BRR : 9443251 Tender For Development Of Tourism Office At Distt. Deoria, 1 TOURIST FACILITATION CENTER (Civil) 2 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Excavation by Manual means [Special tools] 3 From Lvl. 0.00 To 1.50 Mtr 4 Filling of carted earth. 5 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Km from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour, T&P etc. required for proper completion the work. 6 Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, tools and plants etc. required for proper completion the work. 7 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete 8 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 9 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. 10 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto plinth Lvl.(M-25) 11 R.C.C. work in Footing 12 R.C.C. work in Column 13 R.C.C. work in Beam 14 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto Above Lvl.(M-25) 15 R.C.C. work in Lintel 16 R.C.C. work in Slab 17 R.C.C. work in Beam 18 R.C.C. work in Column 19 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 20 Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 21 Providing machine made Wire Cut Bricks in Arches where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 22 Extra for forming cavity 42 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 460 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design. 23 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) 24 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 25 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 26 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 27 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 28 Upto Plinth Lvl. 29 Above Plinth Lvl. 30 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 31 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 32 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 33 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 34 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm 35 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 36 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 37 Providing and fixing three-layer construction, wooden plank/engineered Wood size185—200 mmX 2000-2426 mmof 3 strip oak with a total thickness of 15 mm and a wear layer thickness of 3.5mm should be resandable up to 2 to 3 times. Surface Treatment: Matt/ Ultra matt Lacquer, Core: Pine/ Spruce/ Alder. Joint: Woodloc 5S, fifth-generation locking system, Moisture Content as per EN 13183: 7%, Reaction to fire as per EN13501-2:1 Dfl- s1CARB 2 compliant, Biological Durability as per EN350-2 Class1 confirming to strict quality and environment norms. It should be certified by PEFC, FSC, Blue Angel, and Real Wood.Matching Accessories like skirting & profile with,. Installation should be done by a trained and authorized team on Zero level of the hard surface .Make-Kahrs, Armstrong 38 Kota stone slab flooring 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) :25 mm thick 39 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 40 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 41 Granite of any colour and shade (Area of slab upto 0.50 sqm) 42 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 43 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 adjoiningwalls 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. 44 (d) Finishing the surface with 20 mm thick jointless 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 minimum period 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”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 45 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 46 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 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. 50 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 52 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 53 Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 54 Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 55 Float glass panes 56 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 57 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 58 Providing and fixing to existing door frames. 59 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelleddoor shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturatedpolyester resin, moulded to 3 mm thick FRP laminate forforming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 60 Supply and fix powder coated Aluminium louvered door double leaves type overall size as per drawing for maintenance opening in the service area ,with all required fixing angles, bolts, welding including1’ wide Aluminium Louvers of approved shade in door Including allaccessories required for installation of the louvers, painting and priming and all required as per drawings and Engineer instructions in charge 61 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 62 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 63 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 64 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 65 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 67 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. 68 (a) 300mm x 16mm 69 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 70 (a) 250 mm x 10mm 71 (b) 200 mm x 10mm 72 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 73 125 mm 74 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 75 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 76 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 77 Construction of drain along with apron. 78 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 79 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 80 a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 81 b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 82 c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 83 d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 84 Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 85 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. 86 The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm 87 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 88 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 89 Providing & fixing mineral fibre false ceiling tiles at all height of size 595 x 595 mm. of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85% Thermal Conductivity k = 0.052- 0.057 w/m K, Fire performance as per (Bs 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all around galvanized iron secion of 0.33mm thick (galvanized @ 120 gsm) 90 comprising of main T-Runners of 15x32mm of length 3000mm, cross T of size 15x32mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to 91 centre along main T. The system should rest on periphery walls/ partitions with the help of G.I. perimeter wall angle of size 24x24x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyster baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 92 With 16 mm thick beveled tegular mineral fibre false ceiling tile 93 Centering and shuttering including strutting, propping etc. and removal of form for 94 Foundations, footings, bases of columns, etc. for massconcrete 95 Suspended floors, roofs, landings, balconies and accessplatform 96 Lintels, beams, plinth beams, girders, bressumers andcantilevers 97 Columns, Pillars, Piers, Abutments, Posts and Struts 98 Providing, Suppling & fixing of cultural Terracotta tile mural work of 20mm thick inspired from the extraction of Ramayana and the Local Tangible context as per architect incharge. 99 FIRE FIGHTING WORKS 100 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 101 150 mm dia. 102 100 mm dia. 103 80 mm dia. 104 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 105 150 mm dia. 106 100 mm dia. 107 80 mm dia. 108 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 109 150 mm dia. 110 100 mm dia. 111 80 mm dia. 112 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 113 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 114 4 way - 150 mm dia M.S. Pipe 115 TOTAL OF SUBHEAD-I 116 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in allrespects, as required: (Terrace Pump) 117 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 118 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 119 (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 120 (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 121 900 lpm at 35 m Head 122 450 lpm at 35 m Head 123 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 124 Providing & fixing of start/stop push buttons including complete connection etc. as required. (for terrace booster pump) 125 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 126 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 127 150 mm dia. 128 100 mm dia. 129 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 130 150 mm dia. 131 100 mm dia. 132 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 133 80 mm nominal bore 134 100 mm nominal bore 135 150 mm nominal bore 136 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 137 Single headed Gunmetal 138 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 139 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 140 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 141 40 m 142 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 143 Gun metal 144 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 145 Gun metal 146 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 147 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 148 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 149 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 150 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 151 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 152 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 153 TOTAL OF SUBHEAD-III 154 FIRE FIGHTING PANEL 155 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 9.3 KW/12.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. Star delta starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 156 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 157 Supply, installation , testing & commissioning of XLPE insulated and PVC outer sheathed Aluminium conductor armoured cable of 1.1 KV grade confirming to IS : 7098:1988 (with upto date amendments) of following sizes. 158 3 Core, X 10 sqmm. 159 3 Core, X 6 sqmm. 160 Supplying and making end termination with brass compression gland & Al.lugs for following sizes of PVC insulated, PVC sheathed/ XLPE Al.conductor cables of 1.1 KV grade as required. 161 3 Core, X 10 sqmm. 162 3 Core, X 6 sqmm. 163 Supplying and laying control wiring with multicore copper stranded conductor of following sizes PVC insulated, PVC sheathedarmoured cable between various sensors and system controller/starter etc.in pump house & out side on surface/existing cable tray complete with connections at both end with glands etc.as required 164 4 x 2.5 sq.mm 165 2 x 2.5 sq.mm 166 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 167 150 mm width x 50mm depth x 1.6 mm thickness. 168 FIRE ALARM SERVICES 169 Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 170 6 zone panel for fire alarm system 171 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. 172 Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set. 173 Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No. 174 Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set. 175 Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set. 176 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 177 4-Zone Panel. 178 6-Zone Panel. 179 10-Zone Panel. 180 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 181 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 182 Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 183 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete asrequired. 184 Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required. 185 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 186 INTERNAL W/S & SANITATION WORK 187 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 188 W.C. pan with ISI marked white solid plastic seat and lid 189 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 190 Providing & fixing toilet paper holder 191 C.P. brass 192 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 193 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 194 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 195 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 196 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:- 197 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 198 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 199 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 200 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 201 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. 202 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 203 15 mm nominal bore 204 Providing and fixing uplasticised PVC connection pipe with brass unions : 205 45 cm length 206 15 mm nominal bore 207 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 208 100 mm diameter 209 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 210 15 mm nominal bore 211 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 212 15 mm nominal dia 213 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 214 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 215 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 216 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 217 Kitchen sink with drain board 218 510x1040 mm bowl depth 200 mm 219 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 220 Flexible Pipe 221 32mm Dia 222 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 223 15mm nominal bore 224 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 225 15mm nominal bore 226 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 227 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 228 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 229 Granite Stone of approved shade 230 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 231 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 232 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. 233 Capacity 25 Liters 234 TOTAL OF SUBHEAD-I 235 SUB HEAD-II-WATER SUPPLY 236 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 237 Concealed work, including cutting chases and making good the walls etc. 238 For Internal Toilet 239 15 mm nominal outer dia Pipes 240 20 mm nominal outer dia Pipes 241 25 mm nominal outer dia Pipes 242 32 mm nominal outer dia Pipes 243 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including 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. 244 Internal work - Exposed on wall 245 20 mm nominal bore 246 25 mm nominal bore 247 32 mm nominal bore 248 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 249 Terrace loop & Tank Filling Pipe 250 40 mm nominal bore 251 50 mm nominal bore 252 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 253 40mm diameter pipe 254 50mm diameter pipe 255 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 256 40mm diameter pipe 257 50mm diameter pipe 258 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 259 For vertical pipe connection with terrace ringmain 260 20 mm nominal bore 261 25mm nominal bore 262 32mm nominal bore 263 40mm nominal bore 264 50mm nominal bore 265 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 266 25 to 40 mm nominal bore 267 50 to 80 mm nominal bore 268 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 269 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 270 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. 271 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 272 15mm dia (9 mm thickness) 273 20mm dia (9 mm thickness) 274 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 275 Lehry Make Automatic OHT Level Control System Consist of Following Items 276 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 277 40mm 278 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 279 25mm dia. 280 32mm dia. 281 40mm dia. 282 50mm dia. 283 65mm dia. 284 80mm dia. 285 100mm dia. 286 150mm dia. 287 200mm dia. 288 250mm dia. 289 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 290 110 mm dia (for rain water) 291 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 292 Single Push Fit Coupler 293 110 mm dia 294 Single tee with door 295 110x110x110 mm 296 Plain bend 87.5 deg 297 110 mm dia 298 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 299 110 mm dia 300 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 301 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 302 All kind of soil 303 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 304 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 305 100mm dia SWpipe 306 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 307 Internal Toilet (Soil & Waste Pipe) 308 75 mm 309 110 mm 310 Exposed on Wall (Soil & Waste Pipe) 311 110 mm 312 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 313 Bend without door (45°) 314 75mm 315 110mm 316 Bend without door (87.5°) 317 75mm bend 318 110mm 319 Y Fitting without door 320 75mm 321 110mm 322 Single Tee without door 323 75mm 324 110 mm 325 Single Tee with door 326 75mm 327 110 mm 328 Bend with door (87.5°) 329 75mm 330 110 mm 331 Clean Out Plug (COP) 332 75mm 333 110 mm 334 Reduced Y Fitting without door 335 110mm x 75mm 336 Reduced Tee with door 337 110mm x 75mm 338 Coupler 339 75mm 340 110mm 341 Vent Cowl 342 110mm 343 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 344 For Wash basin & Urinal 345 32mm dia. Pipe 346 50mm dia. pipe 347 Elbow (45°) 348 32mm 349 50mm 350 Elbow (90°) 351 32mm 352 50mm 353 T fitting 354 32mm 355 50mm 356 Coupler 357 32mm 358 50mm 359 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 360 110mm x 75mm x 50mm/40mm (Toilet) 361 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 362 110mm x 75mm (Toilet & Kitchen) 363 Providing and fixing PTMT grating of approved quality and colour. 364 Rectangular type with openable circular lid 365 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 366 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 367 150 x 100mm size P-type 368 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 369 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 370 100 mm diameter 371 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 372 All kind of soil 373 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 374 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 375 100mm dia SWpipe 376 INTERNAL ELECTRIFICATION WORKS 377 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. 378 Group - B 379 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. as required. 380 Wiring for group controlled (looped) 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 earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required 381 Group -A 382 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 383 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 384 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 385 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 386 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 387 2 x 10 sq.mm + 1 x 6sq.mm. earth wire 388 2 x 16 sq.mm + 1 x 6sq.mm. earth wire 389 4 x 6 sq.mm + 2 x 6 sq.mm. earth wire 390 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 391 4 x 16 sq.mm + 2 x 6sq.mm. earth wire 392 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 393 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 394 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 395 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 396 Wiring for light/ power plug plug with 2 X 4 sq. mm FRLC PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FRLC PVC insulated copper conductor single core cable for loop earthing as required 397 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 398 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 399 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 400 5/6 A switch 401 3 pin 5/6 A socket outlet 402 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 403 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 404 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 405 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 406 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 407 Upto 450 mm sweep 408 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 409 Supply of surface/Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 410 Supply of surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 411 Supply of LED 4ft 2x20W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor Make Jaguar LUNI01X220XW, Philips / BAJAJ or Eq. 412 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 413 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 414 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 415 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 416 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 417 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 418 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 419 Supplying and fixing brass batten/ angle holder including connection etc. as required. 420 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 421 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 422 MACTY SURFACE DOWNLIGHT Divinity Sarface Macty Up and Down Light Outdoor Fixture (IP-65) Optical system=LensWattage=2x10WLumen=1600lmCCT=3000KCRI>80Beam Angle=12° /24° / 36° / 60°Driver=Non Dimmable Material=Aluminium Dia castingStandard Lifetime=L70Minimum 50000 HoursFinish=BlackDimension=Dia=100mm,H=100mm 423 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS 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. 424 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 425 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. 1200 mm sweep ceiling fan 426 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 427 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 428 300mm EXHAUST FAN 429 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 430 63 A,25KA,FP MCCB 431 100 A,30KA,FPMCCB 432 125 A,36KA,FPMCCB 433 160 A,25KA,FP MCCB 434 200 A, 36KA,FPMCCB 435 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, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 436 6 Way Double Door 437 8 way, Double door 438 12 way, Double Door 439 16 way, Double Door 440 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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) 441 4 Way Double door 442 6 way Double door 443 8 way Double door 444 12 way Double door 445 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 446 4 way (4 + 12), Double door 447 8 way (4 + 24), Double door 448 Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required. 449 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 450 40 amps SP MCB 451 40 amps DP MCB 452 63 amps DP MCB 453 40 amps TP MCB 454 63 amps TP MCB 455 40 amps 4P MCB 456 63 amps 4P MCB 457 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 458 40 amps 459 63 amps 460 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 461 40 amps 462 63 amps 463 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 464 25 amps 465 40 amps 466 63 amps 467 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 468 Single pole 469 Double pole 470 Triple pole 471 Triple pole and neutral 472 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 473 Supplying and fixing 1P LCD Energy Meter 5-30A with BOX 474 Supplying and fixing 3Ph 4 W kWh Dir base mtg 240V 10- 60 A Energy Meter 475 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 476 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 477 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. in the existing trench, complete as required. 478 90 mm dia (OD-90 mm & ID-76 mm nominal) 479 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 480 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 481 The minimum clearances between bus bars shall be as follows : 482 Phase to phase - minimum 20mm 483 Phase to neutral-minimum 15mm 484 MAIN PANEL 485 Same as above item but following mountings. 486 INCOMER:- 487 One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release 488 Metering : 489 1 Set of CTs one of 160/ 5Amp ratio for Multifunction Meter 490 One (1) Set of Phase Indication Lamp. 491 Bus Bar : 492 One (1) No.200 Amp.TPN aluminimum bus bar of suitable length. 493 Outgoing : 494 Phase indication lamps on each outgoing to be provided. 495 40 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 6 No 496 63 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 2 No 497 10 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No 498 2 Nos.Space & Spare 499 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 500 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 etc. (but with charcoal or coke and salt) as required. 501 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 2.7 metre long etc. with charcoal/ coke and salt as required 502 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 503 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 504 Providing and Fixing 6 SWG dia G.I. Wire on surface or in recess for connection etc. as required. 505 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 506 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 507 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 508 2 Pair (4 core) 509 Providing, laying, connecting and testing of multi-core telephone unarmoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 510 100 Pair telephone cable 511 20 Pair telephone cable 512 10 Pair telephone cable 513 5 Pair telephone cable 514 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 515 5 Pair tag block 516 10 pair tag block 517 20 pair tag block 518 100 pair tag block 519 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. 520 20mm dia PVC conduit 521 25mm dia PVC conduit 522 32mm dia PVC conduit 523 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 524 1 or 2 Module (75mmX75mm) 525 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 526 Telephone socket outlet 527 TV antenna socket outlet 528 Bell Push 529 RJ-45 Data Socket outlet 530 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 531 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 532 1 run of cable 533 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 534 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 535 Up to 35 sq.mm. 536 Above 35 sq.mm. and up to 95 sq.mm. 537 Above 95 sq.mm. and upto 185 sq.mm. 538 Above 185 sq.mm. and up to 400 sq.mm. 539 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 540 Up to 35 sq.mm. 541 Above 35 sq.mm. and up to 95 sq.mm. 542 Above 95 sq.mm. and upto 185 sq.mm. 543 Above 185 sq.mm. and up to 400 sq.mm. 544 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 545 Up to 35 sq.mm. 546 Above 35 sq.mm. and up to 95 sq.mm. 547 Above 95 sq.mm. and upto 185 sq.mm. 548 Above 185 sq.mm. and up to 400 sq.mm. 549 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 550 Up to 35 sq.mm. 551 Above 35 sq.mm. and up to 95 sq.mm. 552 Above 95 sq.mm. and upto 185 sq.mm. 553 Above 185 sq.mm. and up to 400 sq.mm. 554 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 555 Up to 35 sq.mm. 556 Above 35 sq.mm. and up to 95 sq.mm. 557 Above 95 sq.mm. and upto 185 sq.mm. 558 Above 185 sq.mm. and up to 400 sq.mm. 559 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. 560 Up to 35 sq.mm. 561 Above 35 sq.mm. and up to 95 sq.mm. 562 Above 95 sq.mm. and upto 185 sq.mm. 563 Above 185 sq.mm. and up to 400 sq.mm. 564 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 565 Upto 35 sq. mm (clamped with 1mm thick saddle 566 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 567 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp 568 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 569 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 570 Upto 35 sq. mm (clamped with 1mm thick saddle) 571 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 572 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 573 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 574 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 575 3.5 x 400 sq.mm. 576 3.5 x 300 sq.mm. 577 3.5 x 240 sq.mm. 578 3.5 x 185 sq.mm 579 3.5 x 150 sq.mm 580 3.5 x 120 sq.mm 581 3.5 x 95 sq.mm 582 3.5 x 70 sq.mm 583 3.5 x 50 sq.mm 584 3.5 x 35 sq.mm 585 3.5 x 25 sq.mm. 586 4 x 25 sq.mm 587 4 x 16 sq.mm 588 4 x 10 sq.mm 589 4 x 6 sq.mm 590 2 x 16 sq.mm, 591 2 x 10 sq.mm, 592 2 x 6 sq.mm, 593 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 594 2 X 6 sq. mm (19mm) 595 2 X 10 sq. mm (19mm) 596 2 X 16 sq. mm (22mm) 597 3½ X 25 sq. mm (28mm) 598 3½ X 35 sq. mm (32mm) 599 3½ X 50 sq. mm (35mm) 600 3½ X 70 sq. mm (38mm) 601 3½ X 95 sq. mm (45mm) 602 3½ X 120 sq. mm (45mm) 603 3½ X 150 sq. mm (50mm) 604 3½ X 185 sq. mm (57mm) 605 3½ X 225 sq. mm (62mm) 606 3½ X 240 sq. mm (62mm) 607 3½ X 300 sq. mm (70mm) 608 3½ X 400 sq. mm (82mm) 609 4 X 10 sq. mm (25mm) 610 4 X 16 sq. mm (28mm) 611 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 612 100 mm dia 613 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 614 100mm dia 615 150 mm dia 616 250 mm dia 617 300 mm dia 618 Supplying and laying of following size DWC HDPE pipe ISI markedalong 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) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 619 90 mm dia (OD-90 mm & ID-76 mm nominal) 620 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 621 100 mm wide x 50 mm depth x 1.6 mm thickness. 622 150 mm wide x 50 mm depth x 1.6 mm thickness. 623 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 624 100 mm wide x 50 mm depth x 1.6 mm thickness. 625 150 mm wide x 50 mm depth x 1.6 mm thickness. 626 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 627 100 mm wide x 50 mm depth x 1.6 mm thickness. 628 EXTERNAL SEWERAGE & WATER SUPPLY SYSTEM 629 COST OF SEWERAGE WORKS 630 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 631 up to 1.50 m depth 632 Pipes 80 mm to 300 mmdiameter 633 1.50 m to 3.00 m depth 634 Pipes 80 mm to 300 mmdiameter 635 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 636 Depth not exceeding 1.5 meter 637 Depth 1.5 to3.00meter 638 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 639 150 mm.dia. RCCPipes 640 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 641 150 mm.dia. RCCPipes 642 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 643 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 644 With common burnt clay FPS (non modular) bricks of class designation 75 645 (i) For Sewer Line 646 Extra for depth for manholes: 647 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 648 Inside size 90x120cms and 90cms deep including CI 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 58kg). 649 With common burnt clay FPS (non modular) bricks of class designation 75 650 (i) For Sewer Line 651 Extra for depth for manholes: 652 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 653 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 654 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 655 80mm nominal bore. 656 65mm nominal bore. 657 50mm nominal bore. 658 40mm nominal bore. 659 32mm nominal bore. 660 25mm nominal bore. 661 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 662 80mm nominal bore. 663 65mm nominal bore. 664 50mm nominal bore. 665 40mm nominal bore. 666 32mm nominal bore. 667 25mm nominal bore. 668 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 669 80mm nominal bore. 670 65mm nominal bore. 671 50mm nominal bore. 672 40mm nominal bore. 673 32mm nominal bore. 674 25mm nominal bore. 675 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 676 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 677 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 678 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 679 EXTERNAL SEWERAGE SYSTEM (SEPTIC TANK) 680 SEPTIC TANK & SOAK PIT 681 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 682 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 683 In all kind of soil upto 1.5m depth 684 In all kind of soil upto 1.5m to 3.0m. depth 685 In all kind of soil upto 3.0m to 4.5m. depth 686 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 687 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 688 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 689 Suspended floors, roofs, landings, balconies and access platform. 690 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 691 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 692 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 693 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 694 Providing & fixing 75mm dia vent pipes. 695 Providing & fixing of 75mm dia cast iron terminal guard. 696 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 697 M.D. -10- Circular shape 500mm internal diameter 698 M.D. -2.5- Circular shape 450mm internal diameter 699 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 700 With F.P.S. bricks 701 RAIN WATER HARVESTING WORKS 702 RECHARGE PITS 703 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 704 In all kind of soil upto 1.5m depth 705 In all kind of soil upto 1.5m to 3.0m. depth 706 In all kind of soil upto 3.0m to 4.5m. depth 707 In all kind of soil upto 4.5 m to 6.0m. depth 708 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 709 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 710 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 711 Suspended floors, roofs, landings, balconies and access platform. 712 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 713 12mm cement plaster on rough side of single or half brick wall mix 714 1:3 (1 cement : 3 Coarse sand) 715 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 716 With 20x20mm square bar 717 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 718 M.D. -10- Circular shape 500mm internal diameter 719 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 720 Drilling of 300mm dia bore hole manually. 721 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 722 150 mm nominal size dia 723 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 724 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 725 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 726 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 727 DESILTING CHAMBER 728 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 729 In all kind of soil upto 1.5m depth 730 In all kind of soil upto 1.5m to 3.0m. depth 731 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 732 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 733 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 734 Suspended floors, roofs, landings, balconies and access platform. 735 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 736 15mm cement plaster on rough side of single or half brick wall mix 737 1:3 (1 cement : 3 Coarse sand) 738 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 739 With 20x20mm square bar 740 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 741 M.D. -10- Circular shape 500mm internal diameter 742 COST OF EACH RAIN WATER HARVESTING 743 TOTAL NO. OF RAIN WATER HARVESTING 744 TOTAL COST OF RAIN WATER HARVESTING 745 DRAINAGE NETWORK 746 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 747 up to 1.50 m depth 748 Pipes 80 mm to 300 mmdiameter 749 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 750 150 mm.dia. RCCPipes 751 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 752 150 mm. dia. 753 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 754 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 755 Drain 300 wide average.Depth 45 cm with R.C.C. slab 756 INTERLOCKING PATHWAY (283 Sqm) 757 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.All kinds of soil (D.S.R. 2.8.1) 758 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) (D.S.R. 4.1.8) 759 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 760 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 761 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 762 TRIMIXING FOR PARKING AREA 184.98 SQM 763 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 764 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8 765 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 finishedwith screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specificationsand directions of Engineer-in-charge. Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately (DSR-16.75) 766 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. DSR- 16.46.1 767 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.[ DSR 5.22.6 ] 768 BORING & SUBMERSIBLE PUMP 769 Drilling of 200 mm dia bore hole. 770 Supply of 125 mm dia MSpipe as per IS1239 771 Supply of 125 mm dia slotted MSpipe 772 Supply and fixing of nylon jali around the slotted pipes complete as required. 773 Providing and packing of coarse sand / pea gravel around the pipe. 774 Transport of boring tools other required equipements and installation at site. 775 Supply of submersible pump (3.7KW/5.0 HP) of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. 776 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 777 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 778 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 779 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 780 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 781 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 782 Testing and development of tube well. 783 HORTICULTURE 784 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 785 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 786 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 787 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 788 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 789 Rough dressing the trenched ground including breaking the clods. 790 Fine dressing the ground 791 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 792 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 793 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 794 With grass Turf 795 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 796 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 797 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 798 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 799 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 800 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 801 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 802 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 803 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 804 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 805 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 806 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 807 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 808 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 809 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 810 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 811 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 812 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 813 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 814 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 815 GST Extra As per Applicable

BRR : 8436902 Annual Rate Contract For Civil And Other Miscellaneous Maintenance Works At Wrpl Beawar And Sendra Station=10 NRECIV0001: Cleaning mosaic floor with Carborundum block stone, oxalic acid and caustic soda for all heights of all patches, spots a nd polishing with Mansion polish with all tools, tackles, consumables, materials & labour all complete. 20 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 30 NRECIV0003: Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI grade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes / Finit in required proportion to make the a rea clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall b e measured). 40 NRECIV0004: Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water wi th wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete as per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with clea ning powder,paint remover as per requirement all labour, material etc.complete. 50 NRECIV0005: Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, c leaning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with all labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 60 NRECIV0006: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane not exceeding 1.00 sq.m in area 70 NRECIV0007: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane exceeding 1.00 sq.m in area 80 NRECIV0008: Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Exec utive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, segregate the waste into biodegradable & non bio-degradeable waste and finally dispose themseparately at designated place (Dumping Yard/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc . complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to wo rkmen, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engi neer-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepe rately. The unit MONTH (MON) shall mean per house/building per month 90 NRECIV0009: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain upto 2.0 sqm. 100 NRECIV0010: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 2.0 sqm. and upto 4.0 sqm. 110 NRECIV0011: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 4.0 sqm. and upto 10.0 sqm. 120 NRECIV0012: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 10.0 sqm and upto 15.0 sqm. 130 NRECIV0013: Labour charges for cleaning and dechoking of the nahani trap, gully trap and inspection chambers alongwith the CI and S W pipe connection of house drainage including flushing, removal of sludge muck outside all labour, tools etc. complete. The contract or has to clean the line from Nahani trap upto inspection chamber or vice-versa complete. 140 NRECIV0014: Cleaning and removing choking from existing rain water pipe including removing the shoe or grating if necessary & fixin g the same without damaging & fitting of specials all labour etc.complete. Up to 5 mtr. Height 150 NRECIV0015: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth upto 2.0 M 160 NRECIV0016: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 170 NRECIV0017: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 3.0M 180 NRECIV0018: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth upto 2.0 M 190 NRECIV0019: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 200 NRECIV0020: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 3.0M 210 NRECIV0021: Cleaning dechoking and flushing inspection chambers and connected drain lines with drain cleaning rods, bamboos, compres sed air, steaming etc. removal of oily muck outside the chamber completed upto 100M lead. The item includes transportation of all ma chinery and plants, all labour, tools etc. complete, taking all necessary safety precautions as specified. Water at one point shall be supplied free of cost, hire charges for compressed air shall be paid separately if required. 220 NRECIV0022: Cleaning, dechoking and flushing 100mm/ 50mm SW and sewer line by removing muck, cleaning etc. with bamboo strips or sew er cleaning rods etc. as directed (section between two chambers) all complete including cleaning of two manholes as per direction of the Engineer-in-Charge. 230 NRECIV0025: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Upto a lead of 1 km 240 NRECIV0026: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 1 km but upto 2 km 250 NRECIV0027: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 2 km but upto 3 km 260 NRECIV0028: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Upto a lead of 50 m. 270 NRECIV0029: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Every additional leads of 50 m or part thereof beyond 1st 50 m upto 9 such additional leads. 280 NRECIV0030: Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers driv er, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Eng ineer-in-Charge.(8 hours working period of one tractor is considered as one tractor day). Unit EACH (EA) stands for tractor days. 290 NRECIV0031: Edging with common burnt clay F.P.S. (non modular) bricks of class designation 7.5, laid dry length wise, including requ ired excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50m. 300 NRECIV0038: Providing comprehensive pest control services to the building, sheds, cable trenches, drains and other facilities of th e establishment, to control the nuisance of various pests including (but not limited to) rodents, snakes, lizards, beehives, cockroa ches, mosquitoes, Red and Black ants, crawling pests, house flies, fruit flies, etc. Job includes placing / injecting rodenticide ba its, glue trays, snake repellent and other chemicals, insecticides, Fogging/fumigation, Removal of bee hives below ground (in trench es upto depth of 1m) and above ground (up to height of 15m), complete with all labours, materials, tools, and tackles, equipments, c onsumables etc complete. Periodicity of scheduled pest control activities shall be monthly, while ad hoc requirement shall be as and when required as directed by EIC whose decision shall be final. Area of measurement for pest control application shall be designate d by EIC. Rate is For (PER SQM PER MONTH) 310 NRECIV0039: Lifting, shifting, loading, unloading on of heavy equipment / material etc etc with the help of hydra/crane etc (Min 12T ) including all accessories like belt, sling etc as per directions of EIC/ Site- Engineer. (Unit EA shall mean carrying out abov e activities for 8 hrs. a day). 320 NRECIV0040: Hire and running charges of loader. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 330 PJEALU2634: Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubul ar 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 ru bber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever require d including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per arc hitectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separat ely] : 340 PJEALU2636: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 350 PJEALU2637: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 360 PJEALU2638: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 370 PJEALU2639: For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixi ng of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for sepa rately] : 380 PJEALU2640: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 390 PJEALU2641: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 400 PJEALU2642: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 410 PJEALU2650: Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, havin g brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cut ting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : 420 PJEALU2651: With stainless steel cover plate minimum 1.25 mm thickness 430 PJEALU2652: With brass cover plate minimum 1.25 mm thickness 440 PJEALU2685: Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by pr oviding weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and dir ections of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : 450 PJEALU2686: Up to 5 mm depth and 5 mm width 460 PJEALU2687: Up to 10 mm depth and 10 mm width 470 PJEALU2688: Up to 20 mm depth and 20 mm width 480 PJEALU2689: Providing and fixing, on fixed glazing/ doors/ window panes, sun control film HP NATURAL 35 SAFETY COMBINATION FILM-4Mi l of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturers specification and as per directions of the Engineer-in-Charge. 490 PJECLA0192: Marble work gang saw cut (polished and machine cut) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marb le of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 ceme nt : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment t o match the marble shade [Note: To be secured to the backing by means of cramps, which shall be paid for separately] : 500 PJECLA0193: Area of slab up to 0.50 sqm 510 PJECLA0194: Area of slab over 0.50 sqm 520 PJECLA0195: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble for kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 530 PJECLA0196: Area of slab up to 0.50 sqm 540 PJECLA0197: Area of slab over 0.50 sqm 550 PJECLA0198: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone sl ab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required s ize, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with जोधर्पुर matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 560 PJECLA0199: Area of slab up to 0.50 sqm 570 PJECLA0200: Area of slab over 0.50 sqm 580 PJECLA0201: Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edg e to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge : 590 PJECLA0202: Marble work 600 PJECLA0203: Granite work 610 PJECLA0206: Mirror polishing on Marble work/ Granite work/ Stone work wherever required to give high gloss finish complete. 620 PJECLA0220: Providing and fixing machine cut, mirror/ eggshell polished Italian Marble stone slab (Perlato, Rosso verona, Fire Red o r Dark Emperadore etc.) of 18 mm thickness for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 c ement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 Kg/sq.m. including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directe d by the Engineer-in-Charge : 630 PJECLA0221: Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional h eight of 3 m or part thereof. 640 PJECLA0222: TILE WORK IN CLADDING : 650 PJECLA0223: Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the ma nufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-i n-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. 660 PJECON0069: CEMENT CONCRETE (CAST IN-SITU) : 670 PJECON0070: Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer: 680 PJECON0071: 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal siz e derived from natural sources] 690 PJECON0072: 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources] 700 PJECON0074: 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size de rived from natural sources] 710 PJECON0078: Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) deriv ed from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line incl uding providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per sq uare metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications a nd direction of Site Engineer. 720 PJECON0080: Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand 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 siz e, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specificatio ns and directions of the Engineer-in-Charge. 730 PJECON0082: Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manuf acturers specification. [Note: Unit KG shall mean PER BAG OF 50 KG OF CEMENT]. 740 PJECON0085: Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centerin g, shuttering and finishing: 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 2 0 mm nominal size derived from natural sources] 750 PJECON0087: Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, ancho r blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mort ar 1:3 (1 cement : 3 coarse sand), cost of required centering complete: 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources] 760 PJECON0088: Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete : 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] 770 PJEDIS1159: Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per th e directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same s hall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : 780 PJEDIS1160: Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 790 PJEDIS1161: Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) 800 PJEDIS1162: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mat erial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift o nly & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be d one prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] 810 PJEDIS1163: Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mate rial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of n ecessary covers/ barricades around the work area shall be done prior to dismantling operations] 820 PJEDIS1164: Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engine er-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by th e Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] 830 PJEDIS1165: Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. 840 PJEDIS1166: Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and d isposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall b e allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades aro und the work area shall be done prior to dismantling operations] 850 PJEDIS1168: Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable materi al and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. 860 PJEDIS1171: Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc . complete and stacking within 50 metres lead : 870 PJEDIS1172: Of area 3.0 sq. metres and below 880 PJEDIS1173: Of area beyond 3.0 sq. metres 890 PJEDIS1177: Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : 900 PJEDIS1178: Rolled Steel Joists 910 PJEDIS1179: Channels, angles, tees and flats 920 PJEDIS1181: Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 me tres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantlin g operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge .] 930 PJEDIS1185: Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : 940 PJEDIS1186: For thickness of tiles 10 mm to 25 mm 950 PJEDIS1187: For thickness of tiles above 25 mm and up to 40 mm 960 PJEDIS1188: Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unservicea ble material within 50 metres lead. 970 PJEDIS1190: Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable ma terial within 50 metres lead. 980 PJEDIS1191: Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 990 PJEDIS1192: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : 1000 PJEDIS1193: G.S. Sheet 1010 PJEDIS1194: Asbestos Sheet 1020 PJEDIS1198: Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 1030 PJEDIS1200: Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : 1040 PJEDIS1201: Thickness up to 40 mm 1050 PJEDIS1202: Thickness above 40 mm up to 75 mm 1060 PJEDIS1204: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres l ead : 1070 PJEDIS1205: 75 to 80 mm dia pipe 1080 PJEDIS1206: 100 mm dia pipe 1090 PJEDIS1207: 150 mm dia pipe 1100 PJEDIS1208: Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable mater ial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift onl y & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be don e prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : 1110 PJEDIS1209: Water Bound Macadam Road 1120 PJEDIS1210: Bituminous Road 1130 PJEDIS1211: Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1140 PJEDIS1212: 15 mm to 40 mm nominal bore 1150 PJEDIS1213: Above 40 mm nominal bore 1160 PJEDIS1214: Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical m eans breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per the directions of Engineer-in-Charge : 1170 PJEDIS1215: Up to 150 mm diameter 1180 PJEDIS1216: Above 150 mm dia up to 300 mm dia 1190 PJEDIS1217: Above 300 mm diameter 1200 PJEDIS1221: Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manual ly/ by mechanical means and stacking the pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1210 PJEDIS1222: Up to 150 mm diameter 1220 PJEDIS1223: Above 150 mm diameter 1230 PJEDIS1224: Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metre s lead as per the directions of Engineer-in-Charge. 1240 PJEDIS1228: Dismantling of flushing cistern of all types (C.I./ PVC/ Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 1250 PJEDIS1232: Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 1260 PJEDIS1233: Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1270 PJEDIS1234: Dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unservic eable surplus material and stacking of serviceable material with in 50 meters lead as directed by the Engineer-in-Charge. 1280 PJEDIS1237: Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. 1290 PJEDRA2505: Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg 1300 PJEDRA2506: Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : 1310 PJEDRA2507: Light Duty-2.5 : 1320 PJEDRA2508: Rectangular shape 600x450 mm internal dimensions 1330 PJEDRA2509: Square shape 450 mm internal dimensions 1340 PJEDRA2510: Circular shape 450 mm internal diameter 1350 PJEDRA2511: Medium Duty-10 : 1360 PJEDRA2512: Square shape 450 mm internal dimensions 1370 PJEDRA2513: Circular shape 500 mm internal diameter 1380 PJEDRA2514: Heavy Duty-20 : 1390 PJEDRA2515: Circular shape 560 mm internal diameter 1400 PJEDRA2516: Extra Heavy Duty-35 : 1410 PJEDRA2517: Circular shape 560 mm internal diameter 1420 PJEDRA2518: Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both si des with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels fo r the drain etc. complete : 1430 PJEDRA2519: For pipes 100 to 250 mm diameter 1440 PJEDRA2520: For pipes 250 to 300 mm diameter 1450 PJEDRA2521: For pipes 350 to 450 mm diameter 1460 PJEDRA2550: Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floor s, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materi als, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 1470 PJEDRA2551: Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure coppe r floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications a nd directions of the Engineer-in-Charge. 1480 PJEDRA2553: Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) i ncluding making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat c ement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per s tandard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling , curing etc., as per specifications and directions of the Engineer-in-Charge. 1490 PJEDRA2588: Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL shall mean KILO LITRE] 1500 PJEDRA2589: Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, a ll as per the directions of Engineer-in-Charge. 1510 PJEDRA2590: Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting s ewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including ski lled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking an d flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia up t o 300 mm dia for all depth. 1520 PJEEAR0002: Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) i n all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Ch arge. 1530 PJEEAR0004: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sid es of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area l imits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tion of Site Engineer. 1540 PJEEAR0005: In all kinds of soil 1550 PJEEAR0006: In Ordinary rock 1560 PJEEAR0009: Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractors own borrow areas including royalty, with all leads and lifts in trenches, plinth, sides of foundation etc. including watering, compacting in layers not exceed ing 20cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specif ications and direction of Site Engineer. 1570 PJEEAR0011: Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportatio n, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. compl ete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. 1580 PJEEAR0013: Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & floor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. 1590 PJEEAR0014: Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including deli very as specified. 1600 PJEEAR0015: Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1610 PJEEAR0016: Along external wall where the apron is not provided using chemical 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 : 1620 PJEEAR0017: Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. : 1630 PJEEAR0020: Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based soluti on) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same : 1640 PJEEAR0021: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measu red at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 1650 PJEEAR0022: Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 1660 PJEEAR0023: Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, r emoving the roots and stacking of serviceable material and disposal of unserviceable material : 1670 PJEEAR0024: Beyond 30 cm girth upto and including 60 cm girth 1680 PJEEAR0025: Beyond 60 cm girth upto and including 120 cm girth 1690 PJEEAR0026: Beyond 120 cm girth upto and including 240 cm girth 1700 PJEEAR0027: Above 240 cm girth 1710 PJEEAR0028: Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for a ll lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having dire ctions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] 1720 PJEEAR0030: Excavating trenches by mechinical / manual means of required width in all kinds of soil for pipes, cables, etc. includin g excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and th en returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil, all work up to any lead & lift as directed by the Engineer-in-Charge : 1730 PJEEAR0031: Pipes, cables etc. not exceeding 80 mm dia. 1740 PJEEAR0032: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1750 PJEEAR0033: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 1760 PJEEAR0034: Excavating trenches of required width in ordinary rock for pipes, cables, etc. including excavation for sockets, getting out the excavated materials, returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. , stacking servicable materials for measurements and disposal of unservicable materials, all work up to any lead & lift as directed by the Engineer-in-Charge : 1770 PJEEAR0035: Trench depth upto 1.5m : 1780 PJEEAR0036: Pipes, cables etc. not exceeding 80 mm dia 1790 PJEEAR0037: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1800 PJEEAR0038: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1810 PJEEAR0039: Trench depth exceeding 1.5 m but not exceeding 3 m: 1820 PJEEAR0040: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1830 PJEEAR0041: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1840 PJEEAR0042: Trench depth exceeding 3 m but not exceeding 4.5 m: 1850 PJEEAR0043: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1860 PJEEAR0066: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceedin g 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift 1870 PJEFIN0898: CEMENT PLASTER (IN FINE SAND) : 1880 PJEFIN0899: 12 mm cement plaster of mix : 1890 PJEFIN0900: 1:4 (1 cement : 4 fine sand) 1900 PJEFIN0901: 1:6 (1 cement : 6 fine sand) 1910 PJEFIN0905: 20 mm cement plaster of mix : 1920 PJEFIN0906: 1:4 (1 cement : 4 fine sand) 1930 PJEFIN0907: 1:6 (1 cement : 6 fine sand) 1940 PJEFIN0908: CEMENT PLASTER (IN COARSE SAND) : 1950 PJEFIN0909: 12 mm cement plaster of mix : 1960 PJEFIN0910: 1:4 (1 cement : 4 coarse sand) 1970 PJEFIN0911: 1:6 (1 cement : 6 coarse sand) 1980 PJEFIN0915: 20 mm cement plaster of mix : 1990 PJEFIN0916: 1:4 (1 cement : 4 coarse sand) 2000 PJEFIN0917: 1:6 (1 cement : 6 coarse sand) 2010 PJEFIN0918: CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 2020 PJEFIN0919: 12 mm cement plaster finished with a floating coat of neat cement of mix : 2030 PJEFIN0920: 1:3 (1 cement : 3 fine sand) 2040 PJEFIN0921: 1:4 (1 cement : 4 fine sand) 2050 PJEFIN0925: Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement : 2060 PJEFIN0926: 12 mm cement plaster 2070 PJEFIN0927: 20 mm cement plaster 2080 PJEFIN0942: Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufactu rers [Note: Unit BAG shall mean PER BAG OF 50 KG CEMENT USED IN THE MIX). 2090 PJEFIN0943: Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or par t thereof. 2100 PJEFIN0944: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and s mooth complete. 2110 PJEFIN0945: Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Colum ns/ Beams brickwork as directed by the Engineer-in-Charge. 2120 PJEFIN0963: Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved ma nufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and inc luding water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2130 PJEFIN0964: EXTERIOR FINISHING : 2140 PJEFIN0965: Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sq m) 2150 PJEFIN0966: Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 2160 PJEFIN0967: Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) 2170 PJEFIN0968: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) 2180 PJEFIN0969: Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifica tions : 2190 PJEFIN0970: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 2200 PJEFIN0971: Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. 2210 PJEFIN0972: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm ov er an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. 2220 PJEFIN0973: Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon ad ditives: New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 2230 PJEFIN0974: Applying priming coat : 2240 PJEFIN0975: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 2250 PJEFIN0976: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2260 PJEFIN0977: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 2270 PJEFIN0978: Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specification s including appropriate priming coat, preparation of surface, etc. complete : 2280 PJEFIN0979: On steel work 2290 PJEFIN0980: On concrete work 2300 PJEFIN0981: Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work : 2310 PJEFIN0982: 75 mm diameter pipes 2320 PJEFIN0983: 100 mm diameter pipes 2330 PJEFIN0984: 150 mm diameter pipes 2340 PJEFIN0985: Painting with oil type wood preservative of approved brand and manufacture : New work (two or more coats) 2350 PJEFIN0986: Providing and applying two coats of fire retardant paint on cleaned wood/ ply surface @ 3.5 sqm per litre per coat inclu ding preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 2360 PJEFIN0987: Coal tarring two coats on new work using 0.16 Litre and 0.12 Litre coal tar per sqm in the first coat and second coat re spectively. 2370 PJEFIN0988: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2380 PJEFIN0989: Painting with aluminium paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2390 PJEFIN0990: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or mor e coats on new work 2400 PJEFIN0991: Varnishing with varnish of approved brand and manufacture : 2410 PJEFIN0992: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish 2420 PJEFIN0993: Two or more coats glue sizing with spar varnish or an under coat of flatting varnish 2430 PJEFIN0996: Lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HEIGH T]. 2440 PJEFIN0997: 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. 2450 PJEFIN0998: Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litr e, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : Old work (one or more coats) 2460 PJEFIN0999: Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : 2470 PJEFIN1000: One coat 2480 PJEFIN1001: Two coats 2490 PJEFIN1002: Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : 2500 PJEFIN1003: One coat 2510 PJEFIN1004: Two coats 2520 PJEFIN1005: Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content : 2530 PJEFIN1006: With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 2540 PJEFIN1007: With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre. 2550 PJEFIN1008: Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repair s to scratches etc. complete. 2560 PJEFIN1009: Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2570 PJEFIN1010: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 2580 PJEFIN1011: 75 mm diameter pipes 2590 PJEFIN1012: 100 mm diameter pipes 2600 PJEFIN1013: 150 mm diameter pipes 2610 PJEFIN1014: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of appro ved brand and manufacture and required colour on old work : 2620 PJEFIN1015: 75 mm diameter pipes 2630 PJEFIN1016: 100 mm diameter pipes 2640 PJEFIN1017: 150 mm diameter pipes 2650 PJEFIN1018: Painting with oil type wood preservative of approved brand and manufacture : Old work (one or more coats) 2660 PJEFIN1019: Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work 2670 PJEFIN1020: Painting with aluminium paint of approved brand and manufacture to give an even shade : One or more coats on old work 2680 PJEFIN1021: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : One or mor e coats on old work 2690 PJEFIN1022: French spirit polishing : One or more coats on old work 2700 PJEFIN1023: Polishing on wood work with ready made wax polish of approved brand and manufacture : Old work 2710 PJEFIN1024: Re-lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HE IGHT]. 2720 PJEFIN1025: Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 2730 PJEFIN1026: Finishing walls with water proofing cement paint of required shade : 2740 PJEFIN1027: Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete i ncluding cost of Priming coat. 2750 PJEFIN1028: Old work (one or more coats applied @ 2.20 kg/10 sqm) complete. 2760 PJEFIN1029: Finishing walls with textured exterior paint of required shade 2770 PJEFIN1030: Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 2780 PJEFIN1031: Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 2790 PJEFIN1032: Finishing walls with Acrylic Smooth exterior paint of required shade : 2800 PJEFIN1033: Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface. 2810 PJEFIN1034: Old work (One or more coat applied @ 0.90 ltr/10 sqm) 2820 PJEFIN1035: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 2830 PJEFIN1036: Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 2840 PJEFIN1037: Old work (one or more coats applied @ 0.83 ltr/10 sqm) 2850 PJEFIN1038: Varnishing with varnish of approved brand and manufacture : 2860 PJEFIN1039: One or more coats with copal varnish 2870 PJEFIN1040: One or more coats with spar varnish 2880 PJEFIN1041: Melamine polishing on wood work (one or more coat). 2890 PJEFIN1042: Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 2900 PJEFIN1043: Providing Plaster of Paris coating on ceiling as per approved design complete in all respects inclusive of cost of all l abour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 2910 PJEFLO0706: FLOORING : 2920 PJEFLO0707: Brick on edge flooring with bricks of class designation 7.5 on bed of 12 mm cement mortar, including filling the joint s with same mortar, with common burnt clay non modular bricks : 2930 PJEFLO0708: 1:4 (1 cement : 4 coarse sand) 2940 PJEFLO0709: 1:6 (1 cement : 6 coarse sand) 2950 PJEFLO0710: Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, includ ing filling joints with sand, with common burnt clay non modular bricks. 2960 PJEFLO0711: Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class desig nation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 2970 PJEFLO0712: Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggreg ates 12.5 mm nominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads o f steps, nosing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplyi ng and fixing 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finis hing, preparation of slab, steps, etc., complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for base concrete shall be made under relevant item]. 2980 PJEFLO0713: 40 mm thick cement concrete Flooring with P.C.C. of grade mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of step s etc. complete : 2990 PJEFLO0714: Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener c onsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 li tre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosi ng of steps etc. complete. 3000 PJEFLO0715: 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 ce ment : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12 mm 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 cemen t or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. comple te. 3010 PJEFLO0716: Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick ceme nt concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic con crete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compoun d such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of met allic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. 3020 PJEFLO0722: TILE FLOORING : 3030 PJEFLO0723: Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : 3040 PJEFLO0724: Light shade pigment using white cement 3050 PJEFLO0725: Medium shade pigment using 50% white cement 50% Grey cement 3060 PJEFLO0726: Dark shade pigment using ordinary cement 3070 PJEFLO0727: Ordinary cement without any pigment 3080 PJEFLO0728: Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali r esisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcation s and directions of the Engineer-in-Charge : 3090 PJEFLO0729: In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3100 PJEFLO0730: In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3110 PJEFLO0731: MARBLE STONE FLOORING : 3120 PJEFLO0732: Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by the Engineer-in-Charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 3130 PJEFLO0733: Makrana White Second Quality 3140 PJEFLO0734: Raj Nagar Plain 3150 PJEFLO0735: Agaria White 3160 PJEFLO0736: Black Zebra 3170 PJEFLO0737: Udaipur Green Marble 3180 PJEFLO0738: Pink Plain Marble 3190 PJEFLO0742: Providing and laying machine cut, mirror polished, 18 mm thick Italian Marble Stone slab (Perlato, Rosso verona, Fire Re d or Dark Emperadore, etc.) flooring laid in required pattern in linear portion of the building all complete as per architectural dr awings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jo inted with white cement slurry @ 4.4 Kg/sq.m., including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 3200 PJEFLO0743: Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstrac t etc.) and in patterns in combination with Italian marble stone slabs (Perlato, Rosso verona, Fire Red or Dark Emperadore, etc.) of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectu ral drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 Kg/sq.m. including pointing with white cement slurry admixed with pigment to match the ma rble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 3210 PJEFLO0744: Providing and laying natural Rajnagar White Marble tile strips 50 mm wide in flooring/ stairs laid over 20 mm thick ceme nt mortar 1:3 (1 cement : 3 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per d rawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3220 PJEFLO0745: GRANITE STONE FLOORING : 3230 PJEFLO0746: Providing and laying flamed finish Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) floori ng 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 jointe d with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and poli shing etc. all complete as specified and as directed by the Engineer-in-Charge. 3240 PJEFLO0747: Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear p ortions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base o f cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed wit h pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer- in-Charge. 3250 PJEFLO0748: Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 3260 PJEFLO0749: Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red 3270 PJEFLO0750: Providing and laying natural granite stone tile strips 50 mm wide in flooring of approved shade laid over 20 mm thick ce ment mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3280 PJEFLO0761: VITRIFIED FLOOR TILES : 3290 PJEFLO0762: Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mort ar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement a nd matching pigments etc., complete : 3300 PJEFLO0763: Size of Tile 500x500 mm 3310 PJEFLO0764: Size of Tile 600x600 mm 3320 PJEFLO0765: Size of Tile 800x800 mm 3330 PJEFLO0766: Size of Tile 1000x1000 mm 3340 PJEFLO0767: Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, includin g grouting of joints. [Note: Payment for grouting of joints shall be made separately] : 3350 PJEFLO0768: Size of Tile 500x500 mm 3360 PJEFLO0769: Size of Tile 600x600 mm 3370 PJEFLO0770: Size of Tile 800x800 mm 3380 PJEFLO0771: Size of Tile 1000x1000 mm 3390 PJEFLO0772: Providing and laying Double Charge Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by th e Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours an d shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. L aying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3400 PJEFLO0773: Size of Tile 600 x 600 mm 3410 PJEFLO0774: Size of Tile 600 x 1200 mm 3420 PJEFLO0775: Size of Tile 800 x 800 mm 3430 PJEFLO0776: Size of Tile 800 x 1600 mm 3440 PJEFLO0777: Size of Tile 1000 x 1000 mm 3450 PJEFLO0778: Providing and laying Glazed Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by the Manuf acturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shade s, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including groutin g the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying o f tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placin g the tiles gently and easily : 3460 PJEFLO0779: Size of Tile 600 x 600 mm 3470 PJEFLO0780: Size of Tile 600 x 1200 mm 3480 PJEFLO0781: Size of Tile 800 x 800 mm 3490 PJEFLO0782: Size of Tile 800 x 1200 mm 3500 PJEFLO0783: Size of Tile 1200 x 1200 mm 3510 PJEFLO0784: Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including g routing the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. La ying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3520 PJEFLO0785: Size of Tile 600 x 600 mm 3530 PJEFLO0786: Size of Tile 600 x 1200 mm 3540 PJEFLO0787: Size of Tile 800 x 800 mm 3550 PJEFLO0788: Size of Tile 800 x 1200 mm 3560 PJEFLO0789: Size of Tile 1200 x 1200 mm 3570 PJEFLO0790: Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorpti on less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm th ick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : 3580 PJEFLO0791: Size of Tile 500x500 mm 3590 PJEFLO0792: Size of Tile 600x600 mm 3600 PJEFLO0793: Size of Tile 800x800 mm 3610 PJEFLO0794: Size of Tile 1000x1000 mm 3620 PJEGEN2809: GENERAL WORKS : 3630 PJEGEN2816: Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ve ntilator Diameter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 68 0mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. 3640 PJEGEN2821: Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm an gle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixe d with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available maki ng overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of E ngineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The ba rricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for da mages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be r emoved without prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on co mpletion of the work]. 3650 PJEGEN2824: Providing and laying Non-Woven Geo Textile Mat NW 300 made from high quality polypropylene fibres having mass of 300 gra ms/ SQ.M of GAYATRI or approved equivalent make inclusive of cost of all labour, materials, tools, tackles etc. as per manufacturer s recommendations and directions of the Engineer-in-Charge. 3660 PJEHOR2827: HORTICULTURE & LANDSCAPING : 3670 PJEHOR2828: Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of ea rth measured in stacks will be reduced by 20% for payment]. 3680 PJEHOR2829: Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge me asured in stacks will be reduced by 8% for payment]. 3690 PJEHOR2830: Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [No te: Volume of cattle manure measured in stacks will reduced by 8% for payment]. 3700 PJEHOR2835: Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 3710 PJEHOR2836: Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material , consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. 3720 PJEHOR2837: Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling. [ Note: Cost of supplying earth and sludge or manure and mixing shall be paid separately under relevant items of SOR]. 3730 PJEHOR2838: Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then dispo sing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by fi lling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imported earth, sludge or manure]. 3740 PJEHOR2839: Rough dressing the trenched ground including breaking clods. 3750 PJEHOR2840: Flooding the ground with water including making kiaries and dismantling the same. 3760 PJEHOR2841: Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted veg etation. 3770 PJEHOR2844: Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with ro ots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 3780 PJEHOR2845: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further dep th of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of sta cked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with w ater, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of material s declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. 3790 PJEHOR2846: Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of m anure, sludge or extra good earth if needed shall be paid separately under relevant item of SOR]. 3800 PJEHOR2847: Holes 1.2 m diameter and 1.2 m deep 3810 PJEHOR2848: Holes 90 cm diameter and 90 cm deep 3820 PJEHOR2849: Holes 60 cm diameter and 60 cm deep 3830 PJEHOR2850: Holes 45 cm diameter and 45 cm deep 3840 PJEHOR2851: Supplying & Stacking of Selection No.1/ Doob Grass at site fresh & free from weeds having proper roots in green includin g loading, unloading, carriage and all taxes paid etc. complete as per directions of the Engineer-in-Charge. 3850 PJEHOR2852: Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the gr ass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenanc e period. [Note: The grass and good earth shall be paid for separately under relevant item of SOR] : 3860 PJEHOR2853: In rows 5 cm apart in both directions 3870 PJEHOR2854: With grass Turf 3880 PJEHOR2855: Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with pro per level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the En gineer-in-Charge. 3890 PJEHOR2856: Providing & laying Selection No. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light wate ring the same maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge . 3900 PJEHOR2857: Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per directio n of the Engineer-in-Charge (excluding cost of plant & water): 3910 PJEHOR2858: Tree Plant 3920 PJEHOR2859: Shrub Plant 3930 PJEHOR2860: Hedge Plant/ Ground Cover 3940 PJEHOR2861: Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, As hokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days min imum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions o f the Engineer-in-Charge. 3950 PJEHOR2862: Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 c oarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wi res of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specifie d period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge. 3960 PJEHOR2863: Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm 3970 PJEHOR2864: Top inside diameter 30 cm, outer bottom diameter 20 cm, total height 30 cm with wall thickness of 25.4 mm 3980 PJEHOR2873: Filling of the Polythene bags by mixture of good earth and manure in the ratio of 2:1 (2 part of Good Earth and 1 part o f the Manure) and placing the same at appropriate place including supply & providing Polythene bags, all complete as per direction o f the Engineer-in-Charge. [Note:The Good Earth & Manure shall be paid separately under relevant item of SOR]. 3990 PJEHOR2874: Polythene bags size 12.5 cm diameter & 17.5 cm height 4000 PJEHOR2890: Edging with common burnt clay F.P.S (non modular) bricks of class designation 7.5, laid dry length wise including requir ed excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within any lead. 4010 PJEHOR2894: Providing & fixing of White River (Stone) Pebbles size of 2 to 2.50 dia in natural colour at site of work including lo ading, unloading, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge. 4020 PJEHOR2895: Providing and fixing of TUFLEX Garden Fencing Hexagonal Net or approved equivalent of green colour (Weight 510 (+/-8%) g rams/SQ.M) in width of 60 cm with bamboo of 90 cm length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm below ground level and 60 cm above ground level at a distance of 1.50 metres. The n et and bamboo should be binded with 2 mm G.I. wire at three places properly as per directions of the Engineer-in-Charge. 4030 PJEHOR2896: MAINTENANCE WORKS 4040 PJEHOR2897: Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing t he same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds an d fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or m anure. [Note: The good earth shall be paid for separately under relevant item of SOR]. 4050 PJEHOR2898: Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and a pplying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4060 PJEHOR2899: Cutting of designer hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manur ing and applying insecticides and fungicides etc. (excluding the cost of materials) complete as per directions of the Engineer-in-Ch arge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4070 PJEHOR2903: Pruning, trimming, shaping of trees/ shrubs (height 15 feet above) and removal of cut materials up to 50m lead inclusi ve of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 4080 PJEHOR2904: Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation water at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering inclu ding cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 4090 PJEHOR2905: Anti-termite treatment of trees by digging holes 30 cm deep & 4 cm dia, 6 to 7 holes around the tree using chemical emul sion (Chlorpyriphos 20% EC in the ratio of 1% concentration) at the rate of 1.5 liter per hole in two time or more application to ge t the trees free from termite infection, complete as per directions of the Engineer-in-Charge. [Note: Unit EA shall mean EACH TRE E]. 4100 PJEHOR2908: Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, deb ris, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per dire ction of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 4110 PJEHOR2909: Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km l ead & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP] . 4120 PJEMAS0143: MASONRY WORK : 4130 PJEMAS0144: Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : 4140 PJEMAS0145: Cement mortar 1:4 (1 cement : 4 coarse sand) 4150 PJEMAS0146: Cement mortar 1:6 (1 cement : 6 coarse sand) 4160 PJEMAS0147: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : 4170 PJEMAS0148: Cement mortar 1:4 (1 cement : 4 coarse sand) 4180 PJEMAS0149: Cement Mortar 1:6 (1 cement : 6 coarse sand) 4190 PJEMAS0150: Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth le vel up to floor V level in all shapes and sizes in : 4200 PJEMAS0151: Cement mortar 1:4 (1 cement : 4 coarse sand) 4210 PJEMAS0152: Cement mortar 1:6 (1 cement : 6 coarse sand) 4220 PJERAI2738: Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required th ickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4230 PJERAI2739: Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing lay er of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4240 PJERAI2740: Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4250 PJERAI2742: Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, o f size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all a s per directions of the Engineer-in-Charge. 4260 PJEREI0090: RCC (CAST IN-SITU) : 4270 PJEREI0091: Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sa nd : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, stairca ses, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including pro viding centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engin eer. (Payment for Reinforcement shall be made as per relevant item of SOR). 4280 PJEREI0092: a) All work up to plinth level 4290 PJEREI0093: b) In superstructure at all floors up to floor five level, 4300 PJEREI0106: Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutti ng, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more 4310 PJEREP1046: Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper sha pe, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable are a outside Ownders premises, all complete as per directions of the Engineer-in-Charge : 4320 PJEREP1047: With cement mortar 1:4 (1 cement : 4 fine sand) 4330 PJEREP1048: With cement mortar 1:4 (1 cement : 4 coarse sand) 4340 PJEREP1103: Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube ch allies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condi tion for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runn ers, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of the Engineer-in-Charge. The elevational area of the scaffolding shal l be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. [Note: This item to be use d for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done] 4350 PJEREP1108: Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per the directions of Engineer-in-Charge. 4360 PJEREP1109: Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per the dir ections of Engineer-in-Charge. 4370 PJEREP1113: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer o f membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 350/3 00 N/5 cm. (b) Tear strength in longitudinal and transverse direction as 60/80N. (c) Softening point of membrane not less than 150°C . (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done thr ough the authorised applicator of the manufacturer of membrane. 4380 PJEREP1114: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 l itre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physic al and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C a s 650/450N/5cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less tha n 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got d one through the authorised applicator of the manufacturer of membrane. 4390 PJEREP1115: Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded t o the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 4400 PJEREP1116: STRUCTURAL REPAIR WORKS : 4410 PJEREP1117: Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning t he exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as p er directions of the Engineer-in-Charge : 4420 PJEREP1118: 75 mm average thickness 4430 PJEREP1119: 50 mm average thickness 4440 PJEREP1120: 25 mm average thickness 4450 PJEREP1121: Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkali ne chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge : 4460 PJEREP1122: Bars up to 12 mm diameter 4470 PJEREP1123: Bars above 12 mm diameter 4480 PJEREP1124: Providing and applying anticorrosive treatment to exposed structural reinforcement with two coats of IPNET RB or equival ent with time interval of minimum 8-10 hours between each coat after the application of two coats of alkaline rust converting primer . The application shall be done by brush after cleaning existing reinforecement with wire/ rotary wire brush to make the surface fre e from loose material, dirt etc. and thoroughly washing with water and allowing it to dry inclusive of all materials, labour, equipm ent, etc. complete as per specifications and directions of the Engineer-in-Charge. The application of anticorrosive treatment shall be strictly as per technical specifications and directions of the Engineer-in-Charge. [Note: Unit M shall mean RUNNING METRE. Th e running metre of rebars shall be measured for payment purpose]. 4490 PJEREP1125: Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the stee l bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per dire ctions of the Engineer-in-Charge : Up to and including 12 mm diameter 4500 PJEREP1126: Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and dir ections of the Engineer-in-Charge complete in all respect : 4510 PJEREP1127: SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. 4520 PJEREP1128: Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. 4530 PJEREP1129: Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 g raded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of the Engineer-in-Charge. [No te: Measurement and Payment- The pre-measurement of thickness shall be done just after the surface preparation is completed and paym ent under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by soundi ng/ tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm] : 4540 PJEREP1130: 12 mm average thickness. 4550 PJEREP1131: 25 mm average thickness in 2 layers. 4560 PJEREP1132: 50 mm average thickness in 3 layers. 4570 PJEREP1140: Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of con crete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of the Engineer-in-Charge. [Note: The payment shall be made on the basis of actual weight of approved grout injected] : 4580 PJEREP1141: Stirrer mixed Acrylic Polymer of approved make (@ 2% of weight of cement used) modified cement slurry made with non shri nk compound in Concrete/ RCC work. 4590 PJEREP1142: Stirrer mixed SBR Polymer (of approved make) modified cement slurry made with Shrinkage Compensating Cement in Concrete/ RCC work. 4600 PJEREP1143: Epoxy injection grout in Concrete/ RCC work of approved make. 4610 PJEROA1249: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand pic king, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required de nsity. 4620 PJEROA1250: SURFACE DRESSING : 4630 PJEROA1251: Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete. 4640 PJEROA1252: Surface dressing on new surface in two coats with bitumen of grade VG-10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 4650 PJEROA1253: Surface dressing on old surface with hot bitumen of grade VG-10 of approved quality using 1.95 kg of bitumen per sqm wit h 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity, etc. complete. 4660 PJEROA1254: Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1 .5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete :Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4670 PJEROA1255: Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area wit h 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity etc. complete : Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4680 PJEROA1285: SEAL COAT : 4690 PJEROA1286: Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitume n using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surfac e, including rolling and finishing with road roller all complete. [Note: This item to be operated only with the prior approval of th e Engineer-in-Charge]. 4700 PJEROA1298: PAINTING AREA / RUNWAY MARKING : 4710 PJEROA1299: Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conf orming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete 4720 PJEROA1300: New work (Two or more coats) 4730 PJEROA1301: Old work (One or more coats) 4740 PJEROA1309: Providing and fixing Glow Studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylore trite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by the Engineer-in-Charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope o f retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as re commended in BS: 873 (Part-4):1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedu re recommended by the manufacturer complete and as per directions of the Engineer-in-Charge. 4750 PJEROA1315: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermopl astic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, prop ane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cle aning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charg e and accordance with applicable specifications. 4760 PJEROA1359: Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material withi n 50 metre lead as per directions of the Engineer-in-Charge. 4770 PJEROA1360: Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., dispos al of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge. 4780 PJEROA1361: Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. 4790 PJEROA1362: Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, joint ed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except a t sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be suppl ied by the department free of cost.] 4800 PJEROO0824: THERMAL INSULATION: 4810 PJEROO0825: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183, density 24 kg/cu.m., 50mm thick, wrapped in 200G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. 4820 PJEROO0826: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183, Density 16 Kg/cu.m., 5 0 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing G.I. wir e. 4830 PJEROO0827: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183 having density 24 Kg/cu .m., 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing G.I. wire etc. complete as per directions of the Engineer-in-Charge. 4840 PJEROO0828: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS:8 183, density 48 Kg/cu.m., 50 mm thick, wrapped in 200G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 Gauge wire mesh, for top most ceiling of building. 4850 PJEROO0872: FALSE CEILING : 4860 PJEROO0873: Providing and fixing tiled false ceiling of specified materials size 595x595 mm in true horizontal level, suspended o n inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sq.m., both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, sp aced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between m ain T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of siz e 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for servi like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using G.I. slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm G.I. adjustable rods w ith galvanised butterfly level clips size 85x30x0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings a nd as directed by the Engineer-in-Charge : 4870 PJEROO0874: G.I. Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm dro p; made of G. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and electro-statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 4880 PJEROO0875: G.I. Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made G.I. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and 20% perforation area with 1.8 mm dia. holes and having NRC (Noise Reduction Coefficient) of 0.5, electro-statically polyester powder coated thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 4890 PJEROO0876: 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from n atural gypsum as per IS:2095 (Part-1) and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. 4900 PJEROO0877: 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS:2095 (Part-1 ), of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm center to center with center borders of 48 mm and the side border s of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bon ded glass wool backing. 4910 PJESAN1368: SANITARY INSTALLATIONS : 4920 PJESAN1369: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 l itre low level white P.V.C. dual flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming t o IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White vitreous china orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 4930 PJESAN1370: Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litr e low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:72 31, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 4940 PJESAN1371: W.C. pan with ISI marked white solid plastic seat and lid. 4950 PJESAN1373: Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low lev el white vitreous china dual flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangemen t with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings a nd brackets, cutting and making good the walls and floors wherever required : 4960 PJESAN1374: W.C. pan with ISI marked white solid plastic seat and lid 4970 PJESAN1376: Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass union s and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requir ed : 4980 PJESAN1377: One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4990 PJESAN1378: Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 5000 PJESAN1379: Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 5010 PJESAN1391: Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pat tern, including painting of fittings and brackets, cutting and making good the walls wherever require : 5020 PJESAN1392: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 5030 PJESAN1407: 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 : 5040 PJESAN1408: Kitchen sink with drain board : 5050 PJESAN1409: 510x1040 mm bowl depth 250 mm 5060 PJESAN1410: 510x1040 mm bowl depth 225 mm 5070 PJESAN1411: 510x1040 mm bowl depth 200 mm 5080 PJESAN1412: 510x1040 mm bowl depth 178 mm 5090 PJESAN1457: Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : 5100 PJESAN1466: Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick har d board ground fixed to wooden cleats with C.P. brass screws and washers complete. 5110 PJESAN1473: Providing and fixing toilet paper holder : 5120 PJESAN1474: C.P. Brass 5130 PJESAN1665: Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour : 5140 PJESAN1666: Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. 5150 PJESAN1667: Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms. 5160 PJESAN1668: Providing and fixing PTMT Bottle Trap for Wash basin and sink : 5170 PJESAN1669: Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 5180 PJESAN1670: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms. 5190 PJESAN1671: Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 5200 PJESAN1672: Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wal l face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 5210 PJESAN1673: Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed f ittings arrangement of approved quality and colour : 5220 PJESAN1674: 450 mm long towel rail with total length of 495 mm, 78 mm width and effective height of 88 mm, weighing not less than 17 0 gms. 5230 PJESAN1675: 600 mm long towel rail with total length of 645 mm, 78 mm width and effective height of 88 mm, weighing not less than 19 0 gms. 5240 PJESTE0618: Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, lock ing arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 5250 PJESTE0619: Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respe ctively, including applying a priming coat of approved steel primer. 5260 PJESTE0623: Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through t heir 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 n ecessary 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 : 5270 PJESTE0624: 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover 5280 PJESTE0627: Providing and fixing ball bearing for rolling shutters. 5290 PJESTE0628: Extra for providing mechanical device chain and crank operation for operating rolling shutters : 5300 PJESTE0629: Exceeding 10.00 sq.m. and up to 16.80 sq.m. in the area 5310 PJESTE0630: Exceeding 16.80 sq.m. in area 5320 PJESTE0664: Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase rail ing and similar works, including applying priming coat of approved steel primer : 5330 PJESTE0665: M.S. Tube 5340 PJESTE0666: E.R.W. Tubes 5350 PJESTE0667: G.I. Pipes 5360 PJESTE0674: Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. , of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-C harge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nu ts, bolts, fasteners etc.] 5370 PJESTE0675: Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts c omplete : 5380 PJESTE0676: Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. 5390 PJESTE0677: Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 5400 PJESTE0687: Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the bo dy of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. 5410 PJESTE0690: Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provis ion for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawing s, specifications and directions of the Engineer-in-Charge. 5420 PJESTE0691: Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bol ting with tie members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction o f the Engineer-in-Charge. 5430 PJESTE0698: G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizon tal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. 5440 PJESTE0704: Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diamet er made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating th ickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched al l along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thick ness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficien tly at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the cl osed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles et c. as per drawings, specifications and directions of the Engineer-in-Charge. 5450 PJESTE0705: Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (tota l length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron Y shaped placed 2.4 m o r 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per the directions of Engineer-in-Charge, with re inforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately]. 5460 PJESTO0175: STONE WORK : 5470 PJESTO0176: RANDOM RUBBLE MASONRY : 5480 PJESTO0177: Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cem ent : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 5490 PJESTO0178: Cement mortar 1:6 (1 cement : 6 coarse sand) 5500 PJESTO0179: Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling l evel and the like. 5510 PJESTO0180: Cement mortar 1:6 (1 cement : 6 coarse sand) 5520 PJEWAT1698: WATER SUPPLY : 5530 PJEWAT1699: CPVC PIPES : 5540 PJEWAT1700: Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabil ity for hot & cold water supply, including 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 directi ons of the Engineer-in-Charge : 5550 PJEWAT1701: 15 mm nominal outer dia pipes 5560 PJEWAT1702: 20 mm nominal outer dia pipes 5570 PJEWAT1703: 25 mm nominal outer dia pipes 5580 PJEWAT1704: 32 mm nominal outer dia pipes 5590 PJEWAT1705: 40 mm nominal outer dia pipes 5600 PJEWAT1706: 50 mm nominal outer dia pipes 5610 PJEWAT1707: Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stab ility for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spa cing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good th e same including testing of joints complete as per directions of the Engineer-in-Charge : 5620 PJEWAT1708: 15 mm nominal dia pipes 5630 PJEWAT1709: 20 mm nominal dia pipes 5640 PJEWAT1710: 25 mm nominal dia pipes 5650 PJEWAT1711: 32 mm nominal dia pipes 5660 PJEWAT1712: 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 solve nt cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : 5670 PJEWAT1713: 15 mm nominal dia pipes 5680 PJEWAT1714: 20 mm nominal dia pipes 5690 PJEWAT1715: 25 mm nominal dia pipes 5700 PJEWAT1716: 32 mm nominal dia pipes 5710 PJEWAT1717: 40 mm nominal dia pipes 5720 PJEWAT1718: 50 mm nominal dia pipes 5730 PJEWAT1719: 65 mm nominal dia pipes 5740 PJEWAT1720: 80 mm nominal dia pipes 5750 PJEWAT1721: 100 mm nominal dia pipes 5760 PJEWAT1722: 150 mm nominal dia pipes 5770 PJEWAT1723: G.I. PIPES : 5780 PJEWAT1724: Internal Work - Exposed on Wall: Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutti ng and making good the walls etc. : 5790 PJEWAT1725: 15 mm dia nominal bore 5800 PJEWAT1726: 20 mm dia nominal bore 5810 PJEWAT1727: 25 mm dia nominal bore 5820 PJEWAT1728: 32 mm dia nominal bore 5830 PJEWAT1729: 40 mm dia nominal bore 5840 PJEWAT1730: 50 mm dia nominal bore 5850 PJEWAT1731: Internal Work - Concealed in wall: Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including mak ing good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall : 5860 PJEWAT1732: 15 mm dia nominal bore 5870 PJEWAT1733: 20 mm dia nominal bore 5880 PJEWAT1734: External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 5890 PJEWAT1735: 15 mm dia nominal bore 5900 PJEWAT1736: 20 mm dia nominal bore 5910 PJEWAT1737: 25 mm dia nominal bore 5920 PJEWAT1738: 32 mm dia nominal bore 5930 PJEWAT1739: 40 mm dia nominal bore 5940 PJEWAT1740: 50 mm dia nominal bore 5950 PJEWAT1741: 65 mm dia nominal bore 5960 PJEWAT1742: 80 mm dia nominal bore 5970 PJEWAT1743: Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including c utting and threading the pipe etc. complete : 5980 PJEWAT1744: 25 to 40 mm nominal bore 5990 PJEWAT1745: 50 to 80 mm nominal bore 6000 PJEWAT1746: Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete. [Note: Cost of water meter and stop cock to be paid separately]. 6010 PJEWAT1799: BRASS FITTINGS : 6020 PJEWAT1800: Providing and fixing brass bib cock of approved quality : 6030 PJEWAT1801: 15 mm nominal bore 6040 PJEWAT1802: 20 mm nominal bore 6050 PJEWAT1803: Providing and fixing brass stop cock of approved quality : 6060 PJEWAT1804: 15 mm nominal bore 6070 PJEWAT1805: 20 mm nominal bore 6080 PJEWAT1806: Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 6090 PJEWAT1807: 20 mm nominal bore 6100 PJEWAT1808: 25 mm nominal bore 6110 PJEWAT1809: 32 mm nominal bore 6120 PJEWAT1810: 40 mm nominal bore 6130 PJEWAT1811: 50 mm nominal bore 6140 PJEWAT1812: 65 mm nominal bore 6150 PJEWAT1813: 80 mm nominal bore 6160 PJEWAT1971: C.P. BRASS FITTINGS : 6170 PJEWAT1972: Providing and fixing C.P. brass bib cock of approved quality conforming to IS-8931 : 15 mm nominal bore 6180 PJEWAT1973: Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms : 15 mm nominal bore 6190 PJEWAT1974: Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms : 15 mm nominal bore 6200 PJEWAT1975: Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS-8931 : 15 mm nominal bore 6210 PJEWAT1976: Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : 15 mm nominal bore 6220 PJEWAT1977: Providing and fixing C.P. Brass extension nipple (size 15mm x 50mm) of approved make and quality as per directions of th e Engineer-in-Charge. 6230 PJEWAT1978: Providing and fixing following C.P. Brass central hole wash basin mixer with copper pipe/ pipes and brass nuts of size 1 5mm, etc. complete including cutting & making good the walls wherever required complete in all respects as per specifications and di rections of the Engineer-in-Charge : 6240 PJEWAT1979: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-7171 Queens or approved equivalent) with 2 nos. x 10mm diameter & 450mm long copper pipes. 6250 PJEWAT1980: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-167 or approved equivalent) with 1 no. x 10mm dia meter & 450mm long copper pipe. 6260 PJEWAT2382: Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleani ng the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main t ested in the municipal laboratory : 6270 PJEWAT2383: 80 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6280 PJEWAT2384: 100 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6290 PJEWAT2385: 125 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6300 PJEWAT2434: Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching pow der @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deductio n will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contr actor at his own cost and nothing extra will be paid on this account]. 6310 PJEWAT2435: Cleaning of underground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations: (1) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (2) Entire surface area of the sump shall then scrubbed thoroughly with wir e brush etc. and pressure washed with water. (3) Chlorination of RCC internal surface by liquid chlorine. (4) The treated surface sh all be dried using air jetting and all loose particles shall be removal from the surface. (5) Finally the surface shall be treated w ith ultra-violet radiation etc. as per direction of the Engineer-in-Charge. 6320 PJEWAT2436: Disconnecting damaged overhead/ terrace PVC water storage tank of any size from water supply line and removing from th e terrace including shifting at ground level as per the directions of Engineer-in-Charge. 6330 PJEWOO0237: Providing and fixing panelled or panelled & glazed shutters 35 mm thick for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6340 PJEWOO0238: Second class teak wood 6350 PJEWOO0239: Kiln seasoned and chemically treated hollock wood 6360 PJEWOO0240: Kiln seasoned selected planks of sheesham wood 6370 PJEWOO0241: Providing and fixing panelled or panelled & glazed shutters 30 mm thick for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6380 PJEWOO0242: Second class teak wood 6390 PJEWOO0243: Kiln seasoned and chemically treated hollock wood 6400 PJEWOO0244: Kiln seasoned selected planks of sheesham wood 6410 PJEWOO0245: Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:20 01 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of the Engineer-in-Charg e and panelling with panels of: [Note: Butt hinges and necessary screws shall be paid separately] : 6420 PJEWOO0246: 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-I or graded wood particle board FP T-I, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS:848 : 6430 PJEWOO0247: 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, th ree layer particle board FPT-I or graded wood particle board FPT-I, conforming to IS:3087, bonded with BWP type synthetic resin adhe sive as per IS : 848 and pre-laminated conforming to IS:12823, Grade 1, Type-II marked. 6440 PJEWOO0248: 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing laminatio n) grade-1, medium density flat pressed, three layer particle board FPT-I or graded wood particle board FPT-1 conforming to IS:3087 bonded with BWP type synthetic resin adhesive as per IS:848 and pre-laminated conforming to IS:12823, Grade-1, Type-II marked. 6450 PJEWOO0249: Providing and fixing panelling or panelling & glazing for panelled or panelled & glazed shutters (25 mm to 40 mm thick s hutters) for doors, windows and clerestory windows [Note: Area of opening for Panel inserts/ Glass panes excluding portion inside gr ooves or rebates shall be measured for payment] : 6460 PJEWOO0250: Second class teak wood 6470 PJEWOO0251: Kiln seasoned and chemically treated hollock wood 6480 PJEWOO0252: Float Glass Panes - 4.0 mm thick (weight not less than 10 Kg/SQM) 6490 PJEWOO0253: Float Glass Panes - 5.5 mm thick (weigth not less than 12.5 Kg/SQM) 6500 PJEWOO0254: Fly proof Stainless Steel (Grade 304) wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beadi ng 6510 PJEWOO0255: 12 mm thick Exterior Grade-I MDF Board conforming to IS:14587, pre-laminated with decorative lamination on both side 6520 PJEWOO0256: 12 mm thick Marine plywood conforming to IS:710 6530 PJEWOO0257: 12 mm thick Fire retardant plywood conforming to IS:5509 6540 PJEWOO0258: Providing and fixing 35mm thick glazed shutters for doors, windows and clerestory windows using 4.0 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws : 6550 PJEWOO0259: Second class teak wood 6560 PJEWOO0260: Kiln seasoned and chemically treated hollock wood 6570 PJEWOO0261: Kiln seasoned selected planks of sheesham wood : 6580 PJEWOO0291: Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block bo ard construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands a nd face veneers on both faces of shutters : 6590 PJEWOO0292: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6600 PJEWOO0293: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6610 PJEWOO0294: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 6620 PJEWOO0295: Extra for providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shu tters conforming to IS:2202 (Part-I) : On one side only 6630 PJEWOO0296: Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (ov er all area of door shutter to be measured). 6640 PJEWOO0297: Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors. [Notes: (1) Cost of glass excluded. ( 2) Overall area of door shutter to be measured] : 6650 PJEWOO0298: Rectangular or square 6660 PJEWOO0299: Circular 6670 PJEWOO0300: Extra for cutting rebate in flush door shutters. [Note: Total area of the shutter to be measured]. 6680 PJEWOO0301: Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 6690 PJEWOO0302: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size : 6700 PJEWOO0303: Second class teak wood 6710 PJEWOO0304: Kiln seasoned and chemically treated hollock wood 6720 PJEWOO0305: Kiln seasoned selected class of sheesham wood 6730 PJEWOO0328: Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 6740 PJEWOO0329: 12 mm dia. 6750 PJEWOO0330: 20 mm dia. 6760 PJEWOO0331: 25 mm dia. 6770 PJEWPF2691: WATERPROOFING : 6780 PJEWPF2692: Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (a) First course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS:2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (b) Second course of 20 m m cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (c) Third course of applying blown or residual bitumen applied hot at 1.7 Kg/ sqm of ar ea. (d) Fourth course of 400 micron thick PVC sheet. [Note: Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm]. 6790 PJEWPF2698: Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing ceme nt compound consisting of applying : (a) After surface preparation, first layer of slurry of cement @ 0.488 Kg/sqm mixed with water proofing cement compound @ 0.253 Kg/sqm. (b) Laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 K g/sqm mixed with water proofing cement compound @ 0.670 Kg/sqm and coarse sand @ 1.289 Kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) Fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the pu rpose of measurement the entire treated surface will be measured. 6800 PJEWPF2699: Grading roof for water proofing treatment with : 6810 PJEWPF2700: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 6820 PJEWPF2701: Cement mortar 1:3 (1 cement : 3 coarse sand) 6830 PJEWPF2702: Cement mortar 1:4 (1 cement : 4 coarse sand) 6840 PJEWPF2703: Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers havin g Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elast omeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid ( dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping an d properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engine er-in-Charge. 6850 PJEWPF2704: Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC struc tures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ su bway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative ( internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrost atic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and directions of the Engineer-in-Charge. The product performance shall carry guaranteed for 10 years against any leakage : 6860 PJEWPF2705: For vertical surface two coats @ 0.70 kg per sqm per coat 6870 PJEWPF2706: For horizontal surface one coat @ 1.10 kg per sqm 6880 PJEWPF2707: Providing and applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterpro ofing polymers on interior wall plaster surface in three coats @ 14.35 Kg/10 sqm. One coat of self priming of cementatious waterproo fing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in t he ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per 10 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 20 NRECIV0003Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI g rade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes Finit in required proportion to make the are a clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall be measured). 30 NRECIV0004Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water with wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete a s per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with cleani ng powder,paint remover as per requirement all labour, material etc.complete. 40 NRECIV0005Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, cle aning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with al l labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 50 NRECIV0008Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Execut ive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, se gregate the waste into biodegradable & non bio-degradeable waste and finally dispose them separately at designated place (Dumping Ya rd/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc. complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to work men, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engine er-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepera tely. The unit MONTH (MON) shall mean per house/building per month 60 PJEDRA2588Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL s hall mean KILO LITRE] 70 PJEHOR2828Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of eart h measured in stacks will be reduced by 20% for payment]. 80 PJEHOR2830Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note : Volume of cattle manure measured in stacks will reduced by 8% for payment]. 90 PJEHOR2835Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 100 PJEHOR2836Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, du mp manure and/or good earth shall be paid separately under relevant item of SOR]. 110 PJEHOR2861Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Asho kas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minim um complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 120 PJEHOR2898Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and app lying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [ Note: Unit SQM shall mean PER SQM PER MONTH.] 130 PJEHOR2903Pruning, trimming, shaping of trees/ shrubs (height 15 feet & above) and removal of cut materials up to 50m lead inclusive of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 140 PJEHOR2904Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation wa ter at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering includi ng cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Un it EA shall mean PER TRIP]. 150 PJEHOR2908Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, debri s, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per direct ion of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 160 PJEHOR2909Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km lea d & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 170 PJEWAT2434Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut b rushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powde r @ 0.5gm per litre capaci ty of tank, including marking the date of cleaning on the side of tank body with the help of stencil and p aint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank s hould be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contrac tor at his own cost and nothing extra will be paid on this account].

BRR : 5181955 tender for Mow/Ar/Sr/Anurakshan/Sewage/ Other Works Of Govt. Resi. Qtrs. In Shivaji Nagar C Type And Other Under Rtc Sub Dn, Pwd Bhopalbldg. Sor Of 01.01.2024 Mow/Ar/Sr/Anurakshan/Sewage/ Other Works Of Govt. Resi. Qtrs. In Shivaji Nagar C Type And Other Under Rtc Sub Dn, Pwd Bhopal, Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. Lime, moorum, building rubbish Earth Manure or sludge Excavated rock Sand, stone aggregate below 40mm nominal size Stone aggregate 40mm nominal size and above Stone soling Bricks S.W. Pipes 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia 450 mm dia 500 mm dia 600 mm dia R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and reinforced cement pipes 100 mm dia 125 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia 450 and 500 mm dia 600, 700, 750 and 800 mm dia Add extra for every additional lead of 50 metre or part thereof. Lime, moorum, building rubbish Earth Manure or sludge Excavated rock Sand, stone aggregate below 40mm nominal size Stone aggregate 40mm nominal size and above Stone soling Bricks S.W. Pipes 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia 450 mm dia 500 mm dia 600 mm dia R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 100 mm dia 125 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia 450 and 500 mm dia 600, 700, 750 and 800 mm dia Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. beyond 30 cm girth up to and including 60 cm girth beyond 60 cm girth up to and including 120 cm girth beyond 120 cm girth up to and including 240 cm girth above 240 cm girth Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock Hard rock (requiring blasting) Hard rock (blasting prohibited) Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (No extra lift is payable if work is done by mechanical means)Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-InCharge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day Ordinary rock Hard rock (requiring blasting) Hard rock (blasting prohibited) Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil Pipes, cables etc., not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). Extra for excavating trenches for pipes, cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Ordinary rock : Pipes, cables etc. not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia Hard rock (requiring blasting) Pipes, cables etc. not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia Hard rock (blasting prohibited) Pipes, cables etc. not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m. Depth exceeding 1.5 m but not exceeding 3 m. Depth exceeding 3 m but not exceeding 4.5 m. Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m. Depth exceeding 1.5 m but not exceeding 3 m. Depth exceeding 3 m but not exceeding 4.5 m. Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : Depth not exceeding 1.5 m. Depth exceeding 1.5 m but not exceeding 3 m. Depth exceeding 3 m but not exceeding 4.5 m. Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be leftpermanently in position. (Face area of timber permanently left to be measured). Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required. In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) All kinds of soil. Ordinary or hard rock. Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m. All kinds of soil. Ordinary rock Hard rock (requiring blasting) Hard rock (blasting prohibited) Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) 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 using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. Deduct for disposed soil not levelled and neatly dressed. Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). Excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly with all lifts and lead upto 1000 metre. Earth work in rough excavation by any means and bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. All kinds of soil. Bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. All kinds of soil. Deduct for not rolling with power roller of minimum 8 tonnes for bankingfilling excavated earth in layers not exceeding 20cm in depth. Deduct for not watering with the excavated earth for bankingfilling Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm I.D.with inbuilt pressure compensation chip at every 30 cm interval in the tube,. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in- charge with bond of 5 year warranty. Permanent piping system with Junction boxes Anti-termite chemical injected area Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (All kinds of soil) Cement mortar 1:1 (1 cement: 1 sand) Cement mortar 1:2 (1 cement: 2 sand). Cement mortar 1:3 (1 cement: 3 sand). Cement mortar 1:4 (1 cement: 4 sand). Cement mortar 1:5 (1 cement: 5 sand). Cement mortar 1:6 (1 cement: 6 sand). Cement mortar 1:2 (1 cement: 2 stone dust). Cement mortar 1:2 (1 cement: 2 marble dust). White cement mortar 1:2 (1 white cement: 2 marble dust). Cement mortar 1:5 (1 cement: 5 marble dust). White cement mortar 1:3 (1 white cement: 3 marble dust). White cement mortar 1:5 (1 white cement: 5 marble dust). Mortar in lime , surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-25 – Grade concrete M-20 – Grade concrete M-15 – Grade concrete M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) With 40mm nominal size graded stone aggregate. M-15 - Grade concrete M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate With fly ash. 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash : 3½ sand: 9 graded stone aggregate 40 mm nominal size) 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M-25 – Grade concrete M 20 – Grade concrete M 15 – Grade concrete M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate With 40mm nominal size graded stone aggregate M-15 - Grade concrete M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Centering and shuttering including strutting, propping etc. and removal of form work for : Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. Above plinth: Columns, pillars, posts and struts. Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . M-15 (With 20mm nominal size graded stone aggregate) M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement morta1:3 (1 cement : 3 sand) on exposed surfaces complete.(With 20mm nominal size graded stone aggregate) Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 sand) on exposed surfaces complete. M-25 (With 20mm nominal size graded stone aggregate) M-20 (With 20mm nominal size graded stone aggregate) M-15 (With 20mm nominal size graded stone aggregate) M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. Providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : M-15 (With 20mm nominal size graded stone aggregate) M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Providing and Fixing upto floor two level pre cast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. M-15 (With 20mm nominal size graded stone aggregate) M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). 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). Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Extra for concrete work in superstructure above floor two level for each floors or part thereof Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.Note for item No. 4.15:- The quantity will be calculated by multiplying. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. Extra for laying concrete in or under foul positions. Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) Extra for addition of synthetic polyester triangular fiber of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/ Water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in- Charge. Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) Providing and fixing up to floor two level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete . 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) Providing and fixing up to floor two level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design curing, 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 the Engineer-in-charge.Note : (1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacemen to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. All works up to plinth level: M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) All works above plinth and upto floor two level M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in- charge. All works up to plinth level: M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) All works above plinth and upto floor two level M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Plum Cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. Providing and laying cement concrete in Sunken floors of WC, Toilet, Wash Area, etc with 1:5:10 (1 cement : 5 coarse sand (zone-3) : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete M-15 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. M-20 Grade Concrete Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in Concrete grade. M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel. Above plinth upto 3.6 m height from plinth level Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. Suspended floors, roofs, landings, balconies and access platform. Shelves(Cast in situ) Lintels, beams, girders, bressumers and cantilevers Columns, P i l l a r s , Piers, Abutments, Posts and Struts. Stairs, (excluding landings) except spiral- Staircases. Spiral staircases (including landing). Arches, domes,vaults upto 6m span Extra for arches, domes, vaults exceeding 6 m span Chimneys and shafts Coffer/waffle slab of any size or shape as shown in the drawing. Well steining Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. Cornices and mouldings Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. Weather shade, Chajjas, corbels etc., including Edges. Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering of the jambs, sills and soffits. 50 mm thick 40 mm thick 25 mm thick Encasing rolled steel sections, in beams and columns, with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. Encasing rolled steel section in grillages with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including centering and shuttering but excluding cost of expanded metal and hangers. Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Mild steel and Medium Tensile steel bars. Hard drawn steel wire Cold twisted bars (CTD) Hot rolled deformed bars Hard drawn steel wire fabric Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. Providing and fixing in position copper plate as per design for expansion joints. Providing and filling in position, blown bitumen in expansion joints. Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 12 mm thick 25 mm thick 50 mm thick Providing and fixing sheet covering over expansion joints with iron screws as per design. Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 150mm wide. 200mm wide. 250mm wide. Aluminium fluted strips 3.15mm thick. 150 mm wide. 200 mm wide. 250 mm wide. Stainless steel Grade 304 plate-1.0 mm thick 150 mm wide. 200 mm wide. 250 mm wide. Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete.Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition Extra for laying reinforced cement concrete in or under foul positions. Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level. All works above plinth level and upto floor five level. Add extra for each floor for all works above floor five level. Extra for providing richer mixes of BMC design mix as per item no 5.27 upto plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) Providing M-25 grade concrete instead of M- 20 grade.(Note : minimum cement content is @ 330 kg/cum) Providing M-30 grade concrete instead of M- 25 grade.(Note : minimum cement content is @ 340 kg/cum) Providing M-35 grade concrete instead of M- 25 grade.(Note: : minimum cement content is @ 350 kg/cum) Providing M-40 grade concrete instead of M- 25 grade.(Note: minimum cement content is @ 360 kg/cum) Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in M-20 –Grade Concrete (with graded stone aggregate 10mm nominal size. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. Providing and laying in position ready mixed concrete (RMC) of M-25 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: Minimum cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) All works upto plinth level. All works above plinth level and upto floor V level. Extra for each additional floor for all works above floor five level Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. Non pigmented wet curing compound Pigmented wet curing compound. Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement each polymer block having at least four holes for passing one or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. Frame 125 mmx 60 mm (double rebate) Frame 100mmx 60 mm (Single rebate) Frame 85mmx 60 mm (Single rebate) Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). Providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non- staining, with less than 1 percent water absorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 12 mm thick 25 mm thick. 50 mm thick. Providing and sealing the retaining wall expansion Joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 T5/T6including fixing of an imported EPDM moisture Barrier conform to (American Society for Testing and Materials) 2240 & ASTM - G53 & 84 fixing with Epoxy adhesive confirm to ASTM C-881 complete in all respect as per manufacturer Drawing and specifications. With 5 year guarantee. Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 150mm wide 200mm wide 250mm wide Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in- charge. Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap Floor Joint of 150 mm gap Floor Joint of 200 mm gap Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). Wall Joint of 100 mm gap Wall Joint of 150 mm gap Wall Joint of 200 mm gap Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. . The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) Roof Joint for 100 mm gap Roof Joint for 150 mm gap Roof Joint for 200 mm gap Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc. complete. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement:6 sand). Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement:6 sand). Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement: 6 sand). Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement : 6 sand) Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 100 kg / cm2 average compressive strength. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Having 75 kg / cm2 average compressive strength. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Having 50 kg / cm2 average compressive strength. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Brick work with calcium silicate bricks machine moulded conforming to IS:4139, having 100 kg/cm2 average compressive strength in super structure above plinth level upto floor II level in : Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Brick work with extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 sand) Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1 cement : 4 sand) Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1 cement : 4 sand) Providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1 cement : 4 sand) Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. Having 100 kg/cm2 average compressive strength. Cement mortar 1 : 3 (1 cement : 3 sand) Cement mortar 1 : 4 (1 cement : 4 sand) Having 75 kg/cm2 average compressive strength. Cement mortar 1 : 3 (1 cement : 3 sand) Cement mortar 1 : 4 (1 cement : 4 sand) Having 50 kg/cm2 average compressive strength. Cement mortar 1 : 3 (1 cement : 3 sand) Cement mortar 1 : 4 (1 cement : 4 sand) Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg /sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. Ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design Brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 cement : 3 sand). Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 sand) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% Providing half brick masonry with kiln burnt clay bricks of 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 Cement : 3 sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. Extra for laying brick work in or under foul position. Providing and laying cellular concrete blocks masonry having density ranging from 800kg/m3 in super structure above plinth level up to floor two level in cement mortar 1:4 (1 cement: 4 sand) The nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. The size of the blocks specified other than those specified may also be used. Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM international standard including raking out joints. Vertical bands shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. AAC Masonry in polymer modified mortar Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. Precast autoclaved aerated concrete (AAC) reinforced wall panels:- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 -1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer-in- charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Cost of reinforcement inside AAC panels shall be paid separately. Add extra for AAC wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. 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) From ground level upto plinth level Above plinth level upto floor II level Brick work with modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) From ground level upto plinth level Above plinth level upto floor II level Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 Extra for Gypsum panel Partitions in superstructure above floor two level for every four floors or part thereof. Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 sand) Random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1cement: 6 sand). Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof Extra for random rubble masonry with hard stone in : Square or rectangular pillars Circular pillars. Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. Cement mortar 1:6 (1 cement : 6 sand) Cement mortar 1:6 (1 cement : 6 sand) Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof Extra for coursed rubble masonry with hard stone (first or second sort) in : Square or rectangular pillars Circular pillars. Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. Stone work in plain ashlar masonry in super structure upto floor two level in cement mortar 1:6 (1 cement : 6 sand) including pointing with cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the sand stone shade : One face dressed. Red sand stone White sand stone Both face dressed. Red sand stone. White sand stone Stone work plain ashlar masonry in arches in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. One face dressed. Red sand stone White sand stone Both face dressed. Red sand stone. White sand stone Stone work plain ashlar masonry in domes, in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. One face dressed Red sand stone White sand stone Both face dressed. Red sand stone. White sand stone. Stone work ashlar masonry punched (ordinary) in superstructure above plinth level and upto floor two level in cement mortar 1:6 (1 white cement: 6 sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. Red sand stone one face punched. Red sand stone both face punched White sand stone one face punched. White sand stone double face punched Extra for stone work, plain ashlar or ashlar punched above floor two level for every floor or part thereof. Extra for plain ashlar or ashlar punched in : Square or rectangular pillars Extra for stone work; plain ashlar or ashlar punched in curved on plan with a mean radius not exceeding 6 m. Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. And removal (area of soffit to be measured). Stone work sunk or moulded or sunk and moulded upto floor Two level in cement mortar 1:6 (1cement : 6 sand) including pointing with white cement mortar 1:2 (1 white : 2 marble dust) with an admixture of pigment matching the stone shade : Red sand stone White sand stone Extra for stone work sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars Circular or polygonal pillars Extra for stone work sunk or moulded in cornices. Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 meter height backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of clamps which shall be paid for separately): Red sand stone - exposed face fine dressed with rough backing. 70 mm thick. 60 mm thick. 50 mm thick 40 mm thick. 30 mm thick. Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick. 60 mm thick. 50 mm thick 40 mm thick. 30 mm thick. White sand stone - exposed face fine dressed with rough backing. 70 mm thick. 60 mm thick. 50 mm thick 40 mm thick. 30 mm thick. White sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick. 60 mm thick. 50 mm thick 40 mm thick. 30 mm thick. Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement :2 sand) including making the necessary chases in stone and holes in walls wherever required. Providing and fixing stone dowels of size 10x5x2.5cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases. Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 sand) including pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the stone shade: Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. White sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade: Red sand stone White sand stone 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 sand) including finishing complete. Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone White sand stone Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1cement :3 sand) including pointing in white cement mortar 1:2 (1white cement: 2stone dust) with an admixture of pigment , matching the stone shade, jali slab without any chamfers etc. Red sand stone White sand stone Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. Extra for laying stone work in or under foul position. Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in- charge. Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3 sand) and jointed with Cement mortar 1:2 (1 cement : 2 marble dust) including rubbing and polishing complete. (To be secured to the backing by means of cramps which shall be paid for separately) 25mm thick Kota stone slabs exposed face dressed and rubbed. 25mm thick Dholpur stone slabs exposed face dressed and rubbed. 20 to 25mm thick kota stone slabs exposed slab not dressed and rubbed. 20 to 25mm thick Dholpur stone/shivpuri stone not dressed and rubbed. Stone tile work with 8mm thick mirror polished and machine cut edge for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand), including pointing in white cement with an admixture of pigment to match the stone shade. Granite stone of any colour and shade Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. Providing and fixing dry stone cladding upto 10 metre height with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and/ or with the help of cramps, pins etc. And sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins. shall be paid for separately.) Red sand stone. White sand stone Providing and fixing structural steel frame (for dry stone cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/rectangular tube in the required pattern as per architectural drawing including including drilling necessary steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution).The frame work shall be fixed in true horizontal and vertical lines/ planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel clamps shall be paid for separately and nothing extra shall be paid.) Providing and fixing adjustable stainless steel clamps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer (total weight not less than 260 gms) for dry stone cladding fixed on frame Providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coated of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of aluminium structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels.. (A) Structural analysis anddesign and preparation of shopdrawings for the specified designloads conforming to IS 875 partIII (the system must passed theproof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sectionsBfor fixing glazing panels of various thicknesses, aluminum cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage andprotection against fire hazard including (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 brackets of required sizes, sections and profiles etc. toaccommodate 3 Dimentional movement for achieving perfect verticality and fixing structuralglazing system rigidly to the RCC/ masonry/structural steel framework of building structureusing stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contactswith nuts and washers etc. of stainless steel grade 316, of the required capacity and in requirednumbers.(C) Providing and filling, two part pump filled, structural silicone sealant and one partweather silicone sealant compatible with the structural silicone sealant of required bitesize in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(D) Providing and fixing in position flashings of solid aluminum sheet 1 mm thick andof sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight(E) Making provision for drainage of moisture/ water that enters the curtain glazing systemto make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.8.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick having density 48 kg/m3, conforming to IS: 8183 and BS: 3958 Part 5.The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., included in cost of relevent Item). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) Design, supply and installation of suspended Spider Glazing system designed to withstand the wind pressure as pr IS 875 (Part- III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider and other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.For the purpose of payment actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured., Providing and fixing aluminium magnesium alloy (FACADE) wall cladding system consisting of panels 200mm wide x 17mm deep x 0.5mm thick of maximum length of 6.0 mtr. coil coated on a continuous paint line double baked and roll formed from centre to centre at a distance of maximum 1.20 mtr. The stringer shall be fixed to a suitable rigid structure. All panels shall be achromatised for maximum bond between metal and paint, enamelled twice under high temperature one side with full primer and the other side (inner side) with a primer coat on a continuous paint line, and fixed as per the direction of the Engineer-in-Charge. Providing and fixing Aluminium Magnesium alloy Plain Panel Sun Louvres of approved colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length upto 6 mtrs coil coated on a continuos paint line double baked between metal and paint, enamelled twice under high temperature one side with full primer and finish, the other side (inner side) with a primer coat and Skin Coat on a Continuos Paint Line.Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. upto two decimal places. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Sal wood Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. Frame of size 100mmX60mm single or double rebate Frame of size 120mmX60mm double rebate. Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001(Part-B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately). Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw) Sal wood Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. Extra for additional labour wood work in circular shape, such as in frames of fan light : Second class teak wood Sal wood Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. Second class teak wood 35 mm thick shutters 30 mm thick shutters Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 35 mm thick shutters 30 mm thick shutters Kiln seasoned selected planks of sheesham wood. 35 mm thick shutters 30 mm thick shutters Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 35 mm thick 30 mm thick Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Second class teak wood Kiln seasoned and chemically treated Haldu, Kail, Bija wood 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. Ply wood 5 ply, 9 mm thick : Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type Ply wood 7 ply, 9 mm thick : Decorative plywood both side decorative veneer (Type- I) conforming to IS 1328 BWR type. Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type Particle Board 12 mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. Coir Veneer Board (conforming to IS 14842) 12 mm thick Float glass panes 4 mm thick glass pane (weight not less than 10 kg/sqm) 5 mm thick glass pane (weight not less than 12.5 kg/sqm) Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked: 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 35 mm thick 30 mm thick Kiln seasoned and chemically treated Haldu, Kail, Bija wood 35 mm thick 30 mm thick Kiln seasoned selected planks of sheesham wood. 35 mm thick 30 mm thick Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood 30 mm thick shutters 35 mm thick shutters Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick float glass panes for doors, windows and clerestory windows including ISI marked fixing with M.S. pressed butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge. 30 mm thick shutters. Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) 5 mm thick instead of 4 mm thick. 10 to 12 mm float glass 5.5 mm safety glass 10-12mm safety glass Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). Extra for S.S, hinges providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). Deduct for not providing hinges in doors, windows or clerestory window shutters with : Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. Providing and fixing 25 mm thick Second class teak wood shutters using 4mm float glass for cup board etc. : Panelled or panelled and glazed shutters : Using ISI marked anodised aluminium butt hinges with necessary screws. Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Glazed shutters : Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 12 mm thick 18 mm thick Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 18 mm thick 25 mm thick 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 shutter. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : Rectangular or square. Circular. Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568 for doors, windows and clerestory windows including ISI marked M.S. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of Engineer-in-charge: 35 mm thick shutters 30 mm thick shutters Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc. Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 25 mm long 32 mm long 40 mm long 50 mm long 60 mm long Providing and fixing 2nd class teak wood plain lining tongued and grooved including wooden plugs complete with necessary screws and priming coat on unexposed surface. 40 mm thick. 25 mm thick. 20 mm thick 12 mm thick Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 12 mm thick 18 mm thick 25 mm thick Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. Providing and fixing 4mm thick coir veneer board, ISI marked IS: 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. Providing and fixing skirting of Pre- laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 18 mm thick 25 mm thick Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 2nd class teak wood 50x12 mm 50 x 20 mm Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 50x12 mm 50x20 mm Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with : Second class teak wood. Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked,, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS: 14842, including top cover of 6 mm coir veneer board, nickle plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick 150mm wide. Non decorative veneer on both sides. Particle board with decorative veneering on both sides. Providing and fixing teak wood lipping of size 25x3 mm in pelmet. Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 12 mm dia. 20 mm dia. 25 mm dia. Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets : 20 mm dia (heavy type) 25 mm dia (heavy type) Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Fixed to openings /wooden frames with rawl plugs screws etc. Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete. With 2nd class teak wood beading 62x19 mm. With 12 mm mild steel U beading. Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) Providing wooden beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : Sal wood. Haldu, Kail, Bija wood. Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 125x65x2.12 mm 100x58x1.90 mm 75x47x1.70 mm 50x37x1.50 mm Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete : 125x90x4.00 mm 100x75x3.50 mm 75x60x3.10 mm 50x40x2.50 mm Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 125x65x2.12 mm 100x58x1.90 mm 75x47x1.70 mm 50x37x1.50 mm Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete : 150x125x27x2.80 mm 125x125x27x2.80 mm 100x125x27x2.80 mm 75x100x20x2.24 mm Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 150 mm 125 mm 100 mm Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 150 mm 125 mm 100 mm Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete. Overall width 35 mm. Overall width 50 mm. Overall width 65 mm. Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 300x16 mm 250x16 mm Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 300x20x6 mm 250x20x6 mm Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm 100 mm 75 mm Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 150 mm 115 mm 90 mm Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 300 mm weighing not less than 200 gms. 250 mm weighing not less than 150 gms. 200 mm weighing not less than 120 gms. Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.) Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 300x16 mm 250x16 mm Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing ISI marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. Providing and fixing ISI marked stainless steel door latches with screws etc. complete : 300x20x6 mm 250x20x6 mm Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 125 mm 100 mm 75 mm Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 150 mm 115 mm 90 mm Providing and fixing stainless steel casement stays (straight peg type) conforming to IS specification with necessary screws etc. complete. 300 mm weighing not less than 200 gms. 250 mm weighing not less than 150 gms. 200 mm weighing not less than 120 gms. Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.) Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90 mm 100X58X1.90 mm 75x47x1.80 mm 50x37x1.50 mm Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm 100x60x2.50 mm 75x50x2.50 mm Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality) Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) 125x70x4 mm (ordinary type) 100x85x5.5 mm (heavy type) 100x70x4 mm (ordinary type) 75x65x4 mm (heavy type) 75x40x2.5 mm (ordinary type) 50x40x2.5 mm (ordinary type) Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 150x125x27x5 mm 125x125x27x5 mm 100x125x27x5 mm 75x100x20x3.2 mm Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 400x10 mm 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 250x16x5 mm Providing and fixing bright finished brass handles with necessary screws etc. complete. 125 mm 100 mm 75 mm Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 300x16mm 250x16mm Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : 40 mm 50 mm 65 mm 75 mm Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality) Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms 250 mm weighing not less than 280 gms 200 mm weighing not less than 240 gms Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete: 150 mm 115 mm 90 mm Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete. Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing chromium plated brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing chromium plated brass night latch including necessary screws etc. complete (Best make of approved quality). Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : Size 40 mm Size 50 mm Size 65 mm Size 75 mm Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. Providing and fixing chromium plated brass sliding door bolts ISI marked with nuts and screws etc complete. 300x16mm 250x16mm Providing and fixing chromium plated brass tower bolts ISI marked with nuts and screws etc complete. 400X10mm 300x10mm 250x10mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete. 300x16x5mm 250x16x5mm Providing and fixing chromium plated brass night latch ISI marked with necessary screws etc complete. Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm 100 mm 75 mm Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms 250 mm weighing not less than 280 gms 200 mm weighing not less than 240 gms Providing and fixing ISI marked aluminium butt hinges 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: Note:- Aluminum hinges shall not be used in wooden shutters. 125x75x4 mm 125x63x4 mm 100x75x4 mm 100x63x4 mm 100x63x3.2 mm 75x63x4 mm 75x63x3.2 mm 75x45x3.2 mm Providing and fixing aluminium sliding door 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 nuts and screws etc. complete: 300x16 mm 250x16 mm 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: 400X10mm 300x10 mm 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm 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. 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: 125 mm 100 mm 75 mm Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper Twin rubber stopper Providing and fixing aluminium casement window stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter including fixing etc. complete as per direction of Engineer-in-charge. Providing and fixing PTMT handles with necessary screws etc. complete. 125x34x24 mm weighing not less than 23 gms. 150x34x24 mm weighing not less than 26 gms. Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 152x42x18 mm weighing not less than 60 gms. 202x42x18 mm weighing not less than 78 gms. Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. Providing and fixing PTMT hanging type floor door stoper with necessary screws etc complete. Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62x19 mm. With 12 mm mild steel U beading. Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Haldu, Kail, Bija wood in scantling of section 50x25mm fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 50x50mm (base and height). Providing and fixing 2nd class teak wood lipping/ moulded beading or Taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer- in-charge. Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality). Triple strip vertical type. Double strip (horizontal type). Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 300mm long 450mm long 500mm long Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) Providing and fixing 12mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick. Marine plywood conforming to IS: 710 Fire retardant plywood conforming to IS: 5509. Providing and Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 1.5 mm thick. 1.0 mm thick. Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge. Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in- Charge. With decorative veneering on one side and commercial veneering on other side. With non decorative veneering on both sides. Providing and fixing factory made shutters of 25 mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium U type edge beading all- round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of U beading and hinges will be paid for separately). Providing and fixing in wall lining MDF board medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 12 mm thick. 18 mm thick. 25 mm thick. Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade(Grade-I) IS:14587:1998 marked one side decorative to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete Providing and fixing skirting with Pre- laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete. 18 mm thick 25 mm thick Providing and fixing partition upto ceiling height consisting of G.I. frame and required board including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corner (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete. 75mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum (GRG) plaster board conforming to IS: 2095: part 3 1996 Board with BIS certification marks. 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS:2095: part I 1996 Board with BIS certification marks. 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./sq.cm. 66mm overall thickness partition using 8mm thick double skin non- asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (High pressure steam cured) as per IS: 14862 with suitable fibre cement screw. 68mm overall thickness partition using 9mm thick Heavy Duty Fibre Cement Board double skin non asbestos, reinforced with cellulose fibre,manufactured through autoclaving proces(High presssure steam cured)Type A, Category 4 conforming to IS 14862:2000. (for wet areas) 70 mm overall thickness Partition using 10mm thick double skin non-asbestost multipurpose termite, fire & moisure resistance (acoustic 30db) cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the W profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55 mm, placed @ 610mm C/C with fully threaded self- tapping dry wall screws. Board is fixed to the W profile with 25 mm countersunk ribbed head screws @ 200mm C/C., all complete as per the drawing and directions of engineer-in-charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 10 mm thick tapered edge calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure, with compressive strength 225 kg/sq.cm, Bending strength 100 kg/sq.cm. 12 mm thick Gypsum board conforming to IS: 2095 Part-I. 8 mm thick non-asbestost multipurpose termite, fire & moisure resistance cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 8mm Both side Factory Prelamianted cement bonded particle board as per IS: 15786. 9mm thick non asbestos,heavy duty fibre cement board reinforced with cellulose fibre manufactured through autoclaving process(High pressure steam cured) Type A,Category 4, conforming to IS 14862. Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically and horizontally ) including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer- in-charge. Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). Board 12 mm thick Board 18 mm thick Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 18 mm thick 25 mm thick Providing and Installation of acoustical wall panelling fabric finish hardened square edge, FR grade fabric (colour as approved by Egnineer in charge) wrapped soft fibre core (glass fibre) panel having metal framing, of size 600x2100x25mm having density 100-120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9 installed by using impaling clip. Impaling clips are attached directly to the wall/frame work with the points extending outward. Then panels shall positioned and pressed into place. Providing and installation of acoustical wall panelling wood finish Slats made out of HDF board , Melamine / veneer laminated finish, perforated wooden grooved slats (2mm grooves @ 8mm centers) / (2mm Slats @16mm pitch) / (2mm grooves @ 32mm centers) / (2mm grooves @ 64mm centers), Aluminium core cross channel having thickness 0.5mm, length 2400mm, web 15mm and 27mm, depth 18mm and flanges of 7mm with suitable edge and centre brackets is then fixed perpendicular to the cross channel with the help of fasteners at every 400mm centers. Contractor to Provide expansion joints of 3mm at every 5mts bothways. Providing and installation of paintble acoustic wall panelling consisting of strand kerfed edge paint finished as approved by Engineer in charge. magnesite bonded wood fiber panels of size 600x2400x20mm having density 400kg/m3, weight 8- 20kg/m2 which is fixed to GI strut system. fastened to wall positioned horizontally in a regular manner at 600mm centers. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channel at 600mm centers. The Kerfed edge panels shall be then inserted into the H-spline against wall to perfect fit. Wt. 8.20 kg/m2 Wt. 4.2 kg/m2 Providing and fixing plain lining with necessary screws/nuts and bolts/ nails including a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-incharge. (Frame work shall be paid forseparately) 12mm thick commercial ply conforming to IS: 1328 BWR type. 18mm thick commercial ply conforming to IS: 1328 BWR type. Providing and Installation of acoustic wall panelling consisting of Soak Coard of selected colours as approved by Engineer in charge. Kerf edge Fabric wrapped wood fiber panels of size 600x2400x20mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI strut system. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channels at 600mm centers. Kerfed edge Fabric wrapped panels shall be then inserted into the H-spline against wall to perfect fit. Providing and Installation of acoustic wall panelling consisting of Soak Cord of selected colours as approved by Engineer in charge, square edge Fabric wrapped wood fiber panels of size 600x1200x10mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI struts,Z bars. GI Z bars having 40mm height, thickness 1.2mm is first fixed behind the panels by identifying resin spots by using suitable fasteners.Clean exposed surfaces of wall and ensure walls are in plumb line before installing on wall (provide necessary packing shims if required). Soak cord square edge panels shall be slided into the Z bars fixed on wall. Providing and installation of acoustic wall panelling consisting of Stretch NRC by using FR Grade NRC fabric of size 1700mm width, shall be stretched by using wooden base 10mm thick, rigid vinyl Stretch Tracks half wrap/ full wrap 25mm and Midseam 300mm centers. The fabric is stuck on the Align Tape (by removing the protective cover) at the same time as being stretched and tucked into the Stretch tracks and secure into the locking jaws so that it will be smooth, free of wrinkles with the tucking tools. Note -minimum 50mm additional fabric is required for tucking hence maximum module width would be 1600mm. Providing and Installation of wall panelling consisting of Square edge Magnesia core panels of size 1100x2400x8mmmm having density 1000kgs/m3, weight 8kg/m2 installed by using GI Strut system. The GI struct system includes Cross channel having thickness 0.45mm, length 3600mm, knurled web 40, depth 10mm and equal flanges of 15mm is fastened to wall positioned horizontally in a regular manner at 600mm c/c. The panels to be fixed on the cross channel with suitable fasteners. Supplying and installation of magnesia block 66 mm thick drywall partition including Framework includes Floor/ Head GI channels having thickness 0.5mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. Second layer of magenesia oxide block 8mm thick should be fixed other side of the frame work similar fashion as the first layer. 3mm gap should be maintained between boards.3 mm gap shall be filled with jointing compound. Magnesia oxide block shall have following physical charecterstics. Using 8mm thick magnesia block Using10mm thick magnesia block Using12mm thick magnesia block Using12mm thick magnesia block Add extra for providing and fixing Thermal insulation by providing 50mm thick synth PF having dencity 1000 GSM within the cavity held in position by using chicken wire mesh/ cross bracing/ pasting to the wall. Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum panels of size 666x500x100mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstructure above plinth level up to floor II level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2. Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: Extruded section Profile size 48x40 mm. Extruded section Profile size 42x50 mm. Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. Providing and fixing 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25mmx11mm. Door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100mmx37mm with wall thickness 2mm (±0.2mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos. of plastic brackets of size 100mmx37mm, wall thickness 2mm (+0.2mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100mmx20 mm, and inserting 2 nos. tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-charge. Providing and Fixing, factory made, PVC door frame made of PVC extruded sections of size 75mmx53 mm, having wall thickness 2.0mm (±0.2mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28mm x 30mm x2mm thickness (± 0.2 mm) and 75mmx200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos. of 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineer-in-charge. Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115mm x 37mm with wall thickness , panels of 100 x 20 mm printed and laminated and inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-Charge. Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in- Charge. Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification and drawing. Plain PVC door shutters. Pre laminated PVC door shutters. Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and Jointed with self driven self tapping screws of size 38 mm x 4 mm and PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge. Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles and rails shall be of size 75 mmx30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: Non decorative finish. Decorative finish (both side wood grained finish). Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/lugs or S.S. dash fasteners shall be paid separately) Single rebate (75 mm X 50 mm) Single rebate (100 mm X50 mm) Single or double rebate (125 mm X 65 mm) Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 30 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 35 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white colour and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 18 mm thick 25 mm thick Providing and fixing factory made single extruded WPC (Wood polymer composite solid plain white color board for backing of cupboards and bathrooms/ kitchen cabinets etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-in-Charge. (Note: stainless steel screws shall be paid separately) 6 mm thick 12 mm thick Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (±0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 40x20mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5mm (±0.2mm) thick, having styles and rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of Engineer-in- charge. Non decorative finish (matt finish). Decorative finish (wood grained finish). Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. Providing and fixing Fibre Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibreglass from all sides. MS stat shall be provided Providing and fixing to existing door frames. 30 mm thick glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels conforming to IS: 14856 including fixing to frames. Providing and fixing door frame FRP 30mm thick fiberglass reinforced Plastic (F.R.P.) flush door shutter in different plain and wood inish made with fire retardant grade unsaturated polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. Providing and fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja 4mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746 duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather and sunlight. Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in- charge (Dash fastener to be paid for separately). Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with G.I. beading of appropriate size made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc. complete all as per direction of Engineer- in-charge. With clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch and Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. Providing and Fixing factory made UPVC door frame made of UPVC exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm (±0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mmx30 mm having wall thickness 2 mm (±0.2mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of Engineer-in-charge. Providing and Fixing, UPVC factory made, white colour casement/sliding window and door made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of Engineer-in-charge. (Glazing, hardware hinges and fitting etc. to be paid separately.) Casement Window (Outward/Inward opening) with hinge System. Frame (50 mm x 50mm) Sash (Style and Rail) (62 mm x 34 mm) Mullion (intermediate Section) (66mm x 50 mm) ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) Glazing bead (12mm x 18mm) Casement Window (With friction hinge and outward opening) Casement Frame (67mm x 62mm) Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) Casement Glazing bead (35mm x 18 mm) Sliding Window (Two Track, 2/4 Shutters) Two Track Sliding Frame (67mm x 52mm) Sliding window Sash (60mm x 44mm) Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) Sliding Glazing bead (35 mm x 18 mm) Sliding Door (Two Track, 2/4 Shutters) Two Track Sliding Frame (67mm x 52mm) Sliding Door Sash (80mm x 44mm) Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) Sliding Glazing bead (35 mm x 18 mm) Providing and fixing stainless steel (SS- 304 grade) friction hinges to the side/ top hung UPVC windows, of approved quality with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 200 x 19 x 1.9 mm 250 x 19 x 1.9 mm 300 x 19 x 1.9 mm 350 x 19 x 1.9 mm 400 x 19 x 1.9 mm Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete. Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete. Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. Providing and fixing steel roller for UPVC sliding door with necessary screws etc. complete. Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete. Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of UPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic capsof approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) Providing and fixing factory made UPVC white colour sliding glazed window above 1.50 m in height dimension comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section madAfter fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Note: - For UPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture PVC beading as gap insert below top and bottom rail joined together using solvent cement adhesive. An additional 5mm thick Prelaminated PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer’s specification and drawing. 30 mm thick pre laminated PVC door shutters. Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company. 24 to 25 mm thick plain solid PVC flush door shutter 28 to 30 mm thick plain solid PVC flush door shutter Providing and fixing factory made pre laminated solid PVC flush door shutters 28 to 30 mm thick made from co-extruded three layer rigid PVC foam sheet with density not less than 600 kg/cum, conforming to IS: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg/cum, lamination shall be at the manufacturing process itself and manufactured by an ISO: 9001-2000 certified company. 1mm thick laminated sheet 0.12 mm thick laminated sheet Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands withing frame of door/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS: 2202. The rate shall be inclusive of all material and labour complete and as per specification and dirction of Engineer-in-Charge. 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed cross bands including all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50cm. Each shutter shall be factory made to the exact opening size within frame of doors/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with IS:2202. 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 25mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. Deduct for not providing 2nd class teak wood batten lipping in factory made shutters i.e. item no 9.203 and 9.204. Providing & fixing acrylic solid surface in thickness 4/6/12 mm of approved colour made out of non-porous surfacing material homogeneously composed of ± 1/3 acrylic resin (also known as PolyMethyl Methacrylate -PMMA), and ± 2/3 NO extra shall be paid for joint adhesive, silicon or related accessories and for transportation. Item should cover 5 years, commercial warranty of product as per FCWS norms. The product should be UV protected for exterior applications & LGA hyginene tested anti bacterial for health care application areas. Area of application are Table Tops, Exterior facade cladding, health care areas like modular operation theater hospital scrubs, wash basins, partition & paneling, laboratory commercial show room, hotels, office & residential areas. Acrylic Solid Surface sheet – Glacier white designer white 6 mm thick sheet 12 mm thick sheet Acrylic Solid Surface sheet - Any Solid colours/Hospital use Medi Blue 6 mm thick sheet 12 mm thick sheet Acrylic Solid Surface sheet - Any other 6 mm thick sheet 12 mm thick sheet Providing and fixing of 8 mm thick non asbestos multipurpose board reinforced with cellulose fibers for wall cladding will consist of following operations:1. Fixing of a layer of 6mm Moisture/fire Resistance Heavy Duty fibre cement Boards over above mentioned 6 mm heavy duty fibre cement board with the help of 25mm self drilling, self tapping Fibre Cement screws @ 300mm c/c. All external corners are to be protected with the use of suitable corner profile of GI or PVC. All above operation is to be done in order and as directed by Engineer-in-Charge.(frame work to be paid separately). Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS: 15380(2003), eco-friendly, termite resistant, borer free, anti warping phenol formaldehyde (PF), decorative designe moulded or rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company’ gujcon, century, green shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), non decorative designe moulded and labor complete as per specifications and direction of engineer-in- charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. Providing and fixing IS marked factory made High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), 2 and 4 Panel designe moulded or plain construction with particle board shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. HDF decorative prelaminated pine wood panel door with glass / wiremash:- Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), . The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 32 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. Piano hinges with screws. Non Decorative Pine Wood Flush Door:- Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer- in-charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned sheet shall be as per IS: 2046 type S of approved quality. Each shutter shall be factory made to the exact size (opening) within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in- charge. 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in-charge. 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75 mm long ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) s and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides,made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastne with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. 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. Structural steel work using M.S. flats, angles, channels I-section, H-section etc. 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. Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners 25mm dia pulley,40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6mm for diagonal braces Using flats 30x6mm for diagonal braces and central cross piece. 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 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.25mm M.S. laths with 1.25 mm thick top cover. 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 80x0.90 mm M.S. laths with 0.90 mm thick top cover. Extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area. Exceeding 16.80 sqm in area. Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured). Providing and fixing ball bearing for rolling shutters. Providing and fixing factory made ISI marked glazed steel doors, windows and ventilators side /top /centre hung with beading and Z-section all members such as F7D, F4B, K11 B and K12 B and other tubular section member etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Extra for providing and fixing steel beading of size 10x10x1.6mm (box type) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. Providing and fixing L-iron or T-iron frames for doors, windows and ventilators of mild steel L-section or T-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge: Profile B of 1.60mm thick single rebate of size 80mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile C of 1.60mm thick single rebate of size 100mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile E of 1.60mm thick double rebate of size 115mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile B of 1.25mm thick single rebate of size 80mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile C of 1.25mm thick single rebate of size 100mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile E of 1.25mm thick double rebate of size 115mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes Hot finished seamless type tubes Electric resistance or induction butt welded tubes. Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing. Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. Providing and fixing bolts including nuts and washers complete. Providing and fixing M.S. rivets of sizes in position. Welding by gas or electric plant including transportation of plant at site etc. complete. 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. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. M.S. tube. E.R.W. tubes. Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10x60 mm 10x80 mm 10x120 mm 10x140 mm 10x160mm Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete. Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. With 4.0 mm thick glass panes With 5.50 mm thick glass panes With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm box beading. With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. Add extra for providing and fixing froasted glass instead of float glass. With 4.0 mm thick glass panes. With 5.5 mm thick glass panes. Supplying at site: R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately). Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (cost of earth work in excavation and concrete work in foundation to be paid separately) Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). Supplying and fixing turn buckles and straining bolts for barbed wire fencing. (Labour rate only). Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) with GI barbed wire. Fencing with barbed G.I. wire angle iron post placed fitted to at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only). Providing and fixing G.I. or PVC coated G.I.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) Made of G.I. wire. Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). Providing and fixing of ISI marked insulated fire rated GI Sheet doors conforming to FD 120-PI classification of IS 3614:2021 with fire rating of 120 minutes integrity and 30 minutes insulation. The factory manufactured door frame and shutter assembly shall be made out of minimum 120 GSM coating as per IS: 277. Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door should carry a minimum 500 Hrs of salt spray test. All accessories like hardware, vision panel, fire & smoke seal etc to be supplied by Fire door manufacturer only as per the guidelines laid down in IS 3614:2021.Every door must carry a label confirming to type of door & its fire rating. The Door frame shall be single rebate grooved profile of size minimum 125 mm x 75mm made out of 1.50mm minimum thick galvanized steel sheet. Frames shall be butt / mitered joint and field assembled with bolting system. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip of size 10x4mm. All provisions should be mortised & provided with necessary inbuilt reinforcement to receive appropriate hardware. Frames should be provided with back plate bracket for anchor fastner with 8-10 mm dia and minimum 80 mm long HDG fasteners, with Polyamide sleeves (Payable in extra item) for installation of frame in finished plastered masonary wall opening. Note:- For grouting of Steel frames in masonary installations ;cement slurry of 1:3 ratio by civil contractor/fire rated PU foam or such fire rated material may be recommended except head member(Payable in extra item). Door leaf should be minimum 60mm thick fully flush double skin door. Door leaf must be manufactured from minimum 1.2mm thick galvanised steel sheet. The infill material shall be mineral wool of minimum density 96 kg/cum. All doors shall befactory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For double leaf doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf.The shutters shall be mounted to the frame with SS 304 grade ball bearing type hinges of size 100x 89x3 mm along with all suitable hardware (Payable in extra item).Vision lite size 185x285 (max area up to 0.06sqm) wherever applicable should be provided with single layered clear fire rated glass panes as per guidelines laid down under IS 3614 : 2021 vide clause no. 7.2.7 table no. 2 with a clip on arrangement. The glass will be provided with fire rated ceramic tape of min. 2 mm thickness with min. 15mm width al around on either face. Every Glass pane must carry a permanent marking of its glass manufacturer Providing and fixing of factory make air tight casement windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Openable window Fixed windows Providing and fixing of factory make single rebate openable/fixed windows made of roll formed galvanized pre- pained steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick) heavy duty pivot hinges per shutter and window fitted without glazing including 10mm square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. Openable single rebate window Fixed single rebate window Providing and fixing of factory make double rebate windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, fitted using EPDM (Ethyl Propylene Diamine Monomer) gaskets including fixing windows in the concrete/masonry wall by means of self- expanding screws, including 10mm Square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete.. Openable double rebate window Fixed double rebate window Providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/powder coated Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. (glazing shall be paid separately as per SOR rate) Providing and fixing of factory make pre painted steel sliding window 2 track-2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Providing and fixing pre painted steel sliding window 3 fabricated from Roll formed sections made of galvanized Steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 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 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Cement plaster skirting 18 mm thick (upto 30 cm height) with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement. Cement concrete pavement with Cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including finishing complete. Making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. (Area of panel not to exceed 2.0 sqm) Dark shade pigment with Ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. Marble chips skirting (upto 30 cm height) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 sand) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :7 marble chips) by volume : Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. 18 mm thick crazy marble stone white, black or as specified marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete . Precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, 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 sand) : Light shade using white cement. Medium shade using 50%white cement and 50% ordinary cement. Dark shade using ordinary cement. Ordinary cement without any pigment. Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : Light shade pigment using white cement. Medium shades pigment using 50% white cement and 50% ordinary cement. Dark shade pigment using ordinary cement. Ordinary cement without any pigment. Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors 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 sand) : Light shade pigment using white cement. Medium shade pigment using 50% white cement, 50% ordinary cement. Dark shade pigment using ordinary cement. Ordinary cement without any pigment. Chequered precast cement concrete tiles any finish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. Light shade pigment using white cement. Medium shade pigment using 50% white cement 50% Grey cement. Dark shade pigment using ordinary cement. Ordinary cement without any pigment. Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : (area of slabs over 0.5 sqm) Makrana white second quality. Raj Nagar plain. Agaria White/Morgarh Katni marble Black Zebra. Udaipur / Baroda green marble Pink plain marble. Jaisalmer Yellow Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 (1 cement: 3 sand and laid with white cement slurry) joints treated with white cement mixed with pigment to match the shade of the slab i/c rubbing and polishing complete. (area of slab over0.50sqm.) Makrana white second quality. Raj Nagar plain. Agaria White/Morgarh Katni marble Black Zebra. Udaipur / Baroda green marble Pink plain marble. Jaisalmer Yellow Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (Area of slabs over 0.50 sqm.) Makrana white second quality. Raj Nagar plain. Agaria White/Morgarh Katni marble Black Zebra. Udaipur / Baroda green marble Pink plain marble. Jaisalmer Yellow Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. Samples approved by Engineer-in- Charge. Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black Granite fine grained dark crystal of other colours and various patterns Granite coarse grained light black/ light red/white with crystal of other colours and various patterns Granite grey/pink/brown with various patterns Cuddpah stone Extra for prefinished nosing to treads of steps of marble stone. Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. Extra for prefinished grooves to treads of steps of granite stone Providing and laying machine cut, mirror polished, Italian Marble stone (18 mm thick Italian Marble stone slab, Perlato, Rosso erona, Fire Red or Dark Emperadore etc.)work in flooring laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry mixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Providing and fixing machine cut, mirror / eggshell polished , Marble stone work 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. for wall lining (veneer work) including dado, skirting, risers of steps etc. thick cement mortar 1:3 (1 cement : 3 sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. Italian marble flooring in required design and patterns Providing and laying machine cut, mirror polished Italian Marble stone 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Note – This item shall be executed only after the prior approval of Chief Engineer. Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). Area of slab over 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Area of slab upto 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Area of slab over 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Area of slab upto 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (area of slab more than 0.50 sqm) Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Deduct for not polishing granite flooring (item no 11.29 & 11.30) Providing and laying 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 admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the Engineer-in-Charge Granite stone slab Dark Black. Dark Red, White or equivalent, Flamed Finish Polish Leather Finish Polish Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. Providing and fixing 10x10x7.50 cm Granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 sand) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer-in charge. Kota stone slab flooring 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 sand) 25 mm thick.(Area of slab to be over 0.25 sqm) Deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 Kota stone slabs in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 10-12 mm thick 20 mm thick Kota stone slab (area less than 0.5 sqm) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm (average) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 (1 Cement : 4 Sand) Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work Granite work. Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. Extra for providing opening of required size and shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete. Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 sand) with joints finished flush. Red sand stone White sand stone Grey lime stone Kota stone 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone White sand stone 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) mixed with pigment to match the shade of stone and pointing with same mortar Red sand stone White sand stone Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Extra for Kota stone/ sand stone in treads of steps and risers using single length upto 1.05 metre. Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete. Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. Deduct for not using 20mm thick cement mortar 1:4 (1 cement: 4 sand) bedding in laying of floor tiles. Fixing glazed/ Ceramic/Rectified/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. Providing and fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer- in-charge. Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with acid and/ or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 sand).Acid and alkali resistant tile. 8 mm thick.stones Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar. Granite tile of any colour /shade Providing and fixing cramps of required size and shape in RCC/ CC /Stone/ Brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Gunmetal cramps. Stainless steel cramps. Providing and fixing expansion hold fasteners of wedge expansion type on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 6 mm. Fastener with threaded dia 10 mm. Fastener with threaded dia 12 mm. Providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. White Agaria Marble Stone. Granite Stone of approved shade. Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer- in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 300 mm Finished Floor Height (FFH) 450 mm Finished Floor Height (FFH). Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals) 1 mm thick 2 mm thick 3 mm thick Providing and fixing acoustic PVC (Poly Vinyl Flooring) EN (European Standard) over fiberglass mat PVC foam backing (EN 14904), total thickness is 3.25mm (EN 428/EN 427), wear layer is 0.85 mm thick (EN 429), anti-bacterial and anti-fungus surface treatment , chemical resistance test qualified (EN-423)-high resistance, thermal and underfloor heating test qualified (EN12524) - all vinyl sheets must be linked crosswise with a continuous copper strip and finally connected to earth for grounding electrostatic electrical charges. Suitable and slip resistant. Recommended to use in area like Lecturer room, Conference room, Kids area, School, colleges, Residential and all commercial official scope etc. Providing and fixing 2 mm thick heterogeneous PVC (poly vinyl flooring) EN (European Standard) with wear layer is 0.55mm thick of PVC, total weight is 2300 g/m2 approx. PUR (polyurethane reinforced), residual indentation approx.0.05 mm, castor wheel test qualified, dimensional stability ≤0.10%, static electrical charge .The floor finish should termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto100mm. Recommended to use in area like Patient rooms , Doctor room Lecturer room, Kids area, School, Colleges, Residential and all commercial official scope etc. Providing and fixing 8mm and above thick laminated (wooden flooring) of AC4 and above grade product of approved made out of core high density fibre board (HDF), surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection U.V resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, The seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco-friendly. The material shall be applicable warranty formaldehyde free, eco- friendly and fully recyclable (eco-freindly) and matching shed and excluding quantity of skirting and profile. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 (1 cement : 6 sand) including filling the joints with same mortar, with common burntclay non modular bricks 100 mm thick 200mm thick Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade 60 mm thick C.C. paver block of M-35 grade 60 mm thick C.C. paver block of M-30 grade Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- Charge). Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side(top & bottom), including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-Charge. Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. Granite Door frame for 100mm thick wall Thickness. Granite Door frame for 200mm thick wall Thickness. Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4 (1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete Plain ivory light shade : Size 600X600mm thickness 9-10mm Dark shade (terracotta) : Size 600X600mm thickness 9-10mm Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete Plain ivory light shade : Size 600X600mm thickness 9-10mm Dark shade (terracotta) : Size 600X600mm thickness 9-10mm Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light shade glossy/ rustic /stain finished Size 600X600 mm thickness 9-10 mm Size 800X800mm thickness 11-12mm Size 800X1200 mm thickness 11-12mm In dark shade glossy/ rustic /stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light shade glossy/ rustic /stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm In dark shade glossy/rustic/stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light colour and shades as ivory, beige blanco, grey etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) In dark colour and shade etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light colour and shades as ivory, beige blanco, grey etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm In dark colour and shades etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality including grouting the joints with white cement and matching pigments etc. complete For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) Size 600X600 mm thickness 9-10 mm Size 800X800mm thickness 11-12mm Size 800X1600 mm thickness 11-12mm Size 1000X1000 mm thickness 11-12mm Size 600X1200 mm thickness 11-12mm Size 800X1200 mm thickness 11-12mm Size 1200X1200 mm thickness 11-12mm Size 1200X1800 mm thickness 11-12mm Size 1200X2400 mm thickness 11-12mm For wall stain / rustic finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e.within 6 hours, Size 300X600 mm thickness 9-10 mm For wall polished / Glossy finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e. within 6 hours, Size 300X600 mm thickness 9-10 mm Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete For skirting, risers etc. glossy/ rustic /stain/matt finished in all colours and shades Size 600X600 mm thickness 9-10 mm Size 800X800mm thickness 11-12mm Size 600X1200 mm thickness 11-12mm Size 800X1200 mm thickness 11-12mm Granite work gang saw cut (polished machine cut) of thickness 12 mm for wall lining, skirting, risers of steps and dado (veneer work), back filling with a grout of average 12 mm thick in cement mortar 1:3 (1 Cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the beaching by means of cramps, which shall be paid for separately). Area of tiles not less 0.18 sqm Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter Course granite light Black/light Red/ off White with crystals of other colors and various patterns Gray/Pink/Brown with various patterns Providing and laying gang saw cut 12mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4(1cement:4sand) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Area of tiles not less 0.18 sqm Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns Gray/Pink/Brown with various patterns Providing and fixing artificial synthetic green long and fine yarns grass, UV/water resistant with SBR latex backing eco-friendly durable high density 100 % PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches/m2, tufted weight 1830g/sqm approx. Roll size will be 25.00m X 2.00m (25mm thick)- weight 150kg- per roll. Roll size will be 25.00m X 2.00m (40mm thick)- weight 180kg- per roll. Providing and fixing laminated (engineered wooden flooring) of suitable thickness 10-14 mm of suitable grade category product of approved made out of core high density fibre board (HDF) &other component it treated for abrasion ,scratch ,moisture protection, flame protection,U.V resistant. backing with eco- friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile. Providing and fixing single layer homogeneous (solid wooden flooring) of suitable thickness 14 - 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection U.V. resistant, backing under layer on min 2 mm thickness The material shall be applicable warranty formaldehyde free, eco friendly ,highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. Providing and fixing spc (stone plastic composite) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layer with a wear layer of 0.3 to 0.80mm with a SPC core layer of 2.00 to 5.00 mm with a SOP of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone tile flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of Engineer-in-Charge. 300x300mm 400x400mm 600x600mm Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone slab flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with cement mix matching pigment etc. complete as per direction of Engineer -in-Charge. 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 and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto 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. 1.00mm thick with zinc coating not less than 275gm/m² 0.80mm thick with zinc coating not less than 275gm/m² 0.63 mm thick with zinc coating not less than 275gm/m² Straight cutting in G.S. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. Extra for circular cutting in C.G.S. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 0.80mm thick with zinc coating not less than 275gm/m² 0.63mm thick with zinc coating not less than 275gm/m² Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm/m² Providing and Fixing of 40 cm over all width plain, G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 sand). 1.00mm thick with zinc coating not less than 275gm/m² Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/m² 0.63mm thick with zinc coating not less than 275gm/m² Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. Extra for providing and fixing wind ties of 40x 6 mm flat iron section. Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges Plain wing adjustable ridges Close fitting adjustable ridges Unserrated adjustable hips Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: Corrugated apron pieces Eaves filler pieces North light curves ventilator curves Barge boards Ridge finials Special north light curves S type louvers Providing flat iron brackets 50x3mm size with necessary bolts, nuts washers etc. for fixing G.S. sheets gutters with purlins. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS:277 in 240 mpa steel grade, 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto 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. Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self- tapping screws complete : Ridges plain (500 - 600mm). Flashings/ Aprons.( Upto 600 mm) North light curves. Barge board (Upto 300 mm) Crimp curve Gutter. (600 mm over all girth) Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. 2mm thick flat. Providing and Fixing of sky lights consisting of Multi cell/tight cell Polycarbonate Panel System of approved colour, 16 mm thick (minimum) having uniform in color with an integral Tight-Cell core constructed not to exceed 4mmx4mm in a cross section, involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of Engineer in charge. Finished surface area of roofing fixed over steel tubular structure shall be measured for payment. MS tabular frame work shall be measured separately for payment. 10mm thick 16mm thick Providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 sand ) complete : Red sand stone slab White sand stone slab : Painting top of roofs with residual type petroleum bitumen of grade VG 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer In charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-charge. 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 sand) and grouting the joints with mix of white cement and 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. Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and finished neat complete. Providing and fixing on roof pressed clay tile (Mangalore tile) 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) Providing and laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern on steel frame work complete (steel frame work to be paid separately) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. Providing and fixing M.S. holder bat clamps of approved design to C.I. Or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 100 mm diameter 150 mm diameter Providing and fixing ISI marked sand cast iron rain water pipes. 100 mm dia minimum wall thickness 5mm 150 mm dia minimum wall thickness 5mm Providing lead caulked joints to sand cast iron rain water pipes and fittings : 100 mm dia. Pipe 150 mm dia. Pipe Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) : Sand cast iron bend : 100 mm diameter 150 mm diameter Sand cast iron plain shoes : 100 mm diameter 150 mm diameter Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 75 mm diameter (minimum wall thickness 1.8mm) 110 mm diameter (minimum wall thickness 2.2mm) Providing and fixing on wall face Unplasticised - UPVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler 75 mm (minimum wall thickness 1.8mm) 110 mm (minimum wall thickness 2.2mm) Single push fit Coupler : 75 mm (minimum wall thickness 1.8mm) 110 mm (minimum wall thickness 2.2mm) Single tee with door 75x75x75 mm (minimum wall thickness 1.8mm) 110x110x110 mm (minimum wall thickness 2.2mm) Single tee without door 75x75x75 mm (minimum wall thickness 1.8mm) 110x110x110 mm (minimum wall thickness 2.2mm) Bend 87.5° 75 mm bend (minimum wall thickness 1.8mm) 110 mm bend (minimum wall thickness 2.2mm) Shoe (Plain) 75 mm Shoe (minimum wall thickness 1.8mm) 110 mm Shoe (minimum wall thickness 2.2mm) Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 75 mm (minimum wall thickness 1.8mm) 110 mm (minimum wall thickness 2.2mm) Providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) Stone ware spout Upvc spout (Pipe dia.110 mm) Providing and fixing of self-supported mechanically seamed roofing system, made of high quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A 792 M of base metal thickness from 0.8 mm to 1.6mm (tolerance ± 0.02mm). High grade steel sheet should have 55% aluminum and 45% zinc coating by hot-dip process of minimum 25 micron The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers/clamps for installation of lighting /fixtures /utility/ duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. Base metal thickness 0.8mm up to span 15 meter Base metal thickness 0.9mm , up to span 18 meter Base metal thickness 1.0 mm, up to span 21 meter Base metal thickness 1.1 mm, up to span 23 meter Base metal thickness 1.2mm, up to span 25meter Base metal thickness 1.3 mm, up to span 27 meter Base metal thickness 1.4mm, up to span 29meter Base metal thickness 1.5 mm, up to span 31 meter Base metal thickness 1.6 mm, up to span 33 meter Providing and fixing galvalume 1.0 mm thick clamps/hangers of size 75X140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self-supported roofing system by mechanical seaming to suspend light fixture/cable stay/false ceiling/duct etc., at their location which should be planned earlier by engineer-in-charge. Clamps shall be fixed during seaming of panels. Providing and fixing advanced type hurricane turbo ventilator to self- supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. Ventilator should be fixed on 1 to 2mm thick G.I. ring which shall be fixed on 2mm thick polycarbonate sheet. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates i/c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. Providing and fixing of 2mm thick polycarbonate sheet to self-supported roofing system. The sheet shall have tensile strength and elongation as per ASTM D 638, refractive index as per ASTM D 592, light transmission as per ASTM D 1003 and specific gravity as per STM D 792. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. Supply, fabrication and erection of three-dimensional space frame steel structure consisting of support node, primary space frame members, space notes nodes, bolts, sleeves (nut), purlin stool, purlin etc. to support roof sheet in plain or curved shape. (Approximate zinc coating thickness 77 Microns) and shall not be less than 400 g/sqm (Approximate zinc coating thickness 56 microns). Bolts, sleeves and cones shall be electro-galvanized to ASTM B 633 Type 2, SC3. Shop drawings along with structural design analysis shall be provided by the manufacturer for approval of the engineer in charge. Rate shall include cost of design, all material, all lifts, labour, transport, storage, machines, tools and plants, wastages, erection and installation at site all necessary scaffolding etc. necessary to provide finished product but excluding cost of erection/construction of support shaft and roof sheet. Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). Providing and fixing in position roof tile under lay using 12mm thick(minimum) Moisture/fire Resistance heavy duty fibre cement board(High Pressure Steam Cured) Type A,Category 4 conforming to IS 14862:2000, fixed on Steel frame work of 610mmx610mm or 610mmx1220mm grid by counter sunk stainless screw @ 300mm C/C all complete as per the drawings. Tiles etc may be laid on the board substrate by sealing the joints properly with filler material or sealant to ensure no leakage through joints. All complete as per drawings, specification and as per direction of Engineer-in-Charge.Note - MS Section structure and roof tile like Shingles/Mangalorian Tiles etc cost will be paid seprately. Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS: 8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8183, density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge : With Type N - Normal 50 mm thick With Type SE - Self Extinguishing type 50 mm thick. Providing and laying thermal insulation of roofing with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 (1 cement : 2 sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 mx2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in- Charge. Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceiling and held in position by criss- crossing GI wire. Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. Supply and application of 48kg/m3 density & 50 mm thick with a tolerance of -2 + 6mm of Rockwool RB slabs unfaced (Binder<3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non- combustible when tested as per BS 476 Part 4 or A1 when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. Supply & Application of Rockwool RB slab 48kg density, 50mm thick wrapped in 200G vergine polythene bags for partition, ceiling (Under Deck insulation) conforming to IS: 8183 with tolerance of -2 +6mm of rock wool RB slabs unfaced (Binder <3.5%) conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested per EN 13501. . Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. Supply & Application of Rockwool RB 2 slab 64kg /m3, 50mm thick, with GI wire netting 24 SWG; fixing for NRC Value 1.00 for Acoustics, thermal & fire purpose conforming to and IS: 8133, IS: 8183 with tolerance of -2 + 6mm of RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Two random samples from each supplied batch will be tested for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. Supply & Application of Rockwool building roll (1.1mx10m) 48kg density, 50mm thick with FSK (foil scrim Kraft) aluminium foil facing for HVAC duct & building underdeck purpose conforming to IS: 8183, IS: 8183 and IS:8183 a tolerance of -2 +6 mm of Rockwool RB slabs unfaced (Binder < 3.5%) ; conforming to IS: 8183; /ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS: 476 Part 4 or Al when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and it shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. Supply & Application of Rockwool Building Roll (1.1mX10m) 48kg density, 50mm thick with ALG (Alu & glass) mixture of Aluminium & glass facing for building underdeck application below metal sheet also conforming IS: 8183, IS: 8183 and IS: 8183 a tolerance of -2+6mm of rockwool RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested as per EN 13501. The maximum service temperature shall be 700°C. Shot content should be less than 2% for 500 microns & less than 10% for 250 microns when tested as per standard IS: 3144. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. Providing and fixing of minimum 12mm thick, 5 layered bubble Reflective thermal insulation made of 12 microns aluminum foil with minimum 97% Reflectivity on both outer sides, under both aluminum foil 4mm thick FR bubble insulation with Low Emissivity - 0.032 (ASTM1371), Fire Class A (ASTM E84) All five layers of insulation shall be stick with each other by registered manufacturer using hot process without using any kind of adhesive. Insulation shall be supplied in 1.10m wide roll width with 50mm wide factory-made cuts at both sides to joint another roll by using general stapler in case of new shed and adhesive in case of existing or self-supported roof. Fixing of insulation on new work by laying horizontally on the purlins and perpendicular to the direction of purlins and fixing by using self- tapping screws at equal distance. Place and align the second roll of insulation parallel to the first roll and overlaps the adjacent rolls. After Insulation is fixed over the purlins the metal sheet is placed over insulation and drilled with self-tapping screws with purlins etc. complete, including all material and scaffolding. Installation of insulation in Old Sheds where the sheets have been already fixed over the purlins so insulation shall be fixed under the purlins covering the roof bottom. Insulation roll to be unfolded at the bottom of the purlin horizontally and parallel to the roof and fixed by using the self- tapping screw with a washer at equal distance etc. Complete, including all material and scaffolding. Insulation of Self-Supported Roof shall be applied under the roofing by using stud welding to the self- supported roof at a distance not be more than 300 mm in both directions. At each stud insulation roll shall be pushed against the studs so that it gets punctured and then non-returning washer has to be applied at the stud etc. complete, including all material and scaffolding. Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over- deck on ceiling surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM C 518, compressive strength of > 350 kPa listed as per ASTM C 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorption < 1% by volume as per ASTM C 272, oxygen index of minimum 24 as per ASTM D 2863 and Fire retardant property as per DIN 4102, with preferred stone or pre-cast tiles shall be laid over the XPS board with suitable grouting including providing pre-fabricated EPDM drain outlets (Cement Screed casting shall be done at the junction of roof and parapet walls), all as per the directions of Engineer-in-charge. Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with: 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board Flat surfaces Curved surfaces Sunk or raised mouldings Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. 12.5 mm thick tapered edge gypsum board Plain board conforming to IS: 2095- Part I : 2011 (Board with BIS certification marks). Fire resistant Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) Gypsum moisture resistant board. Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of mainT runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a ompletely sealed unit. 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. Glass fiber Acoustical Suspended Ceiling System with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥83%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 and7) in module size of 600 x 600 x 16mm with Bio Block coating on the face of the tile, suitable for Green Building application, with Recycled content of 38 - 41%. The Tile and Grid system used together should carry a 15 year warranty. 8mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primedcolour tiles of size 595X595 mm. 6mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primed colour tiles of size 595X595 mm. Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in/swing down tiles into spring T with GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. Providing & Fixing of Unperforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. The Tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. The Tile shall be clipped into clip in rail of 0.5mm thick G.I. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigid Suspension of 4mm G.I.Road, Hold on Clamp with Clip. (Rate include all materials and labour). Providing and fixing board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 12mm thick insulating board Natural colour insulating board White face insulating board Flame retardant face insulating board Flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 6 mm thick plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete 6mm thick High Pressure Steam Cured non asbestos, reinforced with cellulose fibres,Moistur& fire Resistance heavy duty fibre cement board, Type A,Category 4 conforming to IS 14862:2000.(for wet areas) 4 mm thick High Pressure Steam Cured non asbestos, pre-painted, self- embossed, designer cement boardType B, Category 3 conforming to IS 14862:2000 . of approved texture,design patterns Extra for Circular cutting and wastages in ceiling with: board only (frame work) Natural colour insulating 12 mm thick board paid separately. Extra for providing and fixing ceiling to curved surfaces in narrow widths Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). Providing and Fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c/c for confirming genuinity of the material. The sheet shall be fixed using self- drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. Providing and fixing expanded polystyrene (thermacol) false ceiling (frame work to be paid separately) : With Type N - Normal 50 mm thick With Type SE - Self Extinguishing type 50 mm thick Providing and fixing false ceiling with fabric fixing with nail etc. (frame work and beading to be paid separately). costing upto 70/- per metre, Rs 70- 150 per meter Upto 200 per meter Providing and fixing perforated Aluminium panel ceiling of white/ natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil Coated on a Continuous Paint Line suitable for Interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy AA 5050 (Al. Mg) for higher strength and good roll forming characteristics. Panel carrier shall be suspended by means of G.I. threaded rod having 6 mm diameter at a distance of 1.5 mtr. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. With panels of size 300mm wide X30mm deep X 0.7mm thick and panel carrier of size 40.5mm wide X 62mm deep X 0.9mm thick With panels of size 150mm wide X 15.5 mm deep X 0.5mm thick and panel carrier of size 32mm wide X 39mm deep X 0.95mm thick With panels of size 84mm wideX16mm deep X 0.5mm thick and panel carrier of size 62mm wide X 29mm deep X 0.95mm thick Providing and fixing un-perforated Aluminium Panel ceiling Supplied by approved manufacturers of standard white/ natural satin shade consisting of panel 30 mm/80mm/130mm/180mm wide X 15 mm deep X 0.5mm /0.6mm thick respectively, with square edges having panel length up to 6 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 5050 (Al.Mg) for higher strength and good roll forming characteristics. The Carrier shall be suspended by means of G.I. suspension rod 4mm diameter, and a Galvanised suspension spring clip at a distance of 1.7mtrs centre to centre. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. Providing and fixing U Baffle Aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width X 100 mm deep using 0.6 mm thick, panel length upto 4 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 3005 (Al. Mg) for higher strength and good roll forming characteristics. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. As an option, ceiling area above U Baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. Standard White / Natural Satin Shade Wooden Finish Supply & Fixing of perforated G.I false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. Non-woven felt made of glass- reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 NRc. “Tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. Main Tee on centre spacing to match panel length. Cross runners 24 mm deep, inverted “Tee” sections designed to interlock in to web of main tee section on designated spacing. Cross tee length to match panel length. Cross tees are spaced at a spacing of 600 mm on centre maximum. The measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. Tile of 600 mm wide ,600 mm long and 0.5 mm thick Plank of 600mm wide ,1200 mm long and 0.6mm thick Providing and fixing of composite perforated Gypsum board with Glass wool Fiber panel of Size 595x595x25 mm with 10mm square Perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “ “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. Providing and fixing of Composite perforated MDF board with Glass wool Fiber panel of Size 595x595x18 mm 10mm Square Perforation tiles (Square /Tegular Edge) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. Providing and fixing of Perforated Gypsum board with Acoustical Glass Fiber Tissue faced panel of Size 595x595x12.5mm, Square 10mm Perforation tiles (Square Edge) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance≥ 85%, Thermal Conductivity k = 0.052 -0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling usinggalvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) Providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non- cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.80 grams per sqm) i.e. 50 mm long, 12 mm outer diameter M-6 dash fasteners with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. Providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with BIO SAFE coating as per ISO 7251:2005, ISO 20743:2007 and ISO 21527-1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made onto the surface of tiles, non-cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. Providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles., non-cementitious, reinforced with fibre and natural filler, having NRC (Noise Reduction Coefficient) of 0.10-0.20 for plain and designer 0.15-0.40 for pinhole texture and NRC 0.45-0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA-32db. of 0.75 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), 50-52% recycled content including fly ash, The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fibre joint tape roll 50mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer-in-charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles. Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge. With semi perforated 12mm thick micro tegular edged GRG false ceiling tiles. With fully perforated 10mm thick square edged GRG false ceiling tiles for sound proof and acoustic. Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections (387alvanized387 @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cros‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer- in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity Providing and fixing upvc plank, Plank size (340 X 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j-trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 125 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular,j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of Engineer-in-Charge. . Providing & Fixing PVC ceiling system profile panel with click system interlock panel size 4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour maintenance free Resistance to weather truly anti bacterial. with edge profile J-trim on periphery & center profile T-trim in panel joint Complete System to be fixed on G.I. framework of ceiling section at 450 mm distance with enter section suspended by roof by G.I. angle hanger in proper line & level etc complete . PRODUCT SPECIFICATIONS: Meets or exceeds the standard specification of (ASTM D-4477) and its referenced documents. observed. (Tested at 50 LBS) Tensile strength, MPa: >37.0 Tensile modulus, MPa: >2000 Surface distortion: None at 120F Squareness: <1/8” of square Length: Within ¼” of specification Lock control: Complies Color Change: <2 grayscales (16 hrs under 1200W/m2 UV radiation at 50 degrees) Design built, supply and erection of Tensile (fabric) structure system including designing and fabrication in M.S. steel tubular structure as per Indian standard section as per approved design and shape including base plate, dash fastener, clits etc. Cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. Fabric should be wielded by high frequency PVC wielding in proper line with PVC cader to be fixed on end of the fabric and to be stretched & fixed on M.S. design structure with the help of. M.S. Flat bar with self-taping screw. M.S. structure to be painted with one coat of epoxy primer with MRF PUpaint of approved colour in desired shape. With 1050 GSM tensile fabric With precontraint tensile membrane 1050 GSM (20 years Warranty) With precontraint tensile membrane 1050 GSM (15 Years warranty) 12 mm cement plaster of mix : 1:4 (1 cement : 4 sand) 1:6 (1 cement : 6 sand) 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 sand) 1:6 (1 cement : 6 sand) 20 mm cement plaster of mix : 1:4 (1 cement : 4 sand) 1:6 (1 cement : 6 sand) 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 sand) 1:4 (1 cement : 4 sand) 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 sand) 1:4 (1 cement : 4 sand) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 sand). 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 sand) finished rough with sponge. 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. Neat cement punning Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. Finished with ordinary cement. Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. Extra for plastering Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof Extra for plastering on circular work not exceeding 6 m in radius: In one coat In two coats Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat In two coats Extra for plastering Spherical, Groined ceiling, Flewing soffits. Spherical ceiling Groined ceiling Flewing soffits Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer- in- charge (Payment for providing grooves shall be made separately). Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : Extra for washed grit plaster on exterior/interior walls of height more than 10m from ground/floor level for every additional height of 3 m or part thereof. Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part -1 and II) 1976, applied on hacked/ uneven background such as bare brick/ block/ RCC work on walls and ceiling at all floors and locations,excluding in wall which may come in contact with dampness finished in smooth line and level etc. complete. Extra for addition of synthetic Polyester triangular fibre of length 6mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125gms. Of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) : Flush Band Sunk Band Raised Band Moulded Band 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 sand): Flush Band Sunk Band Raised Band Moulded Band 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 sand) top layer 6mm thick with cement mortar 1:4(1 cement : 4 sand). Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) : Flush / Ruled/ Struck or weathered pointing. Raised and cut pointing Sunk pointing Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). Flush/ Ruled pointing Raised and cut pointing Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 sand): Flush/ Ruled pointing Extra for pointing on walls on the outside/inside at height more than 10 metre from ground/floor level for every additional height of 3 m or part there of. Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. Providing and fixing writing board green writing with chalk (regular modified polyster coated steel surface). of sizes. size 1200mmx1800mm size 1200mmx2400mm size 1200mmx3000mm Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. Extra for lining out plaster to imitate stone or concrete blocks walling. Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. White washing with lime to give an even shade: New work (three or more coats) Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coat on new work. Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work Distempering by any mechanical or manual means with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat. Two coats. Wall painting by any mechanical or manual means with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat. Two coats. Wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade. Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). Finishing walls by only mechanical or manual means with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: One coat Two coats Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work On concrete work Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. Applying a coat of mordant solution on G.S. sheet : With a solution of 38 gms of copper acetate in a litre of soft water With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats) Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat. Two coats. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work. Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. French spirit polishing: Two or more coats on new works including a coat of wood filler. Polishing on wood work with ready mixed wax polish of approved brand and manufacture: New work. Lacqer polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. Two or more coats on new works including a coat of wood filler. Mealamine polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler. Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. Lettering with black Japan paint of approved brand and manufacture. Providing and applying flakes textured homogeneous wall finishing system consisting of a two component system of dry flakes (9.5kgs per/pack) made of a special grade of heat treated China clay with rigid homopolymer coated with fade resistant pigments and a 100% acrylic polymer Bonding agent (5kgs/pack) applied thickness of the coating being between 0.8-1.2mm, to be applied in single coat, on a cured, smooth level plaster surface without keying, as per the shades/ combinations approved, as per manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per direction/ supervision of the engineers-in-charge inclusive of one coat of primer on the base at all heights etc all complete. Providing and applying Granules homogeneous wall finishing system consisting of a two component system of dry granules (25 kgs/pack) made of 92% silica particles coated with fade resistant pigments and a 100% acrylic Polymer Bonding agent (5 kgs/pack) with the applied thickness of coating as required to be applied in single coat, on a cured. Smooth level plaster surface without keying as per the shades/combinations approved. As per the manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per the directions/supervision of engineers in charge, all complete inclusive of primer on the base. 0.8-1.2mm thickness 2.0-2.5mm thickness Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for incorporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base. Providing and plastering over AAC masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco- friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm/mm thickness. The Bulk density of ready mix plaster may vary from 1300 to 1600 Kg/cum, Water powder ratio (as per manufacture’s direction) may vary from 18-22 % by weight or as specified by the manufacturer and compressive strength may vary from 8-9 Mpa. 6 mm thick plaster for internal walls 8 mm thick plaster for external walls exposed to weather. Providing and fixing including Designing and UV printing on aluminium composite material (ACM) sheet in different sizes with 720DPI (Dot per inch) ACP sheet 2mm thick ACP sheet 3mm thick ACP sheet 4mm thick Providing and fixing including designing and UV printing on pvc foam sheet of different size with 720 DPI (Dot per inch) PVC foam sheet 3.0 mm thick PVC foam sheet 5.0 mm thick PVC foam sheet 8.0 mm thick Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over outer wall surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM and Fire retardant property as per DIN 4102, Part 1. XPS insulation of thickness 50mm shall be placed over brushed, algae free and levelled external wall by connecting the ship-laps joints and fixed by the washer and Self-Tapping Screw of suitable length at each corner and at distance 75mm from the edge and bitumen shall be applied over the joints and G.I. Expanded Mesh (Barfi Jali) shall be fixed over XPS board by a Self- Tapping Screw of suitable length at the centre of the board and 15mm PCC shall be applied over the board (paint of suitable choice can be used), all as per the directions of Engineer-in-Charge. Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorption < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) Scrapping/sand papering of existing surface with the help of mechanized sanding machine (having mechanical vaccum machine with bag for dust collection to make surface even and smooth) as per direction of Engineer-in- Charge. Providing and applying 1 coat of Triple booster primer-resist dampness, efflorescence, alkali & at the same time improve top coat coverage by 15-20% @1.0 lt/ 10 sqm, which confirms certfication of IS 109/1968. It can be applied by Brush/ Spray Machine and the work shall be carried out as per secification& the direction of the Engineer-in-Charge. Finishing walls with water based anti- germ paint of with VOC < 50 g/l, that kills disease causing germs, teflon based washability and Anti fungal properties in two or more coats @ 1.08 ltr / 10 sqm over priming coat of interior primer applied @ 1.08 ltr / 10 sqm of required shade including removing of all dust complete as per direction of Engineer- in-Charge and submission of challans of materials on enquiry. Providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface (cost includes preparing the plastered surface smooth ready to receive epoxy coating) for operation theater walls in desired colour as per direction of Engineer-in-Charge. Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead : Door chowkhats Window chowkhats Clerestory window chowkhats Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fastener of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish as directed by Engineer- in-charge. For door/ window/ clerestory window. Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of thickness 4 mm Float glass panes of thickness 5.5 mm Renewing glass panes with now wooden fillets wherever necessary: Float glass panes of thickness 4 mm Float glass panes of thickness 5.5 mm Renewing glass panes and refixing existing wooden fillets: Float glass panes of thickness 4 mm Float glass panes of thickness 5.5 mm Supplying and fixing new wooden fillets wherever necessary: 2nd class teak wood fillets Haldu/Bija/Kail wood fillets. Renewal of old putty of glass panes (length). Refixing old glass panes with putty and nails. Fixing old glass panes with wooden fillets (excluding cost of fillets). Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : Red/ white sand stone slabs 30 to 50 mm thick. Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : Sal wood battens. Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : Not exceeding 4.00 metres in length. Sal wood beams Haldu/Bija/Kail wood fillets. Above 4.00 metres and upto 5.00 metres length. Sal wood beams Haldu/Bija/Kail wood fillets. Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. Wheel 50 mm dia. and below. Wheel above 50 mm dia. Providing and fixing 25 mm thick shutters for cupboard etc. : Panelled or panelled and glazed shutters : Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Glazed shutters : Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with: Second class teak wood. Hard wood, finger jointed Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 20 mm diameter. 25 mm diameter. Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: Sal wood. Haldu/Bija/Kail wood. White washing with lime old work to give an even shade : two or more coats one or more coats Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats). Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Old work (one or more coats). Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work. French spirit polishing: One or more coats on old work. Mealamine polishing on wood work by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying Mealamine polish with air compressor. One or more coats on old work. Lacquer polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying Lacquer polish with air compressor One or more coats on old work. Polishing on wood work with readymade wax polish of approved brand and manufacture : Old work Re-lettering with black Japan paint of approved brand and manufacture. Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 32 mm dia 40 mm dia Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. As per manufacturers specification. One or more coats on old work. Finishing walls with water proofing cement paint of required shade : Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. Old work (one or more coats @ 2.20 kg/10 sqm) complete. Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. Old work (One or more coats) applied @ 1.82 ltr/10 sqm. Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). Old work (One or more coat applied @ 0.90 ltr/10 sqm). Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. Old work (one or more coats applied @ 0.83 ltr/10 sqm). Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : One or more coats applied on walls @ 0.85 ltr/10 sqm. Painting wood work with Deluxe Multi Surface Paint of required shade. One or more coat applied @0.70 ltr/10 sqm Painting Steel work with Deluxe Multi Surface Paint to give an even shade. One or more coat applied @0.70 ltr/10 sqm. Varnishing with varnish of approved brand and manufacture: One or more coats with copal varnish. One or more coats with spar varnish. Melamine polishing on wood work (one or more coat). Old work Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coat on old work. 40 mm thick stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone / White sand stone) stone to be supplied by the department. Rough chiseled dressed stone Fine dressed stone Coursed rubble masonry (second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 sand) (Stone shall be supplied by the department) Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand) including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in- charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). Colour washing with lime to give an even shade: (one or more coats) (two or more coats) Conducting adequate nos. of scanning to detect the steel reinforcement in existing RCC elements by using ground/ Wall penetrating radar system to avoid the cutting of Main bars during drilling for inserting bolts etc. complete. Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. Rebaring of TMT bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 8 mm dia bar 10 mm dia hole 10 mm dia bar 12 mm dia hole 12 mm dia bar 16 mm dia hole 16 mm dia bar 20 mm dia hole 20 mm dia bar 25 mm dia hole 25 mm dia bar 32 mm dia hole 32 mm dia bar 40 mm dia hole Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) 100x70x4 mm (ordinary type) 75x65x4 mm (heavy type) 75x40x2.5 mm (ordinary type) 50x40x2.5 mm (ordinary type) Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of f tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer- incharge. Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. Bars upto 12 mm diameter Bars above 12 mm diameter Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 12mm dia Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. Epoxy injection grout in concrete/RCC work of approved make Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of L shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-incharge. Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge. Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). 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. Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge. Extra for scrapping, cleaning and straightening reinforcement from R.C.C. work. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. In lime mortar with old mughal bricks. In lime mortar. In cement mortar. Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in lime mortar. From brick work in cement mortar. Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge: In lime mortar. In cement mortar. Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: In lime mortar. In cement mortar. Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : In lime mortar. In cement mortar. Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm. For thickness of tiles above 25 mm and upto 40 mm. Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below. Of area beyond 3 sq. metres. Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sq. metres and below. Of area beyond 3 sq. metres. Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: Of sectional area below 40 square centimetres. Of sectional area 40 square centimetres and above. Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : Of sectional area below 40 square centimetres. Of sectional area 40 square centimetres and above. Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : Of sectional area below 40 square centimetres. Of sectional area 40 square centimetres and above. Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: R.S. Joists Channels, angles, tees and flats Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge. Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. Extra for marking of structural steel work required to be re- erected. Removal of old Tarfelt i/c disposal as directed by Engineer in charge. Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet Asbestos/ Non asbestors sheet Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : T’ or ‘L’ iron or pipe R.C.C. Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : Upto 10 mm thick Thickness above 10 mm upto 25 mm Thickness above 25 mm upto 40 mm Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: Thickness upto 40 mm Thickness above 40 mm upto 75 mm Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 75 to 80 mm dia pipe. 100 mm dia pipe 150 mm dia pipe Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge : 15 mm to 40 mm nominal bore Above 40 mm nominal bore Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of Engineer-in-Charge: Upto 150 mm diameter Above 150 mm dia upto 300 mm dia. Above 300 mm diameter Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres Upto 150 mm diameter Above 150 mm diameter Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-Charge. Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 100 mm diameter 150 mm diameter 200 mm diameter 250 mm diameter 300 mm diameter 350 mm diameter 400 mm diameter 440 mm diameter Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : Rectangular manhole 90x80 cm and 45 cm deep Rectangular manhole 120x90 cm and 90 cm deep. Rectangular arch type manhole 140x90cm and 2.45m deep. Circular manhole 122 cm diameter and 1.68 m deep Extra for depth of manholes dismantled: Rectangular manhole 90x80 cm and beyond 45 cm depth. Rectangular manhole 120x90 cm and beyond 90 cm depth. Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : Demolishing mud phaska in terracing and disposal of material within 50 metres lead. Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Demolishing R.B. 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. Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : Water bound macadam road Bituminous road Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge : Up to 600 mm diameter Above 600 mm diameter Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge Up to 150 mm diameter Above 150 mm diameter Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 120 x 120 cm (outside to outside) 210 x 120 cm (outside to outside) Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid W.C. pan with ISI marked black solid plastic seat and lid Providing and fixing AISI-304 (18/8) European type WC instead of white vitreous china pedestal type water closet. 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 and C.P. flush bend with fittings and C.I.brackets, 40mm 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. W.C. pan with ISI marked black solid plastic seat and lid. Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, 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 White vitreous china dual purpose WC pan with white solid plastic seat and lid with 10 liter low level flushing cistern i/c C.P. flush bend. Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm 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 require Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single squatting plate with 5 litre P.V.C. automatic flushing cistern. Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. Providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-Charge. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated lever ISI marked. White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly). Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 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 600x450x250 mm. 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 : Kitchen sink with drain board 510x1040 mm bowl depth 250mm. 510x1040 mm bowl depth 225mm. 510x1040 mm bowl depth 200mm. 510x1040 mm bowl depth 178mm. Kitchen sink without drain board 610x510 mm bowl depth 200 mm. 610x460 mm bowl depth 200 mm. 470x420 mm bowl depth 178 mm. Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : Size450x300x150mm Size600x450x200mm Providing and fixing White glazed fire clay draining board of size 600x450x25mm with C.I. brackets including painting of brackets, cutting and making good the walls wherever required. Providing and fixing white vitreous china water closet squatting pan (Indian type) Long pattern W.C. pan of size 580 mm Orissa pattern W.C. pan of size 580x440 mm Extra for using coloured W.C. pan instead of white W.C. pan Orissa pattern W.C. pan 580x440 mm Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 250x130x30 mm 250x125x25 mm Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete. 10 litre capacity White coloured Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush capacity) White Coloured Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White Black Coloured (other than black and white) Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : Flat back wash basin of size 630x450mm. Flat back wash basin of size 550x400mm. Angle back wash basin of size 600x480mm. Angle back wash basin of size 400x400mm. Flat back wash basin of size 450x300mm. Surgeon type wash basin of size 660x460mm. Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250mm. Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: Size 450x300x150 mm. Size 600x450x200 mm. Providing and fixing soil, waste and vent pipes: Sand cast iron socket and spigot (S&S) pipe as per IS: 1729 75 mm dia with wall thickness of 5 mm 100 mm dia with wall thickness of 5 mm Spun cast iron socket and spigot (S&S) pipe as per IS: 3989 75 mm dia with wall thickness of 3.5 mm 100 mm dia with wall thickness of 4 mm 150mm dia with wall thickness of 5mm Hubless Centrifugally cast (spun) iron pipe epoxy coated in side & out side including complete coupling assembly (EPDM rubber gasket stainless steel claim and external metallic/ protective shield as per IS:15905) 75 mm dia with wall thickness of 3.5 mm 100 mm dia with wall thickness of 3.5mm 150mm dia with wall thickness of 4 mm Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand) in S.C.I./ C.I. Pipes : 75 mm dia pipe 100 mm dia pipe Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 75 mm dia pipe For 100 mm dia pipe For 150 mm dia pipe Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 150 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 100 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 4 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 75 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5 mm Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm Providing and fixing plain bend of required degree. 150 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 100 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 4 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 75 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm Providing and fixing heel rest sanitary bend 100 mm dia Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75 mm dia Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 150X150X150X150 Sand cast iron as per IS - 3989 100x100x100x100mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75x75x75x75mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing double equal plain junction of required degree. 150X150X150X150 mm Sand cast iron as per IS - 3989 100x100x100x100mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 150X150X150 mm Spun cast iron as per IS - 3989 100x100x100 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single equal plain junction of required degree : 150X150X150 mm Spun cast iron as per IS - 3989 100x100x100 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single unequal plain junction of required degree : 100x100x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing double equal plain invert branch of required degree: 100x100x100x100 mm Sand cast iron as per IS - 1729 Sand cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single equal plain invert branch of required degree: 100x100x100 mm Sand cast iron as per IS - 1729 Sand cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75 mm Sand cast iron as per IS - 1729 Sand cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness Providing and fixing sand cast iron S&S off sets as per IS: 1729 76 mm off sets With 75 mm dia pipe With 100 mm dia pipe 114 mm off sets With 75 mm dia pipe With 100 mm dia pipe 152 mm off sets With 75 mm dia pipe With 100 mm dia pipe Providing and fixing sand cast iron S&S off sets as per IS: 3989. 75 mm off sets With 75 mm dia pipe With 100 mm dia pipe With 150 mm dia pipe 150 mm off sets With 75 mm dia pipe With 100 mm dia pipe With 150 mm dia pipe Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 100 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing terminal guard: 150mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 100 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS-15905 75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing collar: 100 mm Sand cast iron S & S as per IS - 1729 Sand cast iron S & S as per IS - 3989 75 mm Sand cast iron S & S as per IS - 1729 Sand cast iron S & S as per IS- 3989 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter: 150mm 100 mm 75 mm Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 100 mm dia 75 mm dia Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Spun cast iron S & S as per IS: 3989. Sand Cast iron S & S as per IS: 1729. Hubless cast(spun) iron as per IS-15905 100 mm inlet and 75 mm outlet Sand cast iron S & S as per IS - 3989 Spun Cast iron S & S as per IS- 1729. Hubless cast(spun) iron as per IS- 15905 Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm) 75 mm diameter 110 mm diameter Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler 75 mm 110 mm Single pushfit Coupler 75 mm 110 mm Single tee with door 75x75x75 mm 110x110x110 mm Single tee without door 75x75x75 mm 110x110x110 mm Bend 87.50 75 mm bend 110 mm bend Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 75 mm 110 mm Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. Total bracket length 580mm of approved shape and design (for single, 100mm dia pipe). Total bracket length 810mm of approved shape and design (for two, 100mm dia pipes). Total bracket length 1040mm of approved shape and design (for three, 100mm dia pipes). Cutting chases in brick masonry walls (clay brick/flyash brick/AAC blocks) for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand :6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) : 100 mm dia 75 mm dia 50 mm dia Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia 40 mm dia Flexible pipe (only in residential & complaxes) 32 mm dia 40 mm dia Providing and fixing 100 mm sand cast Iron grating for gully trap. Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. Providing and fixing bevelled 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. Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing Circular shape 450mm dia. Rectangular shape 453x357mm Oval shape 450x350mm (outer dimensions) Rectangular shape 1500x450 mm Providing and fixing glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing and fixing toilet paper holder: C.P. brass Vitreous china Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin. Waste coupling 31mm of 79mm length and 62mm breadth Waste coupling 38mm of 83mm length and 77mm breadth Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. Providing and fixing CP brass towel rail of approved quality and make 600x20mm 450x20mm Providing and fixing CP brass towel ring of approved quality and make 200mm dia ring Providing and fixing CP brass soap dish of approved quality and make Providing and fixing CP brass Urinal spreader of approved quality and make Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to IS: specification. Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification. 100 mm dia. Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. Waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. Weighing not less than 105 gms. Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 75 mm diameter pipe 100 mm diameter pipe 150 mm diameter pipe Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc : 75 mm diameter pipe 100 mm diameter pipe 150 mm diameter pipe Repainting bath tub of size 1700x730x430mm with enamel paint. Providing and laying Ceramic glazed half round pipe drain (having thickness 9 to 10mm) of approved make in colours such as White, Ivory, Grey, or any other colour, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 100 mm dia half round pipe 150 mm dia half round pipe 200mm dia half round pipe Construction of manually operated fire based incinerator for girls-toilet i/c (i)   Fire and ash collection chamber 0.60x0.60 m, made of calcium silicate bricks, having 12mm dia steel bars grating @10 cm c/c, i/c MS mesh weldedon top including 300 mm x 450 mm MS openable door of half grill and half MS plate (3mm thick ).(ii)     0.40 m X 0.40 m duct made of 1.6 mm thick MS sheet for dropping napkins from the toilet opening.(iv) 150mm dia Class C heavy duty MS pipe conforming to IS 3589/1239 for gas emission with cowel, up to 2.10 meter height above terrace level.(v) Opening in wall having MS flap (1.6mm thick) of size 0.25X 0.25 m, finished with granite.etc complete as per standard drawing no. 5313-B-NB4-9919- R1 dated 21.02.2017 For ground floor buildings. For Ground floor & Ist floor buildings. Add extra for every additional floor above Ist floor. Providing and fixing coupler for PVC pipes & fittings waste/rain water/drainage disposal of superior Indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive, lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc.complete. FOR WASH BASIN CONNECTION (40mm diameter) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Internal work - Exposed on wall 15 mm nominal outer dia Pipes. 20 mm nominal outer dia .Pipes. 25 mm nominal outer dia .Pipes. 32 mm nominal outer dia Pipes. 40 mm nominal outer dia Pipes. 50 mm nominal outer dia .Pipes. Concealed work including cutting chases and making good the walls etc. 15 mm nominal outer dia .Pipes. 20 mm nominal outer dia .Pipes. 25 mm nominal outer dia Pipes. 32 mm nominal outer dia Pipes. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work 15 mm nominal outer dia Pipes. 20 mm nominal outer dia .Pipes. 25 mm nominal outer dia Pipes. 32 mm nominal outer dia .Pipes. 40 mm nominal outer dia Pipes. 50 mm nominal outer dia .Pipes. 62.50 mm nominal inner dia Pipes. 75 mm nominal inner dia .Pipes. 100mm nominal inner dia .Pipes. 150 mm nominal inner dia Pipes. Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia. nominal bore 20 mm dia. nominal bore 25 mm dia. nominal bore 32 mm dia. nominal bore 40 mm dia. nominal bore 50 mm dia. nominal bore Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 15 mm dia nominal bore 20 mm dia nominal bore External work : including trenching and refilling etc. 15 mm dia. nominal bore 20 mm dia. nominal bore 25 mm dia. nominal bore 32 mm dia. nominal bore 40 mm dia. nominal bore 50 mm dia. nominal bore 65 mm dia. nominal bore 80 mm dia. nominal bore Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) Internal work - Exposed on wall 15.88 mm outer diapipe 22.22 mm outer diapipe 28.58 mm outer diapipe 34.00 mm outer dia Pipe 42.70 mm outer dia Pipe 48.60 mm outer dia Pipe Internal work - Concealed Pipe 15.88 mm outer dia .Pipes. 22.22 mm Outer diaPipes Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : With C.I. wheel of approved quality (screwed end) 25 mm nominal bore 32 mm nominal bore. 40 mm nominal bore 50 mm nominal bore 65 mm nominal bore 80 mm nominal bore With brass lever handle of approved quality. 25 mm nominal bore 32 mm nominal bore. 40 mm nominal bore 50 mm nominal bore Providing and fixing CPVC gate valve with knob of approved quality. 25 mm nominal bore 32 mm nominal bore. 40 mm nominal bore 50 mm nominal bore Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore 20 mm nominal bore 25 mm nominal bore Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal Vertical 32 mm nominal bore Horizontal Vertical 40 mm nominal bore Horizontal Vertical 50 mm nominal bore Horizontal Vertical 65 mm nominal bore Horizontal Vertical 80 mm nominal bore Horizontal Vertical Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore 20 mm nominal bore 25 mm nominal bore Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore 20 mm nominal bore 45 cm length 15 mm nominal bore 20 mm nominal bore Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :- With common burnt clay bricks of 25 kg /sqcm compressive strength. With well burnt flyash bricks of 50 kg/sqm compressive strength. Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design With common burnt clay bricks of 25 kg /sqcm compressive strength. With flyash bricks of 50 kg/cm2 strength Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay bricks of 25 kg/cm2 compressive strength. With flyash bricks of 50kg/cm2 strength. Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay bricks of 25 kg /sqcm compressive strength. With flyash bricks of 50kg/sqm compressive strength. Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 15 mm diameter pipe. 20 mm diameter pipe. 25 mm diameter pipe. 32 mm diameter pipe. 40 mm diameter pipe. 50 mm diameter pipe. Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 15 mm diameter pipe. 20 mm diameter pipe. 25 mm diameter pipe 32 mm diameter pipe 40 mm diameter pipe 50 mm diameter pipe Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 15 mm diameter pipe 20 mm diameter pipe 25 mm diameter pipe 32 mm diameter pipe 40 mm diameter pipe 50 mm diameter pipe 65 mm diameter pipe 80 mm diameter pipe Providing and filling sand all-round the G.I. pipes in external work. 15 mm diameter pipe 20 mm diameter pipe 25 mm diameter pipe 32 mm diameter pipe 40 mm diameter pipe 50 mm diameter pipe 65 mm diameter pipe 80 mm diameter pipe Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm nominal bore 20 mm nominal bore 25 mm nominal bore 32 mm nominal bore 40 mm nominal bore 50mm nominal bore 65mm nominal bore 80 mm nominal bore Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 15 mm nominal bore. 20 mm nominal bore. 25 mm nominal bore. 32 mm nominal bore. 40 mm nominal bore. 50 mm nominal bore. 65 mm nominal bore. 80 mm nominal bore. Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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 Providing and fixing brass bib cock of approved quality 15 mm nominal bore 20 mm nominal bore Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 20 mm nominal bore Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, and weighing not less then 400 kg, 15 mm nominal bore. Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. nd weighing not less than 650 gm,a15 mm nominal bore 125 mm long foam flow. Providing and fixing C.P. brass basin mixer of approved quality and make conforming to IS: specification.15 mm nominal bore. Providing and fixing C.P. brass wall mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 150 mm diameter 200 mm diameter Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 86 mm long weighing not less than 88 gm 122 mm long weighing not less than 99 gm 165mm long weighing not less than 110 gm 90mm long weighing not less than 93 gm Providing and fixing PTMT stop cock of approved quality and colour. 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 20mm nominal bore, 89mm long. Weighing not less than 88 gms. Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. Providing and fixing PTMT pillar cock of approved quality and colour. 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. Providing and fixing PTMT, push cock of approved quality and colour. 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 15 mm nominal bore, 80mm long weighing not less than 46 gms. Providing and fixing PTMT grating of approved quality and colour. Circular type. 100 mm nominal dia. 125 mm nominal dia with 25 mm waste hole. Rectangular type with openable circular lid. 150 mm nominal size square 100 mm diameter of the inner hinged round grating. Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms. Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 25 mm nominal bore, 152mm long. Weighing not less than 440 gms. 40mm nominal bore, 206mm long. Weighing not less than 690 gms. 50mm nominal bore, 242mm long. Weighing not less than 1240 gms. Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore 30cm length. 45 cm length. Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore.Weighing not less than 32 gms. 20mm nominal bore.Weighing not less than 40gms. 25mm nominal bore.Weighing not less than 62 gms. Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 80 mm nominal bore 100 mm nominal bore 150 mm nominal bore 200 mm nominal bore Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 80 mm nominal bore 100 mm nominal bore 150 mm nominal bore 200 mm nominal bore Cutting holes upto 30x30 cm in walls including making good the same : With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength. Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 50 to 80 mm nominal bore Providing and fixing CP jet assembly to including connection etc complete. Providing and fixing ferro- cement water storage tank with cover, having minimum thickness of 10mm. The wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 M. height. Add extra for additional floor lift beyond 5.0M.height. Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 100 mm diameter 150 mm diameter 200 mm diameter 230 mm diameter 250 mm diameter 300 mm diameter Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe 150 mm diameter S.W. pipe 200 mm diameter S.W. pipe 230 mm diameter S.W. pipe 250 mm diameter S.W. pipe 300 mm diameter S.W. pipe Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 150 mm diameter S.W. pipe 200 mm diameter S.W. pipe 230 mm diameter S.W. pipe 250 mm diameter S.W. pipe 300 mm diameter S.W. pipe Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 110 mm diameter OD (min. wall thickness 3.2mm) 160 mm diameter OD (min. wall thickness 4.0mm) 200 mm diameter OD (min. wall thickness 4.9mm) 250 mm diameter OD (min. wall thickness 6.2mm) 300 mm diameter OD (min. wall thickness 7.7mm) Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design: 110 mm diameter PVC. pipe 160 mm diameter PVC. pipe 200 mm diameter PVC. pipe 250 mm diameter PVC. pipe 300 mm diameter PVC pipe Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : 110 mm diameter PVC. pipe 160 mm diameter PVC. pipe 200 mm diameter PVC. pipe 250 mm diameter PVC. Pipe 300 mm diameter PVC pipe Providing and fixing square- mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P type With well burnt bricks With Sewer bricks conforming to IS : 4885 150 x 100 mm size P type. With well burnt bricks With sewer bricks conforming to IS : 4885 180x150 mm size P type With well burnt bricks With Sewer bricks conforming to IS : 4885 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe 150 mm dia. R.C.C. pipe 250 mm dia. R.C.C. pipe 300 mm dia. R.C.C. pipe 450 mm dia. R.C.C. pipe 500 mm dia. R.C.C. pipe 600 mm dia. R.C.C. pipe Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With well burnt bricks With Sewer bricks conforming to IS : 4885 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 well burnt bricks With Sewer bricks conforming to IS : 4885 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With well burnt bricks With Sewer bricks conforming to IS : 4885 Extra for depth for manholes Size 90x80 cm With well burnt bricks With Sewer bricks conforming to IS : 4885 Size 120x90 cm With well burnt bricks With Sewer bricks conforming to IS : 4885 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With well burnt bricks With Sewer bricks conforming to IS : 4885 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m With well burnt bricks With Sewer bricks conforming IS : 4885 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) With well burnt bricks With Sewer bricks conforming IS : 4885 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : With well burnt bricks With Sewer bricks conforming IS : 4885 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With well burnt bricks With Sewer bricks conforming IS : 4885 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With well burnt bricks With Sewer bricks conforming IS : 4885 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar With 20 mm diameter round bar Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size): With 20x20 mm square bar With 20 mm diameter round bar Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality Light duty D- 2.5 Rectangular shape 600x450mm internal dimensions Square shape 450mm internal dimensions Circular shape 450mm internal diameter Medium duty - 10 Square shape 450mm internal dimension Circular shape 500mm internal diameter Heavy duty D - 20 Circular shape 560 mm internal diameter Extra Heavy Duty - 35 Circular shape 560 mm internal dia. Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 230 mm diameter For pipes 250 to 300 mm diameter For pipes 350 to 450 mm diameter Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with cement mortar 1:1 (1 cement : 1 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 100 mm dia. sand cast iron drop connection 150 mm dia. sand cast iron drop connection Extra for depths beyond 60 cm of sand cast iron drop connection complete : For 100 mm dia. sand cast iron drop connection For 150 mm dia. sand cast iron drop connection Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 Circular manhole 140 cm dia with circular cover 600 mm dia of grade Extra heavy duty HD -35 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : With well burnt bricks With fly ash bricks 100 key/cm2 strangth Constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) with precast R.C.C. vertical grating complete as per standard design : With well burnt bricks With fly ash bricks 100 kg/cm2 strength Constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With well burnt bricks With fly ash bricks 100 kg/cm2 strength Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With well burnt bricks Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete : 100 mm dia 150 mm dia Providing, laying and jointing half round glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 100 mm dia 150 mm dia 200 mm dia 230 mm dia 250 mm dia 300 mm dia Providing and laying half round RCC pipes class (light duty) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : Excavation to be paid seperataly 100 mm dia. Half round R.C.C. pipe 150 mm dia. Half round R.C.C. pipe 250 mm dia. Half round R.C.C. pipe 300 mm dia. Half round R.C.C. pipe Deduct for not provide C.I. manhole cover with frame for item No. 19.9.1.1 & 19.9.1.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.2.1 & 19.9.2.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.3.1 & 19.9.3.2 Providing & Fixing of Precast RCC drain cover of size 600x 450 x70mm (thickness) with 4 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. Providing & Fixing of Precast RCC drain cover of size 900x450 x90mm (thickness) with 8 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 900X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 450X600mm rectangular having weight of (complete unit) (weight of frame 1.84kg + weight of cover 14.2kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 300X300mm (square) having weight of (complete unit) (weight of frame 1.12kg + weight of cover 4.1kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 600mm (round) having weight of (complete unit) (weight of frame 13.6kg + weight of cover 43.1kg + - 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 500mm (round) having weight of (complete unit) (weight of frame 11.2kg + weight of cover 41.78kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement Deduct for not providing and installing FRP/GRP manhole cover size 900mmx450mm (weight of cover 43.76kg ± 10%) 450mmx600mm (weight of cover 14.2kg ± 10%) 300mmx300mm (weight of cover 4.1kg ± 10%) 600mm (weight of cover 41.78kg ± 10%) 500mm (weight of cover 43.1kg ± 10%) Providind, laying and jointing HDPE Double Wall corrugated (DWC) pipes (excavation to be paid seperately) 100 mm dia to 110 mm dia 150 mm dia to 160 mm dia 200 mm dia 250 mm dia 300 mm dia 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 and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) Powder coated aluminium (minimum thickness of powder coating 50 micron) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) For shutters of doors, windows and 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). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) Powder coated aluminium (minimum thickness of powder coating 50 micron) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Deduct for not providing EDPM rubber/neoprene gasket all around. Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. Pre-laminated particle board with decorative lamination on both sides. 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 and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) : With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). Add extra for providing and fixing froasted glass instead of float glass With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) With glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body /plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge : With stainless steel cover plate - minimum 1.25 mm thickness With brass cover plate - minimum 1.25 mm thickness. Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. Providing and fixing machine moulded aluminium covering of approved pattern and 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 and 15 mm dia, at a staggered pitch of 200mm 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 : Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. For fixed portion & for shutters of doors, windows and ventilators 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. Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with SS screws etc complete as per direction of Engineer-in-Charge. Anodized (AC 15 ) aluminium tubular handle bar Powder coated minimum thickness 50 micron aluminium tubular handle bar. Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Anodized (AC15) aluminium Powder coated minimum thickness 50 micron aluminium. Polyester powder coated minimum thickness 50 micron aluminium. Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-Charge Anodized (AC15 ) aluminium Powder coated minimum thickness 50 micron aluminium Polyester powder coated minimum thickness 50 micron aluminium. Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge. (Only weight of grill to be measured for payment). Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-Charge (Door handle, lock and stopper etc.to be paid separately). Providing and fixing 50 micron thick reflective one way type heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. Providing and fixing 50 micron thick Frosted heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. Providing and fixing 25 micron thick Non reflective heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. As per direction of Engineer-in-Charge. Extra for froasted glass (with eching film) in item No. 21.22 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge consisting of: (i)     Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the levelling course ( levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii)         2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportions. (iii)        Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. (with 5 years service guarantee) Using rough Kota stone. Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge (with 5 years service guarantee) Using rough Kota stone. Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : a)   Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. b)   IInd course of 20mm cement plaster 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c)    IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. d)      IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) (with 5 years service guarantee) Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete (with 5 years service guarantee) Serrated with central bulb (225mm wide, 8- 11mm thick). Dumb bell with central bulb (180mm wide, 8mm thick). Kickers (320mm wide, 5mm thick). Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a)  First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b)  Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a)     After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b)    Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c)   Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 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 300mm height including cleaning the surface before treatment. b)  Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 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 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 2.75kg/ 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 jointless cement mortar of mix 1:4 (1 cement: 4 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 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period 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: (with 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : (with five years service gurantee). Bitumen felt (hessian base) type 3 grade I conforming to IS: 1322. Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee). Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6 mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete. (With five years service gurantee). Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee) Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel at 6 cudm per sqm. Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. Grading roof for receiving water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1cement : 4 sand) Providing and laying insitu six course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. (with 5 years service guarantee) Providing and laying in situ four course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with 5 years service guarantee). Providing and laying in situ six course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with five years service gurantee). Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (With five years service gurantee). Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer of the membrane shall be as under:Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [for item No. 22.18 to 22.20] Water proofing treatment over Roof, Wall, Chajjas,, Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i)   Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii)     Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation. (i)Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in V groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm. (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer. (viii) 5 years of service guarantee to be provided.All above operations to be done in order as per direction on Engineer-in-Charge. Supplying and applying fibre reinforced, UV resistant elastomeric liquid applied waterproofing & Heat reflective coating coating with PU Hybrid polymers & acrylic fibers. The coating shall resist 10 bars of water pressure as per DIN 1048 standards, with elongation of 350% as per ASTM D412 & crack bridging of upto 2.5mm conforming to ASNZ standard. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and as per the direction of Engineer-in-Charge. Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, having 80% elongation as per ASTM D412, resisting 5 bars hyrostatic pressure as per DIN 1048, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 1.2mm as per ASTM 4548.5. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications and as per direction of Engineer-in-Charge. Providing and applying UV Stable polyurethane liquid water proofing membrane having Sun Reflectivity Index (SRI) of 106 on top of concrete roof / Retainning wall / Old layer of bituminous surfaces / Polyurethane foam and metal surfaces in three or more coats @20kg/ 10 sqm consisting of a coat of two component epoxy primer in ratio of 1:3(one part of resin and 3 parts of hardner) at a consumption of 2kg/10sqm. the vital physical and chemical parameters shall be as under : Min Elongation at break of 600% as per ASTM D412 and tensile strength of 3.0 N/mm2 as per ASTM D412. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of Engineer-in-Charge. Supplying & installing waterproofing treatment by using 1.2 mm thick HDPE membrane before casting of the base RCC slab. The pre-applied membrane gets bonded to the underneath of the poured concrete used as base slab. The membrane shall consist of a thick HDPE film, a highly aggressive pressure sensitive adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. The membrane shall conforms to basement waterproofing protection to grades 2, 3 & 4 as defined in BS 8102:2009. The waterproofing membrane shall have following minimum properties: a)    Resist hydrostatic pressure of up to 70 m head of water as per ASTM D5385; b)      Puncture Resistance of 950 N (as per ASTM E154) c)      Elongation of >400 % (as per ASTM D412) d)    Peel Strength of concrete: >1500 N/m (as per ASTM D903) e)      Tensile strength of 28.2 MPA (as per ASTM D412). Providing and applying 2.0 mm thick twin colour flexible PVC waterproofing membrane. Flexibility under low temperatures as per EN 495-5 should be < - 20degC. On all horizontal surfaces Geotextile 300 Gsm to be laid over PCC, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane provide 300 Gsm Geotextile Then protection screed of suitable thickness. On all vertical surfaces Geotextile 300 Gsm to be laid along with Vertical wall, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane providing protection layer of Drain Board HDPE Dimple sheet before back filling of soil. Providing and applying waterproofing & Heat reflecting roof coating with 100% acrylic elastomeric polymers. Contains 30% Volume solid, tensile strength 8 kg/cm², crack bridging, VOC 30 ± 5 gm/ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft/ltr/two coats. The operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush/Jet washer. Apply 1 coat @1 ltr/10 sqm & 3 undiluted coats @ 8 ltr/10 sqm with 4 hrs interval of each coat.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. Providing & applying crack fill paste for crack filling up to 5 mm cracks.Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge Providing & applying single pack component, solvent-free, cold applied, Polyurethane modified, elastomeric liquid applied waterproofing membrane- PU coat with excellent UV resistant capacity, The material shall meet the requirement as specified in ASTM D2370-98 of elongation at break of film>350% with geotextile fleece =50% approx.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. The product performance shall carry guaranteed for 5 year against any leakage. For Horizontal surface (with Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 For Horizontal surface (without Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and Compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage. Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on positive side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm For horizontal surface one coat @1.10 kg per sqm. Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. crystalline dryshake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product Performance shall carry guarantee for 10 years against any leakage. Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge.The product performance shall carry guarantee for 10 years against any leakage. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole) Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. Providing and applying waterproofing treatment in bathroom or tiled balcony area without breaking or removing tiles, by using waterproofing sheets as per manufacturers data sheet instructions. Permitting use of bathroom/balcony after 24 hours of application of treatement, Complete with materials and labour and gurantee of leakage for a period of 5 year. Providing and fixing 2 mm thick homogeneous conductive PVC (Poly Vinyl Flooring) EN (European Standard), total weight is 3250 g/m2, approx. PUR (Polyurethane Reinforced ), abrasion group P: ≤2.00 mm, residual indentation approx. 0.03 mm, anti-bacterial and fungal resistance, castor wheel test qualified, dimensional Phthalate free, directional in design.The floor finish should be termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto 100mm.Recommended to use in area like ICU , Post operative, Recovery rooms, OPD, Patient rooms, Corridors ,passages etc. Providing and fixing permanently static dissipative pressed homogeneous conductive PVC ( Poly Vinyl Flooring) EN (European Standard), anti static, wear layer thickness is 2mm (EN429), vinyl flooring having carbon backing with total weight 3000 g/m2 ESD approved, restorable properties, available in rolls. 100% recyclable (eco - freindly). Low VOC emission after 28days of installation (lower than ≤100μg/m3), Phthalate free non-directional in Design. Recommended to use in area like Operation theater, ICU, Server room, etc. Providing and fixing 0.92mm thick hetrogeneous compact PVC (Poly Vinyl Wall Covering) for Interior wall area, with wear layer thickness 0.12mm of PVC, EN(European Standard) total weight is 1500 g/m2, approx PUR (Polyurethane Reinforced), good resistance to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28 days of installation (lower than ≤10μg/m3), phthalate free, directional in design, The wall finish should termite free at the room perimeter. Recommended to use in area like OT,ICU, Corridors, Patient Room etc. Providing and fixing 1.3mm thick homogeneous PVC (Poly Vinyl Wall Covering) for interior area with wear layer thickness 1.3 mm of PVC, EN (European Standard) total weight is 2100 g/m2,approx. PUR (Polyurethane Reinforced), good resistant to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28days of installation (lower than ≤10μg/m3), phthalate free, directional in design.The wall finish should termite free at the room. Recommended to use in area like OT.ICU,Corridors, Passages , Patient Room Etc Supply and installation of 2mm thick homogeneous vinyl flooring, Highest abrasion wear rating Group T (EN660), binder content exceeds 55% of the flooring composition, no waste technology, consisting of PVC resin, plasticizers and stabilizers, type I. flooring ( (EN ISO 23997) max 0.4%, Abrasion group (MSZ EN 660-1) T, Fire resistance EN 13501-1 BF1-s1, Slip resistance DIN 51130 R9, EN 13893 DS, electrical resistance EN 1815 <2 kv, Chemical resistance EN ISO 26987, Castor chair resistance EN ISO 4918, Hygenie Bacterial resistant, Seaming method - hot welding, finishing complete . Recommended to use in area like Operation theater, ICU, Server room, etc. Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self- drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. Providing and fixing thermal insulation with Resin Bonded glass wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by crisscrossing GI wire etc. complete as per directions of Engineer-in-Charge. Providing and fixing insulation with resin bonded Glass wool Providing and fixing insulation with resin bonded Rock wool Providing and fixing precoatedgalvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsmlength upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto 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. Providing and fixing precoatedgalvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self-tapping screws complete : Ridges plain (500 - 600mm). Flashings/ Aprons.( Upto 600 mm) North light curves. Barge board (Upto 300 mm). Crimp curve Gutter. (600 mm over all girth). Providing and fixing white vitreous china Anti germ Fluoro-Polymer Coated Water closet squatting pan with 100 mm sand cast Iron P and S- trap, and 7.2 liter Low level, dual flush, PP (Poly Propylene) made open slim wall hung cistern capacity 3 liter/6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440x575x250 mm With integral foot rests. 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Pan Size 370x695x795 mm with solid poly propelyne made soft closing seat cover.(Premium Range) Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 395x710x730 mm with solid poly propelyne made soft closing seat cover.(Premium Range) Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 385 x 720 x 710mm with solid poly propelyne made soft closing seat cover.(Premium Range) Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 360 x 640 x 685 mm with solid poly propelyne made soft closing seat cover.(Premium Range) Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 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Brass made (0.3 micron Chrome and 10 micron Nickel plated) Tumbler Holder. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Glass Self-size 600mm with toughened glass (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Double coat Hook. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Towel Rake 600 mm. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) W. C. Brush Holder. (Premium Range) Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with. (Premium Range) Wall Hung Basin: Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 500x440x385 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 635x485x305 mm. (Premium Range) Wall Hung Basin ; Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, 15 mm C. P. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 635x430x190 mm. (Premium Range) Providing and fixing in position best Indian, quarter turn table mounted sink mixer (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) Providing and fixing in position best Indian, quarter turn wall mounted sink cock (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) Shower Glass Cubical: Providing and fixing toughen glass shower enclosure conformed Is 2553 (part 1. 1990) or IS 14900. 2000 or IS 2835.1987 or IS 14450. 2000 with C. P. brass 5 Year warranted hardware, 19mm dia SS 304 grade stabilizer, all plastic Parts of food grade plastic and all glass shall be toughened at 700 degree Celsius and Anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) Providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. (Premium Range) Providing and fixing 8 mm toughen glass wall to wall sliding shower enclosure with one fixed glass and one silding door with a Towel Rod Fixed on the fixed glass size Hight:2000 mm Width: 1500mm to 2000mm. (Premium Range) Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed withwall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed with wall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) providing and fixing white tempered glass showerpenal with special Surface body materials tempered glass with glass special surface PVC back. ABS Movable tops Shower, 4 moveable ABS body massage jets, Hand shower with fiexible hose,Brass Sout, shelf, Thermostatic mixer with diverter, 40 cm stainless steel braided hose, Minimum water pressure required 2 bar. Thermostat Mixer : Providing and fixing in position best Indian, concealed high flow bath and shower mixer with thermostatic control cartridge (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) Providing and fixing in position best Indian, exposed wall mounted bath and shower mixer with thermostatic control cartridge with button attachment on spout with connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) .(Premium Range) Providing and fixing in position best indian, eko exposed shower mixer (wall mounted) with thermostatic control cartridge, 115mm long bend pipe on lower side, connecting legs and wall flange (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) Providing and fixing in position best Indian, exposed shower mixer (tub mounted) with thermostatic control cartridge, with button attachment on spout with straight legs (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) Providing and fixing in position best Indian, 4 - way diverter consisting of concealed body and wall flange for multiple shower working with one shut-off position and 3 outlets for body shower, head shower and spout ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) Providing and fixing in position best Indian, thermostatic concealed high flow control valve with wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) Medical Faucets : Providing and fixing in position best indian, single lever surgical purpose elbow action basin mounted mixer with extended Operating lever without popup waste system with 450mm long braided hoses (cartage size32mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) Providing and fixing in position best Indian, surgical purpose elbow action pillar cock with extended Operating lever.( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) (Premium Range) Providing and fixing in position best Indian, surgical purpose elbow action wall mounted pillar cock with extended Operating lever and wall flange. (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) Providing and fixing in position best Indian, 692mm long, satin finish C. P. Brass grab bar made of 304 grade ss i/c all nuts and screw (0.3 micron chrome and 10 micron nickel plated). (Premium Range) Providing and fixing in position best Indian, satin finish, C. P. Brass grab bar with left/right 90 degree angle, made of 304 grade ss i/c all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) Providing and fixing in position best Indian, C. P. Brass grab bar vertical swing, 304 grade ss made all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) Providing and fixing 8mm thick frosted safety glass Urinal partition size 900mm height and 450mm width, fixed with C P brass bracket of appropriate size i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete.(Premium Range) Providing and fixing Stainless steel plate 304 grade of 1.50mm thick, including writing with Embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. Providing and fixing of name plate for offices name of Stainless steel plate 304 grade of 1.50mm thick, including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with 1.25m Chromium plated Steel Pipe 15mm dia, compete as per direction of Engineer-in-Charge. Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer-in-Charge. Providing and fixing stainless steel English (Capital) and Hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel (ASI Grade- 304 ) Depth of letter shall not be less than 30mm and rate includes welding/soldering of joints polishing, buffing and fixing on the wall, plate and beam surface at any height with necessary nut and bolts/fastener wherever is required complete as per direction of Engineer-in-Charge. Providing and fixing of prestressed vertically casted concrete panels (both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2100x300x50 mm having minimum 4 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed horizontally in full length of panel with prestressed precast concrete column of M-40 grade of size 3000x150x150 mm having minimum 7 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed vertically in full length to erect precast boundary wall panels to height 2100 mm from GL including excavation of pit of size 750x750x900 mm in all kind of soil except rock for erection of columns and grouting the pit with M-20 grade of concrete. Manufacturing, transportation and installation at site all complete as per the direction of Engineer-in-Charge. Extra for every additional height of 0.3 m up to height of wall 3 m Providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. Providing and fixing of stone planter (bench) made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1200mm, width 500mm, legs height 500 mm. Providing and fixing of stone table made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1000mm, width 600mm, legs height 750 mm. Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant including centering and shuttering complete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, with wire brush etc. complete as per specifications and directions of Engineer- in-Charge.Note: Cement content considered in this item is @ 330 kg/cum. Preparation of site plan and location plan with total station surveying showing all individual structures and features like trees, roads, culverts, nallas, electric poles, telephone poles, sewer lines, chambers, water supply lines, hand pumps, well etc. complete along with showing location of roads proposed in master plan. i/c Contours of entire area at 0.5 m. intervals using auto level, preparing of site plan in soft copy (using autocad) in suitable scale as desired by engineer-in-charge duly indicating north direction. Rate includes providing 1 digital copy and six hard copies, one print on tracing film, khasra map duly showing the land and location plan (index plan) and google image of the land. Rates are inclusive of transportation charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) Upto 1 Hectare 1 Hectare to 2 Hectare Add extra for each additional one Hectare or part there off Excavation of trial pit of size 1.20 m X 1.20 m with minimum depth of 0.9 m and maximum depth of 3.5m as directed by the Engineer in Charge. Trial pit shall be taken at suitable location/ locations as directed by Engineer in charge and shall be indicated on the site plan showing details of soil strata. Preparation of double line plan after measurement of internal as well as external dimensions of existing buildings/structures and plotting the same in suitable scale as directed by Engineer-in-charge. Preparing of double line plan for planning of addition and alteration work after measurement of internal as well as external dimensions and details of existing door window, ventilator openings and partitions, addition /alteration done previously in buildings/structures and plotting the same separately showing sectional elevations (minimum two numbers) and all elevations along with all relevant details like doors, windows stairs etc in suitable scale as directed by Engineer-in-charge. The consultant shall also submit detailed condition survey report. Performing Plate Load Test (P.L.T.) for Determining soil bearing capacity (SBC) at site including submission of Geotechnical Report and recommending bearing capacity in accordance with IS-1888-1982 (Without Conveyance). Performing Standard Penetration Test for determining soil bearing capacity (SBC) in accordance with IS-2131-1981 and submission of Geotechnical Report on bearing capacity based on SPT in accordance with IS-6403-1981 (Without Conveyance) Transportation charges for transportation of Geotechnical testing equipments for plate load test or standard penetration test upto a distance of 100km. (upto 100km going and 100km returning from district H.Q. both way) Rates are inclusive of Loading and unloading of testing equipments and other incidental charges during both journeys to be paid only once for one set (separate for PLT or SPT) of testing. Up to 100km (both way) Add extra for distance beyond 100km and upto 150km. (both way) Add extra for every additional km beyond 150km (both way) Preparation of detailed estimate on the basis of the working drawing supplied by the department and current SOR applicable, including computation of bill of quantities (BOQ) of material and supplying the same in six hard copies and one soft copy to the Engineer-in-Charge and if required revision of the same without any additional charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) The estimate shall be prepared only in standard format prescribed as per appendix 14 of this SOR. Preparation of DPR including site visit to verify contours & soil reports and preparation of master plan of campus including architectural working drawings and estimates in prescribed format as per appendix 14 of this SOR to obtain AA; and there after architectural drawings for statutory approvals and detail drawings at construction stage; and as constructed drawings on completion of work the DPR. Bifurcation of professional fee payable in stages as per this item shall be in accordance with List-1, List-2 & List-3. Given in preambles of this chapter 3.All work such as preparation of DPR, working drawings, statuary drawings, details drawings and as constructed drawings shall be done by the same architect/consultant to ensure consistency in services, even if time required to complete all stages as per Activity sheet exceeds the contract period. Preparation of the structure design & drawings by a structural engineer empanelled with the Chief Architect MP PWD on the basis of architectural drawings supplied/approved by the department, in accordance with relevant codes/manuals and according to the Terms & Conditions, prescribed in Activity Sheet No-1, List-4 given in Annexure-14 appended with SOR. Design and drawing shall also include ‘Tables’ for the bar-bending schedules (BBS) and concrete/steel consumption. The design and drawing shall be submitted to the Engineer-in-Charge in six hard copies and one soft copy for execution. The payment shall be done in accordance with relevant stage in activity sheet and list. First time design work Built up area upto 500 sqm Built up area more than 500 sqm and upto 3000 sqm Built up area more than 3000 sqm. Repetition of structural design of a structural design done by the structural himself or by any other structural engineer at different site, where S.B.C. or seismic zone is different.(only plinth area payment to be paid) Plinth area upto 500 sqm Plinth area more than 500 sqm and upto 3000 sqm Plinth area more than 3000 sqm Assessment of load carrying capacity and structural soundness of existing building mainly comprising of R.C.C. structure using existing information such a existing drawing, design and footing details, if available. The consultant shall carry out destructive/non destructive testing of structure at site including site investigation which may require opening of footings by digging adjoining ground fill and restore backfill structure after testing is done. This work shall be performed by a structural engineer (proof checking) empanelled with the chief Architect MP PWD Bhopal or any government engineering college. The rate shall include all charges for labour, testing, consultation of geotechnical consultant and site visit to carry out site testing Per Sqm (built up area of wing/block of existing building where construction is proposed). Drafting structural drawing on the basis of the structural design supplied by the department in accordance with all relevant codes/manuals and as per IS: 1893- 2002 and IS: 13920-1993 with updation. The work shall include making revision/compliance if any and obtaining approval of drafting work, without any additional cost within time specified by the Engineer-in-Charge or from the competent authority. The drawings for approval shall be submitted to the Engineer- in- Charge in two hard copies (minimum size A-2) and there after fair drawings on 100 micron film along with seven copies of amonia prints (minimum size A-1) and one soft copy. Drawings shall be stamped and signed with the statement that Drafted by me as per structural design done or got done by the department. Note:- This work can be done only through a person having qualification of Diploma in civil engineering/BE (civil engineering) and having certificate in AutoCAD issued by AutoDesk or by its authorized institution.