View Bid Results For Rock And Strata Measuring Equipment Tenders

We found 17 Bid Results related to rock and strata measuring equipment tenders. You can find Contractor details who won rock and strata measuring equipment tenders along with contract details in Bid awards announcements section.

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Showing 1–1 of 17 tenders matching your filters
1.
Housing Urban and Rular Development #10200585 Price Bid
Tender For Construction Of New Muthalvar Padaippagam At Bhakthavachalam Park, Chennai; 1 Civil Works 2 Dismantling removing the existing Reinforced Cement Concrete work etc., by using required mechinaries includingdisposal of unserviceable material, labour charges, as per direction of Engineer in charge. 3 Dismantling removing the existing Brick work etc., by using required mechinaries includingdisposal of unserviceable material, labour charges, as per direction of Engineer in charge. 4 Removing the existing ventilators,doors and windows including removal of frames ,hinges and fastenings arefully and stacking the same at site etc., complete. 5 Dismantling Floor finish and daddoing walls in cement mortar with mosaic tiles/glazed tiles/cuddapah slabs. 6 Carting away the surplus earth and debris to a lead of 5kgm.including Loading, unloading and dumping in the Corporation Land as directed during the execution. 7 Dismantling removing the existing closet, fitting, pipes, etc as per site., by using required mechinaries includingdisposal of unserviceable material, labour charges, as per direction of Engineer in charge. 8 Civil Works 9 Providing and constructing cast in situ hydraulic bored piles of specified diameter in M30 grade concrete using blended cement - slag cement with minimum cement content of 400kg/m³in accordance with the structural engineers drawings and directions, but exculding reinforcement including cost of mobalization of all necessary plants, equipments like piling rigs, temporary casing of appropriate length forsetting out cardinal points and the removal of the same, boring in overburden, using bentonite mud circulation technique or any other method dulythrough all strata upto the foundation level of piles etc., complete all as approved by the departmental engineer. Further include dewatering, placing concrete by tremie pipe method, disposal of bored material outside the site. Including Chipping carefully cut off portion of piles as required without any damage to the piles and dressing the top and removing all the debris away from the site with out any extra cost as directed including the cost of all tools, plants, conveyance, all labour, lead and lift required etc .,Conducting standard penetration test to identify the refusal strata for atleast 1 pile in group and atleast 25% of piles, comparing with refusal strata as indentified in soil report and providing socketting into refusal strata by 1.00mt or into hard rock by 100% dia of the pile. (Length of pile for payment shall be measured up to bottom of pile cap). 10 Boring or chiselling through any obstacles, boulders, weathered rock, etc. Upto founding level of piles for seating resting or socketting of files. The rate quoted shall include demobilising the site with all plants, equipment, piling rigs, necessary personnel brought for piling work, including removal and transportation of debrise away as directed, cleaning and reinstating site to original condition as acceptable by the Architect on completion of piling work. 11 450 mm Dia 12 Carrying out initial working pile load test on specified dia piles as specified in IS:291 1 (Part 4). Includes all plant, equipment, machinery. Instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc., all complete 13 Earth work excavation for all foundations in all type of soils and sub soils to the required depth for Footings, plinth / grade beams, etc,. by mechinaries including manual excavation for the following type of soil / rock as per detailed specification. As per SS 20B as hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary and including refilling 0 to 2.0m depth consolidation depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 metre and lifts as specified hereunder etc., complete in all respects complying with relevant standard specification and as directed by the departmental officers. 14 Supplying and filling of Gravel / Good Earth by lorry in Foundation basement filling and site filling with approved materials excavation from approved quarries and compacted to meet requirement of table 300-1, 300-2 of MORTH, in layers not exceeding 300 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density ,including all lead,lift, loading, unloading, all labour, hire charges of all machineries, Transportation, etc., complete in accordance with MORTH technical specification clause No. 305 and with all other incidental charges and as per the direction of the Engineer-In-Charge. 15 Providing Pre construction Anti termite treatment for the building including all chemicals as per standard specifications. Labour charges for preparing the areas for treatment spraying chemicals and other incidential charges etc., complete. The rate shall be inclusive ofgiving anti-termite treatment to the building for the following four stages including breaking the termite mounds making holes with crow bars at an intervel of 12to a depth of 8 in the periphery of building and pouring chemicals etc., complete as per ISI 6313-1981 and. The antitermite chemicals used should have 0.5% concentration with 3L solution for the entire operation etc. as directed by the Engineer incharge and including cost of chemicals labour transportion etc., 16 Stage:1 Spraying Anti-termite treatement chemicals solution for the foundation before laying the foundation concrete bottom and sides of the foundation. 17 Stage:2 Spraying anti-termite chemicals solution to the grade beams level spraying has to be done for the grade beams brick masonry in the superstructure in contact with back fill earth. 18 Stage:3 Spraying anti-termite chemicals solution on sand for the flooring before laying the flooring concrete. The treatment has to be carried out on the sand filling the basement after leveling operation is over. 19 Stage:4 Spraying anti-termite chemicals solution around the building outside of the building by making crow bar holes at an intervel of 12 to a depth of 8 around the building before laying the plinth projection.This holes has to be be closed after the treatment. 20 Supplying and Filling withM-sand in floor and others sub structures for 150mm thick and well watered, rammed and consolidated by power compacter. The rate includes the cost of river sand, compacting with mechanical compactors, labour charges for leveling, loading & Unloading and Transportation charges etc., complete and as per the standard specification. 21 Construction of Wet Mix Macadam 150mm compacted thickness in two layers by providing , laying , Paving , and compactingofaggregate gradation satisfying to Table 400-13 of MORTH and satisfying the physical paraeteres as per MORTH Table 400-12, mixing in a Wet Mix Plant of 200 tonne capacity at OMC , carriage of mied material to work site and laid in sensorpavers to the required line and grade as per the drawing and compacted with vibratory roller of 8-10 tonne to achieve the desired density of 98% of Maximum dry density and as per the direction of the Engineer-In-Charge of work. 22 Providing and laying plain cement concrete 1 : 4 : 8 ratio of(1 cement , 4 sand and8 graded stone aggregate 40mm nominal size) in foundation and basement for 100mm thick including dewatering wherever necessary and consolidation etc. The rate includes the cost of materials, labour charges, lifting charges, loading & Unloading and Transportation etc., complete and as per the standard specification. 23 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc., the rate including cost of all materials, labour charges, wastages, placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 24 For column footing plinth beam , pile cap staircase steps, piers raft beam raft slab etc., 25 For Plain surfaces such as RCC slab, Beam, Bed Block, waist slab, landing slab, lintel etc., 26 For square or rectangular column, boxing, sunshade etc., 27 Providing and Laying M 30 Standardised concrete Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Footings, Grade beam, retainning wall drain wall & raft , Plinth beams, Column, Grade slab, Roof slab & beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. in-charge The rate including cost of all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, gunny bags for curing etc. as complete with all respects complying with relevant standard specification, as directed by theEngineer-in-charge 28 Basement 29 GF 30 FF 31 Terrace 32 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete cover blocks to maintain the cover as required. The rate including cost of all materials, bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks and GI binding wires etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 33 Brick work in cement mortar 1:6(one cement and four sand) using fly ash bricks of size 230mmx110mmx70mm for foundation and super structure as per detailed specifications and as directed by the departmental officers 34 Ground Floor 35 First Floor 36 Terrace 37 Brick partition walls of 11.50cm thickness using best quality Fly ashbricks of size 9 x 4-3/8 x 2-3/4(230x115x76) in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 38 Plastering 10 mm thick for ceiling including slabs, beams and column drops and staircase waist slab, sunshade, drops, chajjas etc.. with cement Mortar 1:3 (1 of Cement : 3 ofP sand) according to the specification. The Rate including Cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 39 Plastering of 12 mm thick for Internal walls with cement mortar 1:4 (1 of cement : 4 of fine P.sand)according to specifications. Rate shall include for providing GI mesh of nominal thickness at the junctions of masonry and concrete works to a width of 100 to 125mm including tying in position with suitable clamps/screws. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 40 Plastering 12 mm thick for external surfaces with cement mortar 1:4 ratio (1 of cement : 4 of fine P.sand) including water proofing compound of “CICO No.1 or equivalent“ as per Manufacturers Specification with sponge finish (washed sand finish) all complete as per specification and as directed.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by theEngineer-in-charge. 41 Supply and painting oftwo coats of Plastic emulsion paint of approved shade and colour over one coat of DCP Primer including one coat of Acrylic Wall Putty with DCP Primer.Rate including all brush, roller, ladder, scrapping, washing, materials, labour charges, wastages , cleaning, necessary lead and lifts, scaffolding, stagging, working at all levels, elevations,transportaion charges, loading, unloading, curing, sanding, touchup putty, surface thoroughly cleaned and wetted before painting as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge.(Internal surface) 42 Supplying and painting of2 coats of weather proof exterior emulsion with high sheen, anti algal properties over one coat wall exterior primer of approved quality and shade etc., complete.Rate including all brush, ladder, scrapping, washing, materials, labour charges, wastages , cleaning, necessary lead and lifts, scaffolding, stagging, working at all levels, elevations,transportaion charges, loading, unloading, curing, sanding, touchup putty, surface thoroughly cleaned and wetted before painting as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 43 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete (M-0652) 44 Supplying and filling the sunken slabarea byBRICK-BATCOBA by adding CICO NO:1 or approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE- AcrylicPolymer Based Waterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturers specification after entire completion of laying pipes, sanitary fittings etc.Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc. as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 45 i) Includingapplying two coats not less than 2 mm thick of TAPECRETE- AcrylicPolymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with approved water proofing compound like CICO No.1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturers specifications and as directed. 46 Supplying and laying of Ceramic tiles of size 305 x 305 x 6mm for flooring approved make and quality with plain/colourwith base mortor in CM 1:3, 10mm thick and pointing with white cement by adding suitable colour pigments including finishing, jointing and polishing with neat finish etc., complete. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 47 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 48 Providing and laying factory-manufactured linoleum flooring in the form of Rolls in the size of 12192mm of length and 1981mm of wide with 2mm thickness which laying above in the vertified tiles using the adhesive the flooring shall be laid over a smooth, level subfloor using manufacturer-recommended adhesives, complete in all respectsRoll flooring shall be laid with butt joints; edges shall be cold-welded or heat-welded for seamless joints.Apply a coat of linoleum polish or sealant after laying (if uncoated variant is used). Proper rolling to remove air pockets and ensure bonding the rate is inclusive of all necessary material, labour, transportation etc asper standards. 49 Finshing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in cement Mortar 1:3 (one cement and threee sand ) 12mm thick mixed with water proofing compound conforming ti ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed withred oxide and water proofing compound including curing et,. complete complying with standard specification and as directed by the departmental officers 50 Providing Polymer Coating (Water Proof Coating) for sunken portion of toilet with following specification and the surface shall be cleaned to remove all dust, foregin, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred thoroughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete. 51 Supply and laying with best quality the following materials of Machine Polished granite slab not less than 18 mm thick (Jet Balck) including cutting for wash basin and edge polishing to be set in CM 1:4 (1 of cement : 4 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts working at all levels, transportaion charges, loading & unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge 52 Supplying and fixing plywood partition with Teakwood frames of75x50mm size and with 3mm thick commercial plywood fixedwith screws and nails including fixing in position with 4Nos of iron hold fasts 50x6x230mm size etc.,complete.(ISI STD) 53 Supply & fixing of Tamilnadu Logo & Symbols as per design & Elevation. 54 Flooring with Joint free double charged vitrified tiles of approved quality, colour and design joint free of size 600 x 600 x 8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (one cement three sand) 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officers. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 55 Supplying and fixing UPVC windows of casement type Open from the profile the size of outer frame 60mm x58mm and shutter profileare reinforcement withGI/1mm125GSM and 100% Corrosion free,the profiles are multi Chambered sections with wall thick of 2mm. TheEPDM rubber covered with over all the edges of frame and shutter the shutter .will be provided with Espag multi power point locks and also it operates with Handle. The Corners and joint should bewelded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thk should be provided to the shutter and it should not allow leakege of water even at most ranging storms and should have key lockable action, security protective hinges , strong locking system and as per size for arresting noise and energyloss. The connecting mechanism between sash and windowshould be fixed to the wall with 100% packing with screws and silicon Packing all roundthe frames. The window should be got approved from the Executive Engineer before use on work. 56 Providing of 35mm thick factory made pre-laminated ABS(Acrolynitrile Butadiene Styrene) Door Shutter moulded indifferent designs, consisting of all round frame made out of water proof solid foam PVC bar of size 20 x32mm, reinforcedby 32 x 32mm - 2 Nos., for vertical made out of LVL(Laminated Veneer Lumber), core material of 32mm thickhigh density craft paper honey comb board, sandwiched onboth sides with pre-laminated ABS sheet thickness of 1.5mm.PVC edge banding of size 0.45mm on the vertical sides.Hardware made out of steel coated butterfly hinges - 3 Nos.,for each shutter and ISI make SS round lock complete forfinished item of work, complete complying with the standardspecification. The door shutter and frame should be gotapproved from the Executive Engineer before use on work. 57 FRP Door Sutter with FRP Door Frames along with vision panel (as per drawing) made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers. 58 Supplying and fixing UPVC Louvered Ventilators of from the profile the size of outer frame 60mm x58mm and shutter profile size of 60mm x 78mm both profile are reinforcement withGI/1mm125GSM and 100% Corrosion free,the profiles are multi Chambered sections with wall thick of 2mm.The EPDM rubber covered with over all the edges of frame and shutter . The Corners and joint should bewelded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thk should be providedin the Louvers.The window should be fixed tothe wall with 100% packing with screws and silicon packing all round the frames.The Ventilator should be got approved from the Executive Engineer before useon work. 59 FALSE CEILING WITH GYPSUM PLAIN TILES (600x600)Providing and fixing true horizontal level false ceiling using SAINT - GOBAIN GYPROC or Equivalent make with 24 mm Grid system using hot dipped galvanised Steel Section, exposed surface chemically cleaned caping prefinished in backed polyestar paint wall angle of size 24mmX24mm used in the periphery of the ceiling fixed to the wall partition R.C. Column bandwalls with the help of screws at 600mmc/c. Main runner of size 32X24mm suspended at 1200mm c/c max by using securely fixed to the structural soffit of R.C.C. slab by using 6mm Nylon Rawl plug at every 1200mm(Max) and 1200mm long Cross Tee of size 24X24mm to interlocked between Mainrunner at 600mm c/c (max) to form a grid of 1200mmX600mm. 600mm long Cross Tee of size 24X24mm is inserted to form a grid of 600mmX600mm and finally tiles laying with 12mm Gypsum plain Tiles as per stansdards 60 Providing & fixing of Brick Cladding in elevation as per drawing. The rate is inclusive of all necessary material , labour, transportation etc complete as per standards. 61 Supplying and Fixing of aluminium Dye Cast Letters of approved size and colour treatment processis achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes aluminium Dye Cast Letters 6 Size. Tamil Stainless Steel Letters 25CM 62 Supplying and fixing M.S.Grill gate of required size in two shutters with necessary iron members, gun metal cups and wheels 75mm dia. with fittings locking arrangements,etc., complete,including painting a priming coat of approved primer,etc., complete (The design of gate furnished is subject to alteration during execution.) 63 Supplying and Painting the wall with Texture Finish Paint including thorough scraping, clean removal of dirt, Primer. The rate includes cost of materials, brushes, sand paper, rollers, plaster of parries, putty wherever required and neat finishing etc., complete complying with standard specification and as directed by the Departmental Officer (the colour and quality should be got approved by the Executive Engineer before use) 64 GYPBOARD DOUBLE SKIN PARTITIONProviding and fixing of Gypsum Dry wall Double skin partition of 75 mm thick using SAINT - GOBAIN GYPROC or Equivalent make and the partition shall be of one layers of tapered edge 12.5mm thk Gyp board screw fixed with dry wall screw of 25mm at 300mm c/c to either side of 48mm studs. GI steel sections to be placed at 610 mm c/c in 50mm floor and ceiling channel 0.55mm thick having equal flanges of 32mm made of GI steel with joints staggered to avoid leakage through joints. Finally square and tapered edges of the boards are to be finished so as to have a flush look which includes filling and finishing with jointing compound, joint paper and 2 coats of Drywall top Coat suitable for Gypsum upto primer level.As per India Gypsum Specs.Note: Angle Bead to be used at external angles to get straight line finish & protection from normal impacts. 65 Providing and laying water proofing treatment to vertical and surfaces for sunken portion of depressed portions of W.C., and the like consisting of :i) 1st 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. ii) 2nd course of 20mm cement plaster 1:2 (1 Cement : 2 Coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) 3rd course of applying blown or residual bitumen applied hot at 1.7Kg per sqm of area. iv) 4th 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) 66 PLUMBING WORKS 67 Supply,erection and testing & commisioning of 3HP Submersible pumpset in the capacity of 6000 LPH @ 300Ft, max. total head of 350 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge.( Sump to OHT transfer pump) 68 Labour charges for the erection of submersible pumpset in borewell/openwell including fixingand jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. 69 Drilling of 6 dia vertical borewell so as to have a finished size of 6 dia borewell in boulder area to any required depth as decided by theincluding Transportation from one place to anothr place with in Tamilnadu State by direct or reverse rotary mud circulation method using Contractors rig tools, fuel, labourers, bentonite mud and water required for drilling at the site shown by the TWAD Officers including construction of mud pit etc. using only calyx rigs. 70 300mm 71 Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directed by TWAD Board Officers and conducting yield test by V notch method. 72 Supply and laying following dia PVC casing pipe with excise duty as per IS 12818 / 1992 73 200mm dia CS ( plain pipe) 74 150mm dia CS ( plain pipe) 75 Labour charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Executive Engineer of Departmental officers. 76 200mm dia CS ( plain pipe) 77 150mm dia CS ( plain pipe) 78 Supply and fixing in position whiteEuropean Water Closet of approved make with low level concealed flushing tank 10 litre capacity of best quality and approved make with 100mm P or S trap with double flapped rigid PVC seat cover with CP brass hinges etc. complete complying with standard specification and as directedby the Departmental officers (The EWC should be got approved by the Executive Engineer before use on works.URINAL WITH FIXING ACCESSORIES SET, SIZE - URS-WHT- 13253N 79 Supplying and fixing Wash Hand Basin of size 550 x 400mm with all accessories such as cast Iron Brackets, 32 mm Dia C.P. Waste coupling, Rubber plug and Chain, 32 mm dia B Class G.I. Waste pipe, 15 mm Dia G.M Wheel valve; 15 mm Dia Nylon connection, 15 mm Dia Brass, wast couplingNipples, 15 mm C.P. Pillar tap etc.,including fixing the wash hand basin in the wall in position with a pair of C.I. brackets with teak wood plugs and screws and giving necessary water supply connection and as directed by the Department officers.(TheWash basin should be got approved by the Executive Engineer before use on works. 80 Supplying and fixing of CP Two Way Bib Cock with Health Faucet ,wall hook & one metre longflexibletubeincludingcuttingandmakinggoodthe wallswherever requiredetc complete.complyingwithstandardspecificationandas directedbytheDepartmentofficers.Thequalityandmakeofhealth faucet should be got approvedby Concern department Engineer before use on work. 81 Supplying and fixing the best quality approved make of SS heavy duty long body Tap including cutting and making good walls wherever required etc.complete,complying with standerd specification and as directed by the department officers. The quality and make of angular stop cock should be got approved by concern department engineer before use on work. 82 Supplying and fixing in position Mirror of size 600x450mm of approved quality and brand with necessary plastic back PVC frame with bottom stand using brass screws rawl plugs for fixing etc complete complying with standard specification and as directed by the Departmental officers.The colour of frame and quality of mirror should be got approved by the Executive Engineer before use on work 83 Supplying,installing,testing and commissioning of approved make CONCEALED STOP COCK for toilet including neccesary accessories etc,complete,works include making require size curout in wall,and fixing the control box property,redoing the same etc,complete the quality and make of concealed stop cock should be got approved by concern department Engineer before use on work. 84 Supplying and fixing CP angle cock with wall flange including cutting and making good the walls wherever required etc., complete complyingwithstandardspecificationandas directedbythe Engineer Incharge before use on work. 85 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg ,10 kg /sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). 86 160mm Dia 6kg 87 110mm Dia 6kg 88 75mm Dia 6kg 89 50mm dia 6kg 90 Supplying andfixingPVC cowl of following size to vertical Soil/Waste pipes above terrace level. The rate including cost of all materials, labour charges and transportation etc. completed as directed by Engineer-in-Charge. 91 110mm dia 92 Supplying & fixing in position PVC Nahini / Floor trap of size 100x75mm including stainless steel gratings of approved brand & quality, fixed over a bed of brick jelly limeconcrete 1:2:5 ( One part of lime, two parts of sand & five parts of 40 mm size brick jelly ) & finished with cement mortar 1:3 ( One cement & three sand ) includingdismantling masonry works wherever found necessary & making good the damaged portions to the original condition & giving connections to the cast iron pipes etc., complete, complying with standard specification. (The PVC Nahini / Floor trap should be got approved by the Executive Engineer before use on works ). 93 Constructing solid block masonry manhole various size of deep in cement mortar 1:3( 1 Cement: 4 coarse sand ) R.C.C. Raft & top slab with cement concrete 1:2:4, plain cement concrete 1:4:8 mixfor base course (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size )above that 150 mm thick RCC M25 raft slab inculding reinforcement 10mm dia 150mm c/c bothways. Plastering inside walls with 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand ) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ), finished with a floatingcoat of neat cement ,supplying and fixing SFRC manhole cover with farame , PVC foot rest as per detailed drawing etc the quoted rate shall also necessary excavation and back filling etc complete.complete as per standard design : (the chamber and cover should be got approved by the Executive Engineer before use on works) 94 Manhole 600 x 600 mm internal size ( Depth up to 1000mm) 95 Supplying, laying and jointing CPVC pipes SDR 11(having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing CPVC specials using CPVC adhesivesand fixing into wall with teak wood plugs, CPVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications.The CPVC pipes shall be got approved by Executive Engineer before use on works.Internal & Vertical 96 a) 20 mm dia 97 b) 25 mm dia 98 c) 32 mm dia 99 Supplying and fixing manhole cover with frame as per approved make ,cover weight and being size mentioned below and specified size in the drawing etc., including painting with two coats of anticorrosive paint over a coat of primer etc., fixing locking arrangements, fixing Man-hole over, grouting the anchors with CC 1:2:4 (one cement,two fine aggregate and four coarse aggregate), as complete in all respects complying with relevant standard specifications and as directed by theClient / Engineer-in-charge.Size:600x600mm 100 Supply & fixing of Bottle trap as per standards. BOTTLE TRAP (WITH INTERNAL PARTITION) 32 - ALD-CHR- 769L300X190 101 LANDSCAPING WORKS 102 Planting of Ixora hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inchincluding loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 103 Planting of Ficus black ornamentalfoliage shrub varietyof height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation ofrequired size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 104 Planting of Jasmine Plant foliage shrub varietyof height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation ofrequired size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 105 Planting of Travellers palm ornamental foliage Specimen plantvarietyof height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation ofrequired size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 106 FURNITURE WORKS 107 Linear type Workstation (1000mm(W) X 600mm(D) X 750+300mm(H)) as per below specificationTable Top: - Made of 25mm Thick E1 Grade Pre-Laminated Particle Board with 2mm PVC Edge Banding.Main Screen : -8mm Sandwitch Glass finishes of Sizes 1050x300mm htUnderstructure: - MS Square Leg cross-section of size 50 x 50mm is Made of Mild Steel 1.6mm thick CRCA Powder coated.MS Powder Coated horizontal Beams supported below the table top of Size 50*25mm. Rectangular Tube made of 1.6mm thick CRCA Powder coated.Raceways : -Vertical Raceways - 120 MM HT MS Powder Raceways Considered below the Table top With Intermediated legs considered for Wire Provision.Without Middle Cover.Wire Manager: - Wire Manager Hole considered. 108 Storage (Open Shelf) 1200mm 300mm 2100mmIs made 25mm top & all other panel 17 mm thick in prelam particle board finished in Laminate of approved shape, equal shutter 2mm thick edge banding finished. This also includes providing and fixing of hardware like locks, handles, spring loaded hinges etc 109 Supply of Chairs 110 ASPIRE MB (BLACK)* Black Backrest frame, Polished aluminum connected* Mesh back, Seat and headrest fabric* Height adjustable lumbar support with PU surface* Tiltable backrest (can be tiltable when locked inupright position)* 4D adjustable armrest with PU pads* Mould foam with plastic seat upholstery* Mechanism, with seat slide.* Chrome gaslift* Polished aluminum base with plastic cover,* 60mm nylon castors 111 * Versa Medium Back Mesh Chair* AN -70 Mesh* Single Lock Synchro Mechanism* Adjustable Lumbar Support* One Way Adjustable Armrests ( Height)* Nylon Base* Fabric Upholstered Cushion Seat 112 Meeting Room TableTable Top: -Made of 25mm Thick E1 Grade Pre-Laminated Particle Board with PVC Edge Banding,Understructure: - MS Leg 50mm 50mm is Made of Mild Steel 1.6mm thick CRCA Powder coated.MS Powder Coated horizontal Beams supported below the table top of Size 50*25mm.Raceways : Horizontal RacewaysMS Powder Raceways Considered below the Table top With Intermediated legs considered for Wire Provision.Wire Manager:- Flip Cover Considered. 113 Meeting Room Table (2400mm 800mm 750mm) 114 Cabin Main Table with Side Storage (Main Table 1500mm 750mm 750mm / Side Storage 1200mm 450mm 750mm)Side Storage 1200mm 450mm 750mmTable Top: Main and Side Table Made of 25mm Thick E1 Grade Single Top PLPB with 2mm PVC Edge Banding,Understructure: MS Square 50mm Steel 1.6mm thick CRCA Powder coated.MS Powder Coated horizontal Beams supported below the table top of Size 50mm x 25mm.Flip Cover : Flip Cover 400*143mm Made of AluminiumWire Manager: Wire Box with Socket Plate and Vertebra considered for wiringModesty : Front & Side PLPB Modesty Panel . 115 Librarian TableMain Table 1100mm 440mm 750mm 116 3 Seater Sofa with Table 117 INTERACTS-902 (Leatherette)3 SeaterSize : 1810 (W) x 720 (D) X 740 (H)Made off : the sofa is made of fine quality leatherrite (3s = 8.0 mtr,2s = 6.8 mtr, 1s= 5.3 mtr), the structure is made from silver wood& pine wood, 32 & 40 density foam is used which is covered withroll poly filling for giving comfort and extra softness to sofa. Extra(kangaro company)Legs : are made of stainless steel.Color : Black 118 ELECTRICAL 119 TNEB METER BOX 120 Supply andfixng of TNEB meter board suitable for 3phase100A service connection made up of suitable angle iron frame work of size 2feet x 1-1/2 feet using angle iron of size1-1/2x1-1/2x1/4rigidly fixed on wall covered with hylem sheet of size 2 feet x 1-1/2 feet of 12mm thickness with necessary bolts and nuts supports and supply and fixing of 3Nos.100A fuse units (500V), 1No .neutral link,copper earth flat of size1x1/4with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with earth connection complete. 121 M.S. Enclosure (IP65): Supply, Erection , Testing and commissioning of the followingtype M.S. powder coated enclosure for housing the Meteringing service, whch should be made outof16SWG enclosure with provision for cable entry, with Outdoorapplication IP65 as specified Protection, fixed on the wall/Floor withall accessories, pedestal frame with concrete grouting or suitable to fix at concrete plinth etc. 122 MAIN Panels 123 MAIN Panels:Supply, Installation, testing and commissioning of 3Phase, 415Volts, Main LT Panel board of Indoor, Cubicle floor mounting type made out of14 SWG CRCA sheet steel with powder coated finishing, MS base frame, double internal earthing arrangements, 100Amps, rating TPN Copper busbars and Earth bar with interconnection busbar, etc., comprising of the followings:EB Incomer :1 No. 100Amps, 25kA, 4Pole, Thermal magnetic MCCB with Ext.RHOMDG Incomer: 1 No. 100Amps, 25kA, 4Pole, Thermal magnetic MCCB with Ext.RHOMCommon C/O Incomer: 1 No. 100Amps, 4Pole Automatic Changeover Switch with EB ON and DG ON LED Indication lampsMetering : 2 Set of RYB LED Indication lamps2 Nos. of Multifunction Meter with RS 4852 Set of Current Tranformers (200/5A, Cl-1), 1 No. 200/5A CT for APFCR2 Set of Control MCB and Electrical Interlocking between EB & DG Incomers Outgoings: 3 Nos. 63A, 25kA, TP+N, TM MCCB with Ext. RHOM (APFCR &AC)4Nos. 32A, 25kA, TP+N, TM MCCB with Ext. RHOM (Lighting & Spare),6Nos 32A DB MCB inclding all labour Charges And Transports Charges. 124 APFC PANEL: Supply, installation, testing and commissioning of 25 KVAR Automatic power factor correction panel ( APFC ) with 8 steps of capacitor switching cubicle type, free standing, Powder coated, 14 SWG CRCA sheet steel,enclosed separate compartment for each capacitor, front operated, indoor type dust and vermin proof, hinged, lockable doors, electrolytic grade aluminium bus bars, with SMC /DMC insulator supports, Digital volt meter, Ammeter with selector switch, 8 stage Digital Automatic power factor correction,( APFC ), Auto / Manual selector switch, cluster LED typeindicators, in the incomer,complete with electrolytic grade aluminium bus bars, MPP type Power capacitors, with 5 KVAR x 3 no. 3 KVAR x 2 nos. 2 KVAR x 1 nos. 1 KVAR x 2no. Contactors, MCCB’s, start, stop, push buttons, internal wiring, colour coding, ferrules, cable gland plates, Aluminium earth bus for the entire length of the panel with bonding to earth and painting,Panel mounting MS Channels, fasteners, etc., including all associated control wiring and interlocking circuitry, Main panel sensing CT interconnecting wiring etc., all inclusive. 125 Supply, Installation, testing and commissioning of 1 x 58.5KVA, Silent type Diesel Generator Set with AMF Panel complete with suitable size Acoustic enclosure CPCB IV and BIS. Diesel Engine suitable for Generator application, developing 1500RPM with an overloading capacity of 10% for one hour in any 12 continuous hours operation generally confirms to BS:5514, directly coupled to 58.5KVA at 0.8 Power factor, 415V, 3Phase , 4wires, 50cycles per second self excited, self regulated, with brushless excitation, Alternator generally confirms to BS:5000/IS:4722. DG set shall be complete with radiator, residential type silencer, electronic governor, cable termination box, MS mounting frame, fuel piping, diesel day tank, 24VDC Battery, Battery mounting frame, oil level indicator with gauge board, andall other accessories as per standard specifications.Diesel Generator set shall be mounted on cushy foot or similar type of vibration Isolators. The cost of Exhaust pipe shall be included in this item with Sutable concrete Base at M30 Grade. The DG Set shall be suitable for auto-mains failure startand auto / manualoperations.The DG Should be supplied with Auto-Start-Stop Control panel with suitable rating switchgear 126 DISTRIBUTION BOARDS 127 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1no. 32A DP MCBswitch as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wallwith earth connection only.Higher End 128 Supply and fixing of 4 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution boardwith double door (metal) with 1 no. 32A 4P MCB switch as incoming and 12 nos. 6A to 32A SP MCB asoutgoing in flush with wall with earth connection only. Higher End 129 Supply and fixing of 7 segment 4 way TPN MCB sheet steel distribution board (Higher end) with metal / acrylic door cover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and seperate 4 way provision for accomodating one no. 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one no. 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 4 ways in each segment) and seperate provision for MCB / Isolators ( totally 12 nos.) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq.mm.with the following in flush with wall with earth connection only. i. 63A 4P MCB - 1 no.ii. 63A 4P 30MA RCCB/ELCB - 1 no.iii. 63A DP MCB Isolator -3 nos.iv. 6A to 32A SP MCB - 12 nos., 130 Supply and Laying of 3 1/2x 70 sq.mm. PVC armoured LTUG cablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 131 Supply and fixing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection. 132 Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete. 133 Run of Mains 134 Supply and Run of 4 of 10 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 10 sq.mm copper wire and making good of the concealed position. 135 Supply and Run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection by 4 sq.mm. PVC insulated SC unsheathed FRLS copper wire and making good of the concealed portion. 136 Supply and Run of 2 of 10 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 10 sq.mm copper wire and making good of the concealed position. 137 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion. 138 Point Wiring 139 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) Higher End Primary Point. 140 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator)Higher EndSecondary Point. 141 Switch & Sockets 142 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 143 Supply and fixing of 2nos.6A two module 5 pin socket , 2 nos.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 144 Supply and fixing of 1 no.6/16A two modulesocket , 1 no.16A one module switch with module cover plate (plastic) on Suitable module concealedBox (GI ) in flush with wall with connections. Higher End 145 Supply and fixing of 20A Flush type Wall Socket 32A DP MCB complete set for AC Plug in flush with wall with earth connection (For AC Plug) 146 Air Condition 147 Supply & Instalation of Air-Conditioner with Copper Coil 2.0 TR Split Type AC Unit - 5 Star Rated, 5 KVA capacity Automatic Voltage Stabilizer with time delay relay, 5/8” and 3/8” copper pipe (Extra beyond 3 metres supplied with AC unit), Inculding MS stand for fixing outdoor unit. 148 Supply and fixing of Copper Refrigerant Piping of 3/8 dia and 5/8with Pipeline nitrle rubber insulation with 50mm PVC water drain pipe line with Non Adhesive Cotton Roll insulation and 3 core Power cable from indoor to Outdoor unit. 149 Supply and fixing of 450mm (18) Wall mounting 5 star rated complete (Higher end) with necessary accessories and hardwares as required. 150 Supply and fixing of 300mm (12) sweep(Heavy Duty) AC exhaust fan complete with necessary wall opening and making good of the wall . 151 Supply and fixing of louvers shutters arrangements for 300mm (12) sweep AC exhaust fan 152 Supply and fixing of 24W LED 2x2 square type Recessedfitting with LED (Higher end) on false Ceiling with suitable hanging support from ceilingwith PVC unsheathed copper leads from terminals to the fitting 153 Supply and fixing of 18W LEDRound type Recessedfitting with LED (Higher end) on false Ceiling from ceilingwith PVC unsheathed copper leads from terminals to the fitting. 154 Supply, installation, testing and commissioning of36 W, 900mm diaCircular LED pendantlight fitting, made out of CRCA powder coated body, aluminium reflectors,poly methyl meth acrylate (PMMA) diffuser, glare free light, suitable for recessed mounting including electronic drivers, day light colour LED lamps, inter connecting wiring including accessories all inclusive. KL 3232 155 Supply and fixing of28Watts GATE FIXTURE FITTINGwith cool day light suitable for wall / roof sheet mounting, made outCRCA powder coated body,IP65 aluminium reflectors,poly methyl meth acrylate (PMMA) diffuser, glare free light, including electronic drivers, day light colour LED lamps, inter connecting wiring with suitable fixing clams, hooks as required including accessories all inclusive.(Klite/Millenium/Bajaj Equivalent) 156 Supply and fixing of 8W Light fitting (IP67) Inground fixture with PVC unsheathed copper leads from terminals to the fitting and to complete necessary accessories and etc to complete the work. (Klite/Millenium/Bajaj Equivalent) 157 Supply and fixing of MIRROR Light 20W LED Batten 158 Supply and erection of Canon Digital Photocopier (Xerox) Machine IR-3300 / 3235Type of Product : Laser Multi functionalCore Functions: Print, Copy, Scan & SendFirst Copy Time:3.9 SecMultiple Copies :1 to 999 SheetsPrint Speed :45ppmThe laser beams engrave the image or text that you have sent to print on the surface of the drum. When using a copier this process is done using light, the light scans the page required for printing and converts it into an image 159 Supply and erection ofAll-in-one Desktop of HP 27-cb1456in Core i5 (8GB DDR4 /Windows 11 Home/27 Inch Screen/27-cb1456in) with 600VA UPS, Keyboard, Mouse,27 inches, 11th Gen Intel Core i5-1235U6 x 1.8 GHz (Turbo Speed upto 4.2 GHz) Cores Hexa Core, 12 Threads, 18 MB Cache, UHD Graphics 730 Graphics, 8 GB DDR4 RAM Smallest and 512 GB SSD.Ethernet (LAN), HDMI, Multi Card Reader,WiFi, Bluetooth v5.03 x USB 3.0, 1 x USB Type-C and Inbuilt Microphone 160 PRINTER: Supply, installation, testing and commissioning of HP Smart Tank 790 WiFi All-in-One Printer Duplexer with ADF and Magic Touch Panel Inkjet Colour printer, print speed 11-20 sheets with multiple features like print, scan, copy, fax, multi-port connectivity (Hi-speed USB 2.0, Wifi, Bluetooth LE , 1 USB Host, LAN) , 2.4/5G dual band Wi-Fi, Wi-Fi Direct, mobile printing capability, etc 161 Supply, installation, testing and commissioning of Long Range Wifi Device of following Specification: Networking Interface: (1) GbE RJ45 PortPower Method: PoE+, Pasive poE(48V) Max TX power: 2.4 GHzAntenna gain: 2.4 GHzMounting: Wall or Ceiling MountingWifi Satndards : 802.11a/b/gWireless security: WPA-PSK, WPA- Enterprises(WPA/WPA2/WPA3)VLAN: 802.1Q Concurrent Clients: 300+ 162 CCTV 163 Supply, Installation, Testing and commissioning of 16 channel 2 SATA NVR, with 6TB Hard Disk Drive 2 nos, New logical and visualized GUI design Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected,Configurable normal or hot spare working mode to constitute an N+1 hot spare system Video Input and Transmission, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1 / VGA1 outputs provided  HDMI1 Video output at up to 4K ( 3840 × 2160 ) resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface for HDD connection, Support upto 10TB capacity for each HDD, Smart search for efficient playback. and smart playback to improve the playback efficiency, Supports VCA search for fire/ship/temperature/temperature difference detection triggered video files, POS information overlay on live view and playback, POS triggered recording and alarm Network & Ethernet Access  Hik-Connect for easy network management, 2 Gigabit Ethernet network interfaces. (Make : Hikvision / Dahua / Sony. 164 Supply of 4MP, Internet Protocol fixed BULLET CAMERA/DOME CAMERA (INDOOR & OUTDOOR)with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse. with Camera Stand and camera fixed connecting box. (Make: Dahua/Panasonic) 165 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN (Make: Sony/ LG /Samsung). 166 Supply and Clamping of CAT 6 unarmoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant. ii)Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylene v. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 167 Supply and Fixing of Rack with Accessories -Higher end9U Rack with fan extra for the above rack. (Amp/NVR/POE) 168 Supply and Fixing of Rack with Accessories -Higher end4U Rack with fan extra for the above rack. (speaker/data/cctv) 169 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. (Make: DLINK,NETGEAR/ TPLINK) 170 Supply and fixing of POE 8 port switch with two uplink port, 10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. (Make: DLINK,NETGEAR/ TPLINK) 171 Supply and fixing of outdoor4X6PVC box with 102mm x 77mm x 102mm with all fixing accessories. 172 Supply, Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point ( Point to Point ) Crimping, Testing and arrangement charges. 173 Supply and Installation for 1KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2 Hours back up and battery stand . 174 Supply, Erection of 6mLengthpole with base plate of size 300x300x12mm as per IS-875 with following specification. Pole Outter dia -76.10mm x 3.65mm Thick x 6 meter with foundation Charges. 175 VOICE & DATA 176 Supply, Fixing and Termination ofRJ 11 Single Point ( Point to Point) Crimping, Testing and arrangement charges. 177 Supply & Installation of CAT 6 PVC Module Box I/o socket & face plate single socket Erection and arrangement chargers (Higher end) 178 Supply and fixingofLAN Network Switches Un-Managed 10/100/1000 - 24 Port and 24 Port Patch Panel- Unloaded erection and arrangement chargers. 179 Supply, runing, testing and commissioning of2 Pair Unarmoured 0.5mm Telephone cable in suitable Pvc Rigid pipe concealed on wall and ceiling with continuous earth wire connection with painting of suitable colour. 180 PA SYSTEM 181 Supply, Installation,Testing & commisioning of 15W Wall Speaker 2 way high efficiency, high fidelity, long throw IP65 weather proof P.A Music Horn speaker. It combines the high efficiency of horn with wide frequency response.Music horn is weather protected and UV protected ABS plastic housing combines with the feature of easy poertap selection on a terminal strip with a two core cable.It has impedence of 250/500/1k/2k ohm with frequency response of 120-16000 hertz. (Make:AhujaAMH402T/Bosch or its equivalent) 182 Supply, Installation,Testing & commisioning of 120 watts P.A Mixer Amplifier with the output power of 120 watts maximum 160watt rms at 10% Thyristor harmonic distortion(THD), 850watt RMS at 5% THD, 800 wattsRMS at 2% THD and the power supply AC voltage ranging from 220-240 volt, 50/60 hertz. with the DC input of 48 volt and 1000watts has tone controls of Bass=+- 10 db at 100 hz weighing 42kg with the speaker output of2Q,4Q.70volt&100volt has power consumption of 1600VA AC &12A DC and 100db output regulation at 1khz no load to full load ratio. The signal to noise ratio is 60db with the imnput channels of 0.8mv/4.7kq,3*Aux 100mv/50kq.The frequency response of 50-15000hz+-3db.(Make:Ahuja SSA 10000/Bosch) 183 Supply, runing, testing and commissioning of2Core x 1.5sq sqmm PVC insulated un Armoured Speaker Cable in suitable 20mm dia Pvc Rigid pipe concealed on wall and ceiling with continuous earth wire connection with painting of suitable colour. 184 Earthing 185 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm withcopperearthplateofsize125mmx50mmx6mmwithnecessaryfunnellingarrangementswithnecessary masonry work and with 38mm RCC cover slab for the brick masonry 186 Supply and erection of 17.2mm, 3mtr long, Copper Bonded earth rod with backfill compound, including civil worksof base PCC for chamber andheavy duty Chambercover,, heavy duty chamber cover, etc., as per IS 3043 standards 187 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection 188 Supply and Run of1 of No.8 SWG copper wire for earth connection 189 Supply and Run of1 of No.8 SWG copper wire in suitable PVC rigid pipeon wall / floor / ground for earth connection 190 Supply of 2mx1mRubberMatsuitablefor11KVinstallation confirming to IS(5 Nos) 191 Supply of First Aid Box complete with all First Aid Medicines 192 Supply and fixing of Shock Treatment chart with Glass frame 193 Supply and fixing of4 Nos. Fire Buckets made out of 40 x 40 x 6mm MS Angle 194 Supply and fixing of Fire Extinguishers Co2, 4.5Kg confirming to TAC norms 195 Supply and fixing of Metallic Danger Board as required by the Electrical Authorities 196 METAL SIGNAGE BOARDS: Supply and fixing of metal signages for the following:1. Mudhalvar Padaipagam text in Tamil of size 20 x 15with backlit LED placed over the base, fabricated using stainless steel sheet of minimum 16G thickness brush finish of required size and colour as required. 197 LOGO SIGNAGE BOARD 198 LOGO SIGNAGE BOARDS: Supply and fixing of acrylic signages for the following:1. Mudhalvar Padaipagam logo of size 2 x 22. CMDA logo of size 2 x 33. Directorate of Public Libraries logo of size 3 diawith backlit LED placed over the sun board base, SIDE EDGES(4): 5mm transparent white acrylic sheet with laser cut & 4inches manual raising all around with details. ACRYLIC SHEETS & ITS TECHNICAL PARAMETERS:Front: a. 5mm Imported (Mitsubishi/equivalent) acrylic cutting on laser cutting machine.b. Flexi bond make 25mm Sun board for the back of the logo.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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2.
Power #10172978 AOC
Tender For Annual Maintenance Repair Of Md Dvvnl Office Vidyut Adhikari Colony At 220 Kv Sub Station, Sikandra, Agra - 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (DSR 2.1) All kinds of soil (DSR 2.1.1) 2 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (DSR 2.6) All kinds of soil (DSR 2.6.1) 3 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(DSR 2.8) All kinds of soil. (DSR 2.8.1) 4 Filling available excavated earth (excluding 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 and for all lift. (DSR )(DSR 2.25) 5 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR )(DSR 2.25(a)) 6 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (DSR 2.26) All kinds of soil (DSR 2.26.1) 7 Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. (DSR )(DSR 2.27) 8 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. (DSR 2.28) All kinds of soil (DSR 2.28.1) 9 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (DSR 2.29) All kinds of soil (DSR 2.29.1) 10 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm 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 1.5 m. (DSR 2.3) All kinds of soil (DSR 2.30.1) 11 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. (DSR )(DSR 2.31) 12 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR )(DSR 2.32) 13 Supplying chemical emulsion in sealed containers including delivery as specified. (DSR 2.34) Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DSR 2.34.1) 14 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) 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 300mm including excavation channel along the wall & rodding etc. complete: 2.35.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration (DSR 2.35.1.1) 15 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 2.35.2 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration (DSR 2.35.2.1) 16 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR 2.35.3.1) 17 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : 2.35.4 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR 2.35.4.1) 18 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) 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. (DSR 2.35.5) 19 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. (DSR )(DSR 2.36) 20 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2) 21 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.3) 22 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) 23 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.11) 24 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (DSR 4.2) 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.2.2) 25 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (DSR 4.2) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.2.3) 26 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (DSR 4.2) 1:2:4 (1 Cement : 2 coarse sand (zone-III)including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)). (DSR 4.2.3A) 27 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (DSR 4.2) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR 4.2.8) 28 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Foundations, footings, bases for columns (DSR 4.3.1) 29 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. (DSR 4.3.2) 30 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Columns, piers, abutments, pillars, posts and struts (DSR 4.3.3) 31 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. (DSR 4.4) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.4.1) 32 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. (DSR 4.5) 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) (DSR 4.5.1) 33 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. (DSR 4.6) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.6.1) 34 Providing and fixing up to floor five 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 : (DSR 4.7) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.7.1) 35 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. (DSR )(DSR 4.9) 36 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).(DSR )(DSR 4.11) 37 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. (DSR )(DSR 4.12) 38 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (DSR 5.1) C (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2) 39 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (DSR 5.2) 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) (DSR 5.2.2) 40 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). (DSR )(DSR 5.3) 41 Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 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). (DSR )(DSR 5.4) 42 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). (DSR )(DSR 5.5) 43 Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). (DSR )(DSR 5.6) 44 Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). (DSR )(DSR 5.8) 45 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1) 46 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 5.9.2) 47 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) 48 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Shelves (Cast in situ) (DSR 5.9.4) 49 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) 50 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) 51 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Stairs, (excluding landings) except spiral-staircases (DSR 5.9.7) 52 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Chimneys and shafts (DSR 5.9.11) 53 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards(DSR 5.9.13) 54 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like (DSR 5.9.15) 55 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Edges of slabs and breaks in floors and walls 5.9.16 Under 20 cm wide (DSR 5.9.16.1) 56 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Weather shade, Chajjas, corbels etc., including edges (DSR 5.9.19) 57 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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). (DSR )(DSR 5.12) 58 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 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). (DSR )(DSR 5.13) 59 Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 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) (DSR )(DSR 5.15) 60 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR 5.22) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6) 61 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (DSR 5.22A) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22A.6) 62 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) 63 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) 64 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 : (DSR 6.4) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1) 65 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 : (DSR 6.4) Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2) 66 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. (DSR 6.13) Cement mortar 1:4 (1 cement :4 coarse sand) (DSR 6.13.2) 67 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 of edges to give high gloss finish etc. complete at all levels. (DSR 8.2) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 8.2.1 Area of slab upto 0.50 sqm (DSR 8.2.1.1) 68 (DSR 8.2) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 8.2.1 Area of slab over 0.50 sqm (DSR 8.2.1.2) 69 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 of edges to give high gloss finish etc. complete at all levels. (DSR 8.2) Granite stone slab of colour black, Cherry/Ruby red 8.2.2 Area of slab upto 0.50 sqm (DSR 8.2.2.1) 70 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 of edges to give high gloss finish etc. complete at all levels. (DSR 8.2) Granite stone slab of colour black, Cherry/Ruby red 8.2.2 Area of slab over 0.50 sqm (DSR 8.2.2.2) 71 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 of edges to give high gloss finish etc. complete at all levels. (DSR 8.2) Granite stone slab of all colour and texture except black, Cherry/Ruby red 8.2.3 Area of slab over 0.50 sqm (DSR 8.2.3.2) 72 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (DSR 8.3) Granite work (DSR 8.3.2) 73 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. (DSR )(DSR 8.4) 74 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter 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. (DSR )(DSR 8.5) 75 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. (DSR )(DSR 8.6) 76 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : (DSR 8.14) Red sand stone - exposed face fine dressed with rough backing. 8.14.1 30 mm thick (DSR 8.14.1.5) 77 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : (DSR 8.28) Decorative veneer facings of approved manufacture (DSR 8.28.1) 78 Providing and fixing skirting with Pre-laminated (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 : (DSR 8.3) 18 mm thick (DSR 8.30.1) 79 Providing and fixing skirting with Pre-laminated (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 : (DSR 8.3) 25 mm thick (DSR 8.30.2) 80 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 any size 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. (DSR )(DSR 8.31) 81 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall 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. up to two decimal places. (DSR )(DSR 8.32) 82 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 & length (hold fast lugs or dash fastener shall be paid for separately). (DSR 9.1) Sal wood (DSR 9.1.2) 83 Providing and fixing panelled or panelled and glazed shutters 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 direction of Engineer-in-charge. (Note:- Butt hingesand necessary screwsshall be paid separately) (DSR 9.5) Second class teak wood 9.5.1 35 mm thick shutters (DSR 9.5.1.1) 84 Providing and fixing panelled or panelled and glazed shutters 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 direction of Engineer-in-charge. (Note:- Butt hingesand necessary screwsshall be paid separately) (DSR 9.5) Second class teak wood 9.5.1 30 mm thick shutters (DSR 9.5.1.2) 85 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 : (DSR 9.7) Second class teak wood (DSR 9.7.1) 86 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (DSR 9.9) Second class teak wood 9.9.1 35 mm thick (DSR 9.9.1.1) 87 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (DSR 9.9) Second class teak wood 9.9.1 30 mm thick (DSR 9.9.1.2) 88 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) (DSR 9.11) 5.0 mm thick(weight not less than 12.50 kg per sqm) instead of 4 mm thick(weight not less than 10 kg per sqm). (DSR 9.11.1) 89 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick(weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). (DSR )(DSR 9.12) 90 Extra for 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). (DSR )(DSR 9.14) 91 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 9.16) Panelled or panelled & glazed shutters : 9.16.1 Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.16.1.2) 92 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 9.16) Glazed shutters : 9.16.2 Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.16.2.2) 93 Providing and fixing flat pressed three layer particle or gradedplain wood board medium density exterior grade (Grade I) FPT-I, conforming and markedto frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): (DSR 9.17) 12 mm thick (DSR 9.17.1) 94 Providing and fixing flat pressed three layer particle or gradedplain wood board medium density exterior grade (Grade I) FPT-I, conforming and markedto frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): (DSR 9.17) 18 mm thick (DSR 9.17.2) 95 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). (DSR 9.18) 18 mm thick (DSR 9.18.1) 96 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). (DSR 9.18) 25 mm thick (DSR 9.18.2) 97 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR 9.2) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.20.1) 98 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR 9.2) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.20.2) 99 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR 9.2) 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws (DSR 9.20.3) 100 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: (DSR 9.21) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1) 101 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: (DSR 9.21) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.2) 102 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: (DSR 9.21) 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.21.3) 103 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). (DSR 9.25) Decorative type door (DSR 9.25.1) 104 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). (DSR )(DSR 9.26) 105 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters (DSR 9.27.1) with ISI marked M.S. pressed butt hinges bright finished of required size 9.27.1.1 Second class teak wood (DSR 9.27.1.1.1 ) 106 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters (DSR 9.27.1) With ISI marked stainless steel butt hinges of required size 9.27.1.2 Second class teak wood (DSR 9.27.1.2.1) 107 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :30 mm thick shutters (DSR 9.27.2) with ISI marked M.S. pressed butt hinges bright finished of required size 9.27.2.1 Second class teak wood (DSR 9.27.2.1.1) 108 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :30 mm thick shutters (DSR 9.27.2) With ISI marked stainless steel butt hinges of required size 9.27.2.2 Second class teak wood (DSR 9.27.2.2.1) 109 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) 2nd class teak wood 9.40.1 50x12 mm (DSR 9.40.1.1) 110 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) 2nd class teak wood 9.40.1 50 x 20 mm (DSR 9.40.1.2) 111 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) Kiln seasoned and chemically treated hollock wood 9.40.2 50x12 mm (DSR 9.40.2.1) 112 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) Kiln seasoned and chemically treated hollock wood 9.40.2 50x20 mm (DSR 9.40.2.2) 113 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : (DSR 9.47) 20 mm dia (heavy type) (DSR 9.47.1) 114 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : (DSR 9.47) 25 mm dia (heavy type) (DSR 9.47.2) 115 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. (DSR 9.48) Fixed to steel windows by welding (DSR 9.48.1) 116 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. (DSR 9.48) Fixed to openings /wooden frames with rawl plugs screws etc. (DSR 9.48.2) 117 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : (DSR 9.56) 125x90x4.00 mm (DSR 9.56.1) 118 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : (DSR 9.56) 100x75x3.50 mm (DSR 9.56.2) 119 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : (DSR 9.56) 75x60x3.10 mm (DSR 9.56.3) 120 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (Copper oxidised as per IS 1378) (DSR 9.57) 125x65x2.12 mm (DSR 9.57.1) 121 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (Copper oxidised as per IS 1378) (DSR 9.57) 100x58x1.90 mm (DSR 9.57.2) 122 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (Copper oxidised as per IS 1378) (DSR 9.57) 75x47x1.70 mm (DSR 9.57.3) 123 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.59) 150 mm (DSR 9.59.1) 124 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.59) 125 mm (DSR 9.59.2) 125 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.59) 100 mm (DSR 9.59.3) 126 Providing and fixingISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.6) 150 mm (DSR 9.60.1) 127 Providing and fixingISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.6) 125 mm (DSR 9.60.2) 128 Providing and fixingISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.6) 100 mm (DSR 9.60.3) 129 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.62) 300x16 mm (DSR 9.62.1) 130 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.62) 250x16 mm (DSR 9.62.2) 131 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.63) 250x10 mm (DSR 9.63.1) 132 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.63) 200x10 mm (DSR 9.63.2) 133 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.63) 150x10 mm (DSR 9.63.3) 134 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.63) 100x10 mm (DSR 9.63.4) 135 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). (DSR )(DSR 9.64) 136 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.65) 300x20x6 mm (DSR 9.65.1) 137 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.65) 250x20x6 mm (DSR 9.65.2) 138 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.66) 125 mm (DSR 9.66.1) 139 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.66) 100 mm (DSR 9.66.2) 140 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.66) 75 mm (DSR 9.66.3) 141 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.67) 150 mm (DSR 9.67.1) 142 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.67) 115 mm (DSR 9.67.2) 143 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.67) 90 mm (DSR 9.67.3) 144 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 125x64x1.90 mm (DSR 9.70.1) 145 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 100X58X1.90 mm (DSR 9.70.2) 146 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 75x47x1.80 mm (DSR 9.70.3) 147 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 50x37x1.50 mm (DSR 9.70.4) 148 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : (DSR 9.71) 125x64x2.50 mm (DSR 9.71.1) 149 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : (DSR 9.71) 100x60x2.50 mm (DSR 9.71.2) 150 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : (DSR 9.71) 75x50x2.50 mm (DSR 9.71.3) 151 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 250x10 mm (DSR 9.74.1) 152 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 200x10 mm (DSR 9.74.2) 153 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 150x10 mm (DSR 9.74.3) 154 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 100x10 mm (DSR 9.74.4) 155 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (DSR )(DSR 9.76) 156 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. (DSR )(DSR 9.77) 157 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. (DSR )(DSR 9.83) 158 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. (DSR )(DSR 9.84) 159 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (DSR 9.87) 150 mm (DSR 9.87.1) 160 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (DSR 9.87) 115 mm (DSR 9.87.2) 161 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (DSR 9.87) 90 mm (DSR 9.87.3) 162 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (DSR )(DSR 9.88) 163 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. (DSR )(DSR 9.89) 164 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 40 mm (DSR 9.90.1) 165 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 50 mm (DSR 9.90.2) 166 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 65 mm (DSR 9.90.3) 167 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 75 mm (DSR 9.90.4) 168 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. (DSR )(DSR 9.91) 169 Providing and fixing chromium plated brass handles with necessary screws etc. complete: (DSR 9.92) 125 mm (DSR 9.92.1) 170 Providing and fixing chromium plated brass handles with necessary screws etc. complete: (DSR 9.92) 100 mm (DSR 9.92.2) 171 Providing and fixing chromium plated brass handles with necessary screws etc. complete: (DSR 9.92) 75 mm (DSR 9.92.3) 172 Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. (DSR )(DSR 9.93) 173 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: (DSR 9.95) 125x63x4 mm (DSR 9.95.2) 174 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: (DSR 9.95) 100x63x3.2 mm (DSR 9.95.5) 175 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: (DSR 9.95) 75x63x3.2 mm (DSR 9.95.7) 176 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 : (DSR 9.96) 300x16 mm (DSR 9.96.1) 177 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 : (DSR 9.96) 250x16 mm (DSR 9.96.2) 178 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 : (DSR 9.97) 300x10 mm (DSR 9.97.1) 179 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 : (DSR 9.97) 250x10 mm (DSR 9.97.2) 180 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 : (DSR 9.97) 200x10 mm (DSR 9.97.3) 181 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 : (DSR 9.97) 150x10 mm (DSR 9.97.4) 182 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 : (DSR 9.97) 100x10 mm (DSR 9.97.5) 183 Providing and fixing aluminium pull bolt lock, 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 bolts, nut and washers etc. complete. (DSR )(DSR 9.98) 184 Providing and fixing 50 cm long aluminium kicking plate of size 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. (DSR )(DSR 9.99) 185 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 : (DSR 9.1) 125 mm (DSR 9.100.1) 186 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 : (DSR 9.1) 100 mm (DSR 9.100.2) 187 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 : (DSR 9.1) 75 mm (DSR 9.100.3) 188 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. (DSR 9.101) Single rubber stopper (DSR 9.101.1) 189 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. (DSR 9.101) Twin rubber stopper (DSR 9.101.2) 190 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 of approved quality with necessary screws etc. complete. (DSR )(DSR 9.103) 191 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. (DSR )(DSR 9.104) 192 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 hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. (DSR )(DSR 9.110) 193 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (DSR 9.114) Triple strip vertical type (DSR 9.114.1) 194 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (DSR 9.114) Double strip (horizontal type) (DSR 9.114.2) 195 Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. (DSR )(DSR 9.115) 196 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) (DSR )(DSR 9.116) 197 Providing and fixing 12 mm 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 25 mm to 40 mm thick. (DSR 9.126) Marine plywood conforming to IS: 710 (DSR 9.126.1) 198 Providing & 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. (DSR 9.127) 1.5 mm thick (DSR 9.127.1) 199 Providing & 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. (DSR 9.127) 1.0 mm thick (DSR 9.127.2) 200 Providing and fixing cup board shutters 25 mm 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 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge (DSR )(DSR 9.129) 201 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 :30 mm thick shutters (DSR 9.134.2) With ISI marked stainless steel butt hinges of required size 9.134.2.2 Second class teak wood (DSR 9.134.2.2.1 ) 202 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. (DSR 9.135) With 2nd class teak wood beading 62X19 mm (DSR 9.135.1) 203 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (DSR 9.165) 125 mm (DSR 9.165.1) 204 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (DSR 9.165) 100mm (DSR 9.165.2) 205 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (DSR 9.165) 75 mm (DSR 9.165.3) 206 Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately). (DSR 9.166) 18 mm thick (DSR 9.166.1) 207 Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge. (DSR )(DSR 9.167) 208 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)(DSR )(DSR 9.168) 209 Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc.complete as per direction of Engineer-in-charge.(DSR )(DSR 9.169) 210 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. (DSR 9.17) 200 mm (DSR 9.170.1) 211 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. (DSR )(DSR 9.171) 212 Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. (DSR )(DSR 9.172) 213 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensilbasket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) (DSR )(DSR 9.173) 214 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. (DSR )(DSR 9.174) 215 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. (DSR )(DSR 10.1) 216 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR )(DSR 10.2) 217 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. (DSR 10.1) 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) (DSR 10.10.1) 218 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. (DSR 10.1) Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) (DSR 10.10.2) 219 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. (DSR 10.15) 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) (DSR 10.15.1) 220 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. (DSR 10.15) Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) (DSR 10.15.2) 221 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. (DSR 10.16) Electric resistance or induction butt welded tubes (DSR 10.16.3) 222 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 or beams during laying, including painting the exposed portion of loop, all as per standard design complete. (DSR )(DSR 10.17) 223 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm 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 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR )(DSR 10.18) 224 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. (DSR 10.25) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (DSR 10.25.1) 225 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. (DSR 10.25) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) 226 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (DSR 10.26) M.S. tube (DSR 10.26.1) 227 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (DSR 10.26) E.R.W. tubes (DSR 10.26.2) 228 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 & 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.). (DSR )(DSR 10.28) 229 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (DSR 10.29) Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides (DSR 10.29.2) 230 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (DSR 10.3) 4.0 mm thick glass panes (DSR 10.30.1) 231 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (DSR )(DSR 10.31) 232 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (DSR 11.1) 1:4 (1 cement : 4 coarse sand) (DSR 11.1.1) 233 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (DSR 11.1) 1:6 (1cement : 6 coarse sand) (DSR 11.1.2) 234 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR )(DSR 11.2) 235 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (DSR 11.3) 40 mm thick with 20 mm nominal size stone aggregate (DSR 11.3.1) 236 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. (DSR 11.6) 18 mm thick (DSR 11.6.1) 237 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (DSR )(DSR 11.7) 238 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (DSR ) 40 mm wide and 4 mm thick (DSR 11.13.1) 239 Chequerred 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). (DSR 11.2) Dark shade pigment using ordinary cement (DSR 11.20.3) 240 Chequerred 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). (DSR 11.2) Ordinary cement without any pigment (DSR 11.20.4) 241 Providing and fixing 10 mm 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. (DSR 11.21) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.1 Acid and alkali resistant tile (DSR 11.21.1.1) 242 Providing and fixing 10 mm 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. (DSR 11.21) In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.2 Acid and alkali resistant tile (DSR 11.21.2.1) 243 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by 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 : (DSR 11.23) Udaipur green marble (DSR 11.23.5) 244 Extra for pre finished nosing to treads of steps of marble stone. (DSR )(DSR 11.24) 245 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. (DSR )(DSR 11.25) 246 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) : (DSR 11.26) 25 mm thick (DSR 11.26.1) 247 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. (DSR )(DSR 11.27) 248 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. (DSR 11.28) Red sand stone (DSR 11.28.1) 249 Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre. (DSR )(DSR 11.32) 250 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR )(DSR 11.37) 251 Providing and fixing 1st quality ceramic glazed floor 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 any size 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. (DSR )(DSR 11.37A) 252 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. (DSR )(DSR 11.38) 253 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. (DSR 11.41) Size of Tile 600x600 mm (DSR 11.41.2) 254 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 IS: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 thejoints 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. (DSR 11.41A) Double charge vitrified tile polished finish of size 11.41A.1 Size of Tile 600 x 600 mm (DSR 11.41A.1.1) 255 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR )(DSR 11.45) 256 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. (DSR 11.48) Size of Tile 600x600 mm (DSR 11.48.2) 257 Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and conforming to IS:15622, of approved make, brand and manufacturer, laid on 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand)jointing with grey cement slurry @3.30 kg / sqm including grouting thejoints with white cement and matching pigments etc. The slab must be cut with the zero chipping diamond cutter only.Laying of slab will be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups for lifting, leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800x2400mm of all colours and shades.(DSR )(DSR 11.49A) 258 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. (DSR )(DSR 11.50) 259 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (DSR 12.42) Coupler 12.42.1 75 mm (DSR 12.42.1.1) 260 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (DSR 12.42) Coupler 12.42.1 110 mm (DSR 12.42.1.2) 261 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, 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 to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , 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 : (DSR 12.45) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) (DSR 12.45.1) 262 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. (DSR 12.47) 2 mm thick flat (DSR 12.47.2) 263 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 main T runner with suitably spacedjoints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced 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 main 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 of0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T 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 galvanised 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. (DSR 12.52) 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. (DSR 12.52.4) 264 Providing and fixing tiled false ceiling of specifiedmaterials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, 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, spaced 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 main 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 size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T 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. (DSR 12.58) 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. (DSR 12.58.1) 265 Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufactures specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with: (DSR 12.59) 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. (DSR 12.59.1) 266 Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloyIS designation31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). (DSR 12.64) 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. (DSR 12.64.1) 267 Providing and fixing of Pre-coated colour or mill finishAluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : (DSR 12.66) Precoated/mill finish aluminium Ridges plain (500- 600mm) (DSR 12.66.1) 268 Providing and fixing of Pre-coated colour or mill finishAluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : (DSR 12.66) Precoated/mill finish aluminium Crimp curve (DSR 12.66.5) 269 Providing and fixing of Pre-coated colour or mill finishAluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : (DSR 12.66) Precoated/mill finish aluminium Gutter (600 mm over all girth) (DSR 12.66.6) 270 12 mm cement plaster of mix :CEMENT PLASTER (IN COARSE SAND) (DSR 13.4) 1:4 (1 cement: 4 coarse sand) (DSR 13.4.1) 271 12 mm cement plaster of mix :CEMENT PLASTER (IN COARSE SAND) (DSR 13.4) 1:6 (1 cement: 6 coarse sand) (DSR 13.4.2) 272 12 mm cement plaster finished with a floating coat of neat cement of mix : (DSR 13.7) 1:4 (1 cement: 4 fine sand) (DSR 13.7.2) 273 6 mm cement plaster of mix : (DSR 13.16) 1:3 (1 cement : 3 fine sand) (DSR 13.16.1) 274 Neat cement punning. (DSR )(DSR 13.18) 275 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (DSR )(DSR 13.21) 276 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : (DSR 13.41) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre (DSR 13.41.1) 277 Finishing walls with Acrylic Smooth exterior paint of required shade : (DSR 13.46) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.46.1) 278 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: (DSR 13.47) New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1) 279 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (DSR 13.48) 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 (DSR 13.48.1) 280 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (DSR 13.48) 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 (DSR 13.48.2) 281 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (DSR 13.48) 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 and manufacture (DSR 13.48.3) 282 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 shadewith silicon additives. (DSR 13.48A) 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. (DSR 13.48A.1) 283 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 respectively. (DSR )(DSR 13.59) 284 Lettering with black Japan paint of approved brand and manufacture (DSR )(DSR 13.71) 285 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. (DSR )(DSR 13.80) 286 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour(DSR 13.81) Old work (one or more coats) (DSR 13.81.1) 287 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. (DSR 13.82) One coat (DSR 13.82.1) 288 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. (DSR 13.82) Two coats (DSR 13.82.2) 289 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. (DSR 13.83) One coat (DSR 13.83.1) 290 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. (DSR 13.83) Two coats (DSR 13.83.2) 291 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (DSR 13.85) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre (DSR 13.85.1) 292 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (DSR 13.85) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre (DSR 13.85.3) 293 White washing with lime to give an even shade : (DSR 13.87) Old work (two or more coats) (DSR 13.87.1) 294 White washing with lime to give an even shade : (DSR 13.87) Old work (one or more coats) (DSR 13.87.2) 295 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (DSR )(DSR 13.88) 296 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. (DSR )(DSR 13.91) 297 Painting with oil type wood preservative of approved brand and manufacture: (DSR 13.97) Old work (one or more coats) (DSR 13.97.1) 298 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (DSR 13.99) One or more coats on old work (DSR 13.99.1) 299 Re-lettering with black Japan paint of approved brand and manufacture. (DSR )(DSR 13.105) 300 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. (DSR )(DSR 13.106) 301 Finishing walls with textured exterior paint of required shade : (DSR 13.11) Old work (One or more coats) applied @ 1.82 ltr/10 sqm. (DSR 13.110.2) 302 Finishing walls with Acrylic Smooth exterior paint of required shade : (DSR 13.111) Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (DSR 13.111.1) 303 Finishing walls with Acrylic Smooth exterior paint of required shade : (DSR 13.111) Old work (One or more coat applied @ 0.90 ltr/10 sqm). (DSR 13.111.2) 304 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (DSR 13.112) Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface (DSR 13.112.1) 305 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (DSR 13.112) Old work (one or more coats applied @ 0.83 ltr/10 sqm). (DSR 13.112.2) 306 Varnishing with varnish of approved brand and manufacture: (DSR 13.113) One or more coats with copal varnish (DSR 13.113.1) 307 Melamine polishing on wood work (one or more coat). (DSR )(DSR 13.114) 308 Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:1.The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) (DSR )(DSR 13.116) 309 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 coarse 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, all complete as per direction of Engineer-in-Charge. (DSR 14.2) Door chowkhats (DSR 14.2.1) 310 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 coarse 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, all complete as per direction of Engineer-in-Charge. (DSR 14.2) Window chowkhats (DSR 14.2.2) 311 Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. (DSR )(DSR 14.3) 312 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 to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. (DSR 14.4) For door/ window/ clerestory window (DSR 14.4.1) 313 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (DSR 14.5) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (DSR 14.5.1) 314 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (DSR 14.5) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (DSR 14.5.2) 315 Renewing glass panes and refixing existing wooden fillets: (DSR 14.7) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (DSR 14.7.1) 316 Renewing glass panes and refixing existing wooden fillets: (DSR 14.7) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (DSR 14.7.2) 317 Supplying and fixing new wooden fillets wherever necessary: (DSR 14.8) Hollock wood fillets (DSR 14.8.2) 318 Renewal of old putty of glass panes (length) (DSR )(DSR 14.9) 319 Refixing old glass panes with putty and nails (DSR )(DSR 14.10) 320 Fixing old glass panes with wooden fillets (excluding cost of fillets) (DSR )(DSR 14.11) 321 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. (DSR )(DSR 14.12) 322 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, all complete as per direction of Engineer-in-Charge. (DSR )(DSR 14.17) 323 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. (DSR 14.22) Wheel 50 mm dia and below (DSR 14.22.1) 324 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. (DSR 14.22) Wheel above 50 mm dia (DSR 14.22.2) 325 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (DSR )(DSR 14.23) 326 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Panelled or panelled & glazed shutters : 14.26.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.1.1) 327 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Panelled or panelled & glazed shutters : 14.26.1 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.1.2) 328 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Glazed shutters : 14.26.2 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.2.1) 329 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Glazed shutters : 14.26.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.2.2) 330 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. (DSR )(DSR 14.29) 331 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 125x70x4 mm (ordinary type) (DSR 14.40.1) 332 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 100x70x4 mm (ordinary type) (DSR 14.40.2) 333 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 75x65x4 mm (heavy type) (DSR 14.40.3) 334 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 75x40x2.5 mm (ordinary type) (DSR 14.40.4) 335 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 50x40x2.5 mm (ordinary type) (DSR 14.40.5) 336 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. (DSR )(DSR 14.41) 337 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 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 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) (DSR )(DSR 14.75A) 338 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-in-charge. (DSR )(DSR 14.76) 339 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm(DSR )(DSR 14.77) 340 Cleaning of under ground 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 consistfollowing operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and otherdeposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. (DSR )(DSR 14.78) 341 Disconnecting damaged overhead/terrace PVC water storage tankof any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. (DSR )(DSR 14.79) 342 Providing & fixing White vitreous china water closet squatting pan (Indian type) along withS or P trap including dismantling of old WC seat and S or P trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. (DSR 14.8) Orissa pattern W.C Pan of size 580x440 mm (DSR 14.80.2) 343 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 direction of Engineer-in-charge. (DSR )(DSR 14.81) 344 DismantlingW.C.Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. (DSR )(DSR 14.82) 345 Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. (DSR )(DSR 14.83) 346 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall (DSR )(DSR 14.84) 347 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. (DSR )(DSR 14.85) 348 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR 15.2.2) 349 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. (DSR )(DSR 15.3) 350 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. (DSR 15.7) In cement mortar (DSR 15.7.4) 351 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (DSR 15.8) From brick work in cement mortar (DSR 15.8.3) 352 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (DSR 15.12) Of area 3 sq. metres and below (DSR 15.12.1) 353 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (DSR 15.12) Of area beyond 3 sq. metres (DSR 15.12.2) 354 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : (DSR 15.13) Of area 3 sq. metres and below (DSR 15.13.1) 355 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : (DSR 15.13) Of area beyond 3 sq. metres (DSR 15.13.2) 356 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: (DSR 15.17) R.S. Joists (DSR 15.17.1) 357 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: (DSR 15.17) Channels, angles, tees and flats (DSR 15.17.2) 358 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. (DSR )(DSR 15.18) 359 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. (DSR )(DSR 15.19) 360 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR )(DSR 15.24) 361 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (DSR 15.28) G.S. Sheet (DSR 15.28.1) 362 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (DSR 15.28) Asbestos Cement sheet (DSR 15.28.2) 363 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. (DSR )(DSR 15.36) 364 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 : (DSR 15.44) 15 mm to 40 mm nominal bore (DSR 15.44.1) 365 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 : (DSR 15.44) Above 40 mm nominal bore (DSR 15.44.2) 366 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: (DSR 15.45) Up to 150 mm diameter (DSR 15.45.1) 367 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. (DSR )(DSR 15.48) 368 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. (DSR )(DSR 15.49) 369 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. (DSR )(DSR 15.52) 370 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres (DSR 15.53) Up to 150 mm diameter (DSR 15.53.1) 371 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. (DSR )(DSR 15.54) 372 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. (DSR )(DSR 15.56) 373 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. (DSR )(DSR 15.57) 374 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. (DSR )(DSR 15.58) 375 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. (DSR )(DSR 15.60) 376 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. (DSR 16.7) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 16.7.1) 377 Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres : (DSR 16.8) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 16.8.1) 378 Supplying at site : (DSR 16.15) R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 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 (cost of earth works in excavation, concrete works in foundation to be paid separately). (DSR 16.15.1) 379 Supplying at site : (DSR 16.15) 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). (DSR 16.15.2) 380 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 only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), 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) :- Payment to be made per metre cost of total length of barbed wire used. (DSR 16.17) With G.I. barbed wire (DSR 16.17.1) 381 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 horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), 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. (DSR 16.18) With G.I. barbed wire (DSR 16.18.1) 382 Supplying at site Angle iron post & 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. (DSR )(DSR 16.19) 383 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (DSR 16.31) With medium setting bitumen emulsion 16.31.2 On bituminous surface @ 0.25kg/sqm (DSR 16.31.2.2) 384 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). (DSR 16.33) With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (DSR 16.33.1) 385 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen 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 surface, including rolling and finishing with road roller all complete. (DSR )(DSR 16.40) 386 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. (DSR )(DSR 16.42) 387 Extra for providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete. (DSR )(DSR 16.44) 388 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (DSR )(DSR 16.45) 389 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 3.00 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 direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm 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) (DSR )(DSR 16.53) 390 Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. (DSR )(DSR 16.64) 391 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, 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 coarse 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. (DSR )(DSR 16.67) 392 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. (DSR )(DSR 16.68) 393 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 coarse 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR )(DSR 16.69) 394 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (DSR 16.7) Made of G.I. wire of dia 4 mm (DSR 16.70.1) 395 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (DSR )(DSR 16.75) 396 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR )(DSR 16.76) 397 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (DSR 16.78) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 (DSR 16.78.2) 398 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. (DSR )(DSR 16.83) 399 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 direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). (DSR )(DSR 16.84) 400 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (DSR )(DSR 16.89) 401 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (DSR 16.91) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. (DSR 16.91.1) 402 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (DSR 16.91) 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 16.91.2) 403 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: (DSR 17.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR 17.1.1) 404 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 : (DSR 17.2) W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.2.1) 405 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (DSR 17.3) W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.3.1) 406 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: (DSR 17.7) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps (DSR 17.7.3) 407 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: (DSR 17.7) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (DSR 17.7.4) 408 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: (DSR 17.7) 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 (DSR 17.7.9) 409 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: (DSR 17.7) Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap (DSR 17.7.11) 410 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a)White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (DSR )(DSR 17.7A) 411 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: (DSR 17.9) White glazed fire clay kitchen sink of size 600x450x 250 mm (DSR 17.9.1) 412 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 : (DSR 17.1) Kitchen sink with drain board510x1040 mm bowl depth 200 mm (DSR 17.10.1.3) 413 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 : (DSR 17.1) Kitchen sink without drain board 17.10.2 610x510 mm bowl depth 200 mm (DSR 17.10.2.1) 414 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. (DSR )(DSR 17.15) 415 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. (DSR )(DSR 17.16A) 416 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. (DSR 17.18) 10 litre capacity - White (DSR 17.18.1) 417 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : (DSR 17.2) White solid plastic seat with lid (DSR 17.20.1) 418 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (DSR )(DSR 17.22A) 419 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia (DSR )(DSR 17.22B) 420 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (DSR )(DSR 17.23) 421 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. (DSR )(DSR 17.24) 422 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (DSR 17.25) Flat back wash basin of size 630x450 mm (DSR 17.25.1) 423 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (DSR 17.25) Flat back wash basin of size 550x400 mm (DSR 17.25.2) 424 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (DSR 17.25) Flat back wash basin of size 450x300 mm (DSR 17.25.5) 425 Providing and fixing kitchen sink including making all connections excluding cost of fittings. (DSR 17.26) White glazed fire clay sink of size 600x450x250 mm (DSR 17.26.1) 426 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Semi rigid pipe 17.28.1 32 mm dia (DSR 17.28.1.1) 427 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Flexible pipe 17.28.2 32 mm dia (DSR 17.28.2.1) 428 Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR )(DSR 17.29) 429 Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. (DSR )(DSR 17.30) 430 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. (DSR )(DSR 17.31) 431 Providing and fixing 600x120x5 mm glass shelf with edges round off, 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. (DSR )(DSR 17.33) 432 Providing and fixing toilet paper holder : (DSR 17.34) C.P. brass (DSR 17.34.1) 433 Providing and fixing toilet paper holder : (DSR 17.34) Vitreous china (DSR 17.34.2) 434 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. (DSR 17.69) Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms (DSR 17.69.1) 435 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. (DSR 17.69) Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms (DSR 17.69.2) 436 Providing and fixing PTMT Bottle Trap for Wash basin and sink. (DSR 17.7) Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms (DSR 17.70.1) 437 Providing and fixing PTMT Bottle Trap for Wash basin and sink. (DSR 17.7) Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms (DSR 17.70.2) 438 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. (DSR )(DSR 17.71) 439 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. (DSR )(DSR 17.72) 440 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. (DSR 17.73) 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms (DSR 17.73.1) 441 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. (DSR 17.73) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (DSR 17.73.2) 442 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. (DSR )(DSR 17.74) 443 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. (DSR )(DSR 17.75) 444 Providing and fixing PTMT urinal cock of approved quality and colour. (DSR 17.76) 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms (DSR 17.76.1) 445 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 50x5 mm flat of specified shape, projecting 75 mm 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 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. (DSR 17.77) Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe) (DSR 17.77.1) 446 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & 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. (DSR )(DSR 17.78) 447 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. (DSR )(DSR 17.79) 448 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. (DSR )(DSR 17.80) 449 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. (DSR )(DSR 17.81) 450 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.(Concealed work, including cutting chases and making good the walls etc.) (DSR 18.8) 20 mm nominal dia Pipes (DSR 18.8.2) 451 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.(Concealed work, including cutting chases and making good the walls etc.) (DSR 18.8) 25 mm nominal dia Pipes (DSR 18.8.3) 452 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 15 mm nominal dia Pipes (DSR 18.9.1) 453 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 20 mm nominal dia Pipes (DSR 18.9.2) 454 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 25 mm nominal dia Pipes (DSR 18.9.3) 455 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 32 mm nominal dia Pipes (DSR 18.9.4) 456 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 40 mm nominal dia Pipes (DSR 18.9.5) 457 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 50 mm nominal dia Pipes (DSR 18.9.6) 458 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 80 mm nominal dia Pipes (DSR 18.9.8) 459 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work (DSR 18.12) 80 mm dia nominal bore (DSR 18.12.8) 460 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 : (DSR 18.13) 25 to 40 mm nominal bore (DSR 18.13.1) 461 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 : (DSR 18.13) 50 to 80 mm nominal bore (DSR 18.13.2) 462 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). (DSR )(DSR 18.14) 463 Providing and fixing brass bib cock of approved quality : (DSR 18.15) 15 mm nominal bore (DSR 18.15.1) 464 Providing and fixing brass bib cock of approved quality : (DSR 18.15) 20 mm nominal bore (DSR 18.15.2) 465 Providing and fixing brass stop cock of approved quality : (DSR 18.16) 15 mm nominal bore (DSR 18.16.1) 466 Providing and fixing brass stop cock of approved quality : (DSR 18.16) 20 mm nominal bore (DSR 18.16.2) 467 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 25 mm nominal bore (DSR 18.17.1) 468 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 20 mm nominal bore (DSR 18.17.1A) 469 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 32 mm nominal bore. (DSR 18.17.2) 470 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 40 mm nominal bore (DSR 18.17.3) 471 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 80 mm nominal bore (DSR 18.17.6) 472 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 25 mm nominal bore 18.19.1 Horizontal (DSR 18.19.1.1) 473 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 25 mm nominal bore 18.19.1 Vertical (DSR 18.19.1.2) 474 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 32 mm nominal bore 18.19.2 Horizontal (DSR 18.19.2.1) 475 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 32 mm nominal bore 18.19.2 Vertical (DSR 18.19.2.2) 476 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 40 mm nominal bore 18.19.3 Horizontal (DSR 18.19.3.1) 477 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 40 mm nominal bore 18.19.3 Vertical (DSR 18.19.3.2) 478 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 80 mm nominal bore 18.19.6 Vertical (DSR 18.19.6.2) 479 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 30 cm length 18.21.1 15 mm nominal bore (DSR 18.21.1.1) 480 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 30 cm length 18.21.1 20 mm nominal bore (DSR 18.21.1.2) 481 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 45 cm length 18.21.2 15 mm nominal bore (DSR 18.21.2.1) 482 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 45 cm length 18.21.2 20 mm nominal bore (DSR 18.21.2.2) 483 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (DSR 18.22) 100 mm diameter (DSR 18.22.1) 484 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (DSR 18.22) 150 mm diameter (DSR 18.22.2) 485 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : (DSR 18.27) 100 mm dia pipe (DSR 18.27.1) 486 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : (DSR 18.28) 100 mm diameter pipe (DSR 18.28.1) 487 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : (DSR 18.3) 80 mm diameter pipe (DSR 18.30.1) 488 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : (DSR 18.3) 100 mm diameter pipe (DSR 18.30.2) 489 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (DSR 18.31) 100 mm diameter 18.31.1 Class I (DSR 18.31.1.1) 490 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (DSR 18.31) 100 mm diameter 18.31.1 Class II (DSR 18.31.1.2) 491 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. (DSR )(DSR 18.48) 492 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. (DSR 18.62) 20 mm nominal bore, 120 mm long, weighing not less than 198 gms (DSR 18.62.2) 493 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms (DSR )(DSR 18.63) 494 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms (DSR )(DSR 18.64) 495 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. (DSR )(DSR 18.65) 496 Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. (DSR 18.84) 15 mm nominal bore (DSR 18.84.1) 497 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 : (DSR 19.5) 100 mm diameter (DSR 19.5.1) 498 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 fine sand) including testing of joints etc. complete : (DSR 19.6) 150 mm dia. R.C.C. pipe (DSR 19.6.2) 499 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 fine sand) including testing of joints etc. complete : (DSR 19.6) 300 mm dia. R.C.C. pipe (DSR 19.6.4) 500 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. (DSR 19.32) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.32.1) 501 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. (DSR )(DSR 19.33) 502 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 fastenersto be paid for separately) : (DSR 21.1) For fixed portion 21.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR 21.1.1.1) 503 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 fastenersto be paid for separately) : (DSR 21.1) For fixed portion 21.1.1 Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.1.2) 504 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 fastenersto be paid for separately) : (DSR 21.1) For fixed portion 21.1.1 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (DSR 21.1.1.3) 505 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 fastenersto be paid for separately) : (DSR 21.1) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR 21.1.2.1) 506 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 fastenersto be paid for separately) : (DSR 21.1) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.2.2) 507 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 fastenersto be paid for separately) : (DSR 21.1) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (DSR 21.1.2.3) 508 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): (DSR 21.3) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) (DSR 21.3.1) 509 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): (DSR 21.3) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (DSR 21.3.2) 510 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): (DSR 21.3) With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) (DSR 21.3.3) 511 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. (DSR 21.4) With stainless steel cover plate minimum 1.25 mm thickness (DSR 21.4.1) 512 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. (DSR 21.4) With brass cover plate minimum 1.25 mm thickness (DSR 21.4.2) 513 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). (DSR )(DSR 21.5) 514 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. (DSR )(DSR 21.6) 515 Filling the gap in between aluminium frame & 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. (DSR 21.8) Upto 5mm depth and 5 mm width (DSR 21.8.1) 516 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. (DSR 21.9) For fixed portion (DSR 21.9.1) 517 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. (DSR 21.9) For shutters of doors, windows & ventilators (DSR 21.9.2) 518 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) 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). (DSR )(DSR 21.14) 519 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm 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). (DSR )(DSR 21.17) 520 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting 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). (DSR )(DSR 21.18) 521 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11601 (DSR 21.19) Upto 5 mm depth and 5 mm width (DSR 21.19.1) 522 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11602 (DSR 21.19) Upto 10 mm depth and 10 mm width (DSR 21.19.2) 523 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.) (DSR )(DSR 22.5) 524 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 bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck ,using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturers specification in reinforced cement concrete at site of work. 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. 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. (DSR )(DSR 22.22) 525 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, upto 90 metre depth below ground level. (DSR 23.1) All types of soil 23.1.1 300 mm dia (DSR 23.1.1.1) 526 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. (DSR 23.2) All types of soil 23.2.1 350 mm dia (DSR 23.2.1.2) 527 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (DSR 23.3) 150 mm nominal size dia (DSR 23.3.2) 528 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. (DSR 23.4) 150 mm nominal size dia (DSR 23.4.2) 529 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR )(DSR 23.5) 530 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR )(DSR 23.6) 531 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 direction of Engineer -in-charge. (DSR )(DSR 23.7) 532 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 of Engineer-in-charge. (DSR )(DSR 23.8) 533 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR )(DSR 23.12) 534 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: (DSR 23.13) 150 mm dia (DSR 23.13.2) 535 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. (DSR 23.14) 150 mm clamp (DSR 23.14.2) 536 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (DSR 23.15) 150 mm dia (DSR 23.15.2) 537 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). The weight of aluminium extruded section shall be taken for purpose of payment. (DSR )(DSR 25.1) 538 Providing and fixing factory madeKitchen 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 retardenthaving necessary screw holding capacity.Shutter shall be fixed to frame usingapproved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. (DSR )(DSR 26.10) 539 Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steel screws complete : (DSR )(DSR 26.11) 540 Wiring for light point/ fan point/ exhaust fan point/ call bell point with1.5 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 earething the pint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (DSR E&M 1.10)Group A (DSR E&M 1.10.1) 541 Wiring for light/power plug with 2x4 sq. mm FRLS PVC insulatted copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. (DSR E&M 1.12) 542 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. (DSR E&M 1.14) 2x2.5sq. Mm + 1x2.5 sq. mm eartrh wire (DSR E&M 1.14.2) 543 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. (DSR E&M 1.14) 2x4sq. Mm + 1x4 sq. mm eartrh wire (DSR E&M 1.14.3) 544 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. (DSR E&M 1.21) 25mm (DSR E&M 1.21.2) 545 Supplying and fixing 6way, Double door, single pole and neutral, sheet steel, MCB distribution board, 240V, on Surface/recess,complete with tinned copper bus bar, heutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But with MCB/RCCB/Isolator) (DSR E&M 2022 2.3.1) 546 Supplying and fixing 5 amps to 32 amps rating,Single pole, 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. (DSR E&M 2022 2.10.1) 547 Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2) 548 Supplying and fixing 63 A, four pole, 415V, isolator in the existing MCB DB Complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.13.2) 549 Earthing with G.I earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. (DSR E&M 2022 5.2) 550 Smoke Detector with built in LED, mounting base complete with all connection etc. (DSR E&M 2022 4102) 551 Manual call boxes of MS Type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. (DSR E&M 2022 4103) 552 Manual call boxes of ABS Type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. (DSR E&M 2022 4104) 553 Response indicator on surface/recessed MS Box having two LEDs metallic covers complete with all connections etc.(DSR E&M 2022 4105) 554 Fire alarm sounders (electronic) 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. (DSR E&M 2022 4106) 555 Fire alarm sounders (electronic) with facility to make announcement, mounted in A,B.S. Box with hinged cover plate & suitable for operation with amplifier l/c line matching ttransformer etc. (DSR E&M 2022 4107) 556 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, break glass in front etc. (DSR E&M 2022 4108) 557 6 Zone fire alarm control panel as per IS: 2189 with backlit LCD (DSR E&M 2022 4110) 558 Cost of25 mm outer dia PVC/ABS Pipe with end caps including making air sampling operning of appropriate dia on appropriate interval. (DSR E&M 2022 4143) 559 Cost of fire survival armoured cable, fibre, fibre glass tape wrapped, ZH inner, outer sheath 2x1.5 sq. mm cable(DSR E&M 2022 4144) 560 Cost of fire alarm armoured FRLS cable 2 x 1.5 sqmm (DSR E&M 2022 4145) 561 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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 (DSR E&M 2022 19.1) 562 Concrete with 4cm gauge I class brick ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 ) 563 Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 as in CSI no. 5.01 including cost of all labour, materials, T&P etc required for proper completion of work. (CSI No. 5.20) 564 Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.18) 565 Brick work in Super structure with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.19) 566 S/F welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of M.S angle and flat. (CSI No. 9.22) 567 Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 27.29 c) 110 mm dia 568 Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge. (CSI No. 28.37) 569 Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(CSI No. 28.38) 570 Supply & fixing steel tubular pole 7 Metre long designated 410 SP-2 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect. 2018 PWD 603 571 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 foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 2018 PWD 641 572 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 2018 PWD 642 573 Supply and fixing of fire extinguisher, ABC Type 4.00 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. 2018 PWD 1131 574 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. 2018 PWD 1131(A) 575 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. 2018 PWD 1132 576 Same as in item no. 1132 but of 6..5 kg. capacity 2018 PWD 1132 (A) 577 Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge 2018 PWD 1133 578 Supply and fixing of power plug with 15A/250 voltflushtype switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mmsize with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. 2018 PWD 1139 579 Supply and fixing ofLED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. 2018 PWD 1413(A)CAT AA 580 Supply and fixing ofLED Street light Fittinghaving 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. 2018 PWD 1421CAT AA 581 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 175 to 200 Watt. Confirming to IP 66Protection complete in all respects.2018 PWD 1425(A)CAT AA 582 Supply and fixing of3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect. 2018 PWD 1441CAT AAA 583 Supply and fixing of 3 Watt to 6 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. 2018 PWD 1441 (A) CAT AAA 584 Supply and fixing ofdecorative 8 to 16 Watt LEDbollard luminaire with driver set confirming to IP 65 protection complete in all respect. 2018 PWD 1442CAT AAA 585 Supply and fixing ofdecorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and aboveprotection complete in all respect.2018 PWD 1443CAT AAA 586 Supply and fixing of 450mm size Exhaust fan of approved quality ISI mark (Bajaj/Havells/Usha/Crompton or equivalent make) complete with all respect as per sample approved by Engineer in charge including supply of all materials, labour and T&P etc requried for proper completion of the work as direction of E/I complete. (NSI ) 587 S/F of LED Bulb 9Watt bajaj or equivalent make as approved sample and make as per direction of Engineer in charge (NSI) 588 Supply and fixing of 200 mm Turbo ventilator Fan with ss Chimneycap & pipe of approved quality ISI mark (Bajaj/Havells/Usha/Crompton or equivalent make) complete with all respect as per sample approved by Engineer in charge including supply of all materials, labour and T&P etc requried for proper completion of the work as direction of E/I complete. (NSI ) 589 Providing and fixing 15 mm thick Industrial tiles size 600 x 600 mm to of Johnson Endura Meteor or approved make and colour using in different sizes (thickness to be specified by the manufacturer) conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete(NSI) 590 20-25 mm thick fine dressed Red sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.(NSI) 591 Providing/Laying 20-25 mm thick fine dressed Red sand stone flooring including supply of all materials, labour and T&P required for proper completion of work as perdirection of the Engineer-in charge.(NSI) 592 Providing and fixing prefab structure of size which does not require any structural steel frame at all heights of the existing building with following specifications: Manufactured by Epack polymers pvt ltd /Pronto panels Or Equivalent make.Walls: Outer & Inner walls made of 50 mm thick PUF insulated panels cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. The wall panels shall be connected to each other with Cam Locks @ 1.00 m C/C The walls shall be connected to the the base platform with 1mm thick channels & 100 to 150mm long dash fasteners. The walls & ceiling shall be connected to each other by 1mm thick flashing as per the manufacturer specifications. Any number of vertical partitions are to be provided in the structure as required at site & as per the directions of the E-in-C complete. All the inner / outer gaps, if any, are to be filled with silicon, rubber gasket or any material required complete & directions of the Engineer in charge.Ceiling: Made of 50 mm thick PUF insulated panels cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. The ceiling shall be extended from the wall on all sides by not less than 450mm & not more than 600mm with neccessary slopes in wall as required at the site & directions of the Engineer in charge complete. The outer edges of the roof shall be covered with the channel of the same material as of puff panel.Doors: Made out of 50 mm thick PUF insulated panels inner/outer side cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. complete with providing & fixing all accessories like locks, SS hinges, SS Tower Bolts,SS handles of required size not more than 300mm.Windows: The frame work shall be of aluminium work (Powder coated aluminium (minimum thickness of powder coating 50 micron)) for doors, windows(Sliding/Openable as required with requisite handles, tower bolts,20mm dia SS curtain rod & any other fitting required ), 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 of thickness not less than 14gauge, smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing with 5.50mm thick glass / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. The outer surface shall have fly proof stainless steel grade 304 wire gauge, using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete .Strengthing of door, window, ventilators & any other opening : Any opening provided will have the framework strengthened with 1mm thick MS Plate on all sides all complete & directions of the Engineer in charge.Measurements: Only the floor area of the pre fab outer structure will be measured for payment purpose.Conditions Rates include all lifts, leads, depths, material, labour, scaffolding, all heights for location, carriage, wastage, tools and plants and other all inputs for execution of the item. The colour of the panels for walls & ceiling should be got approved from the E-in-C prior to start of manufacturing of the structure. The Structure requires approx five partitions in the two structures besides two outer walls . Note: The zinc sheet of the puff panels can either be plain/corrugated on both sides or one side plain & one side corrugated upto any pitch in horizontal / verticals per the drawings & requirement at site. 593 Supply,Installation, testing & commissioning Battery 12 V 7 AH Exide or equivalent make for above fire alarm system. Complete as per direction of the Engineer-in charge. 594 Supply,Installation, testing & commissioning Response Indicator Agni Suraksha or equivalent make. Complete as per direction of the Engineer-in charge. 595 Supply,Installation, testing & commissioning Camera (3 MP) colour W Audio IP Dome Secureye or equivalent Indian make ,Lens-3.6mm. Complete as per direction of the Engineer-in charge. 596 Supply,Installation, testing & commissioning Camera (2 MP) IP Dome Falcon series Secureye or equivalent Indian make ,Lens-3.6mm. Complete as per direction of the Engineer-in charge. 597 Supply,Installation, testing & commissioning NVR 8 channelSecureye or equivalent Indian make, with 4TBHDD Hard Disk. Complete as per direction of the Engineer-in charge. 598 Supply,Installation, testing & commissioning Connector D link or equivalent make Complete as per direction of the Engineer-in charge. 599 Supply,Installation, testing & commissioning 8 Port POE Switch Secureye or equivalent Indian make Complete as per direction of the Engineer-in charge. 600 Supply,Installation, testing & commissioning Cable (CAT6) D link or equivalent make Complete as per direction of the Engineer-in charge. 601 Servicing of Air Conditioner (For Window/Split) by aurthorised service center complete in all respect including all labour and T&P. (CSI No. 20.30) 602 Servicing of Air Conditioner and filling of GAS (For Window/Split) by aurthorised service center complete in all respect including all labour and T&P. (CSI No. 20.31) 603 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver setcomplete in all respect. 1401 PWD CAT AA 604 Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 1402 PWD CAT AA 605 Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.1406 PWD CAT AA 606 P/F of 30 W orevo make or equivalent make LED light 30 Watt over Hoarding frame along boundary wall of MD DVVNL Campus, 220 KV S/S Sikandra , Agra with necessary materials , labour, T&P etc required for proper completion of the work as per direction of Engineer in charge. (NSI) 607 Providing and fixing of 20 W Philips make or equivalent make LED Tube light 20 Watt with necessary materials labour, T&P etc requried for proper completion of the work as per direction of Engineer in charge (NSI) 608 S/F of 07 Watt LED bulb Syska or other equivalent make including cost of labour, T&P etc required for proper completion of the work (NSI) 609 Supply and fixing of vertical blinds with hanging/sliding rod of aluminium (vista or equivalent make), vertical cord for operation of blinds, L-type hooks, screws, gullies etc. including all T&P, labour etc required for proper completion of the work in all respect. (NSI) 610 Printing name and designation of occupants and other information on residence block/office building including preparation of the base with best quality synthetic enamel paint as directed by E/I including cost of all materials, labour and T&P etc. required for proper completion of work. (NSI) 611 Providing and fixing of Name plate Acrylic/Glow sign Sheet per mm thick without letter as per approved shade and design as per direction of Engineer in charge (NSI) 612 Providing and Pasting of Name plate letter cutting words laser machine without name plate including cost of necessary all fittings such as nut, screws, labour T&P etc requried for proper completion of the work as per direction of Engineer in charge (NSI)
Contract Date: Apr 23, 2026 Contract Value : ₹ 21.94 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
3.
Housing Urban and Rular Development #9481158 Technical Bid
Tender For Special Repair Work At Jnv Sheikhpura (Bihar) - SCHOOL BUILDING 2 Structural Repair & Retrofitting 3 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 4 50mm average thickness 5 25 mm average thickness 6 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. 7 Bars upto 12 mm diameter 8 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. 9 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 10 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 11 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 12 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 13 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 14 Expansion Joint Treatment 15 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. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. 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 -in- Charge. (Material shall confirm to ASTM 6063). 16 Floor Joint of 100 mm gap 17 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 arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints Systemsuitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency 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). 18 Wall Joint of 100 mm gap 19 Providing and fixing of expansion joint system of approved make and manufacture 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 centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. 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.) 20 Roof Joint of 100 mm gap 21 Repairs to Roof 22 Repairs to plaster of thickness 12 mm to 20 mm in patches with epoxy based dampgaurd (Dr. Fixit Make), including cutting the area of plaster in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement: 4 coarse sand) 23 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 24 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction 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 : 3 mm thick 25 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 26 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 27 Asbestos Cement sheet 28 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 29 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m* 30 Repair to Toilets + Plumbing Works 31 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 32 For thickness of tiles 10 mm to 25 mm 33 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 IS: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 of Tile 600 x 600 mm 34 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm 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 any size 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. 35 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.) 36 Providing and filling of cinder in sunken portion. 37 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 38 75 to 80 mm dia pipe 39 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 : 40 15 mm to 40 mm nominal bore 41 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: 42 Up to 150 mm diameter 43 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. 44 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. 45 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 46 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 within 50 m lead as per direction of Engineer- charge : 47 Rectangular manhole 90x80 cm and 45 cm deep 48 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. 49 110 mm diameter 50 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 51 a) Coupler 52 110 mm 53 b) Bend 87.5° 54 110 mm bend 55 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 : 56 75 mm diameter pipes 57 100 mm diameter pipes 58 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: 59 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 60 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 61 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 62 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 63 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 64 a) 32mm dia (for wash basin) 65 b) 40mm dia (for sink and urinal) 66 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 67 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 68 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 69 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 70 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 71 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 72 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 73 P-Trap type Floor Trap 110 x 75 mm 74 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 75 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 76 Providing and fixing 100 mm sand cast Iron grating for gully trap. 77 Providing & fixing soil, waste and vent pipes. 78 a) 100mm dia centrifugally cast iron S & S pipe. 79 b)75mm dia centrifugally cast iron S & S pipe. 80 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 81 a) for 100mm dia pipe. 82 b) for 75mm dia pipe. 83 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 84 a) 100mm 85 Sand cast iron S&S as per IS - 3989 86 b) 75mm 87 Sand cast iron S&S as per IS- 3989 88 Providing and fixing plaincast iron S & S sanitary bend. 89 a) 100mm 90 Sand cast iron S&S as per IS - 1729 91 b) 75mm 92 Sand cast iron S&S as per IS - 3989 93 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 94 a) 100x100x100mm 95 b) 75x75x75mm 96 Providing and fixingcast iron terminal guard. 97 a) 100mm 98 b) 75mm 99 Providing & fixingcast iron coller. 100 a)100 mm 101 Sand cast iron S&S as per IS - 3989 102 b)75mm dia. 103 Sand cast iron S&S as per IS - 3989 104 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 105 a) 100mm 106 b) 75mm 107 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 108 a) 100mm inlet & 75mm outlet. 109 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. 110 Providing and fixing PTMT urinal cock of approved quality and colour. 111 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms 112 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. 113 15 mm nominal outer dia Pipes 114 20 mm nominal outer dia Pipes 115 25 mm nominal outer dia Pipes 116 32 mm nominal outer dia Pipes 117 Providing and fixing brass stop cock of approved quality. 118 15 mm nominal bore 119 Providing and fixing gun metal gate valve with wheel of approved quality. 120 a) 25mm dia nominal bore 121 b) 32mm dia nominal bore 122 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 123 a) 25mm. Nominal bore 124 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 125 a) 15mm nominal bore 126 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 127 a) 15mm nominal bore 128 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 129 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 130 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. 131 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. 132 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 133 a) 15mm nominal bore 134 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 135 a) 15mm nominal bore 136 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 137 15mm nominal bore 138 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 139 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 140 25mm nominal bore, weighing not less than 62 gms 141 Cutting holes up to 30x30 cm in walls including making good the same: 142 With common burnt clay F.P.S. (non modular) bricks 143 Cutting holes up to 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 144 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 145 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 146 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 147 Repair to Plaster and Plinth Protection 148 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 149 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 150 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. 151 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. 152 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 153 With cement mortar 1:4 (1cement: 4 coarse sand) 154 12mm cement plaster of mix : 155 1:6 (1 cement : 6 course sand) 156 6mm cement plaster to ceiling of mix : 157 1:3 ( 1 cement : 3 fine sand) 158 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. 159 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 160 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 161 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 162 Old work (one or more coats) 163 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 164 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) 165 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 166 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)over existing cement paint surface 167 Repairs to Door / Windows 168 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 169 Of area 3 sq. metres and below 170 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 171 Of area 3 sq. metres and below 172 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) 173 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: 174 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 175 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). 176 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 coatwith approved steel primer all complete 177 Fixed to steel windows by welding 178 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 179 300 mm weighing not less than 200gms. 180 250 mm weighing not less than 150gms. 181 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 182 100X58X1.90 mm 183 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 184 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 185 300 x 10mm 186 200 x 10mm 187 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 188 125 mm 189 Providing and fixing factory made PVC Door shutter made of solid foam PVC profiles of thickness 5 mm and 15 mm at edges integrally extruded for vertical style and horizontal (top / bottom / lock) rails of minimum cross section of 70mm x 28mm, of shape and design as per manufacturers specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.l. C section/ rectangular tube profile of minimum 0.30 mm thickness with 120 gsm coating as stiffeners as per manufacturers specifications Mitered cut joints for styles and rails provided with telescopic polymeric L corners are joined together using solvent adhesive and strengthened with fully threaded stainless steel screws (of required size) through reinforcement stiffener with paneling of specified solid foam PVC board / high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded headings of required size using PVC solvent adhesive / cement. The finished door shutter including SS hardware, 1 no. SS sliding door bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos. SS handles 125 mm, shall be fixed to frame with 3 Nos. stainless steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as per direction of the Engineer-in-Charge.(Cost of above hardware is inclusive in rates) 5 mm thick solid foam PVC panel of required size with moulded/extruded beading of appropriate design shape and size as per manufacturers specifications (to secure the panel insert tight in place within the style and rails of the shutter)matching the color &shade of shutter frame - Non decorative type. 190 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 191 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 192 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. 193 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) 194 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. Granite stone slab colour black, Cherry/Ruby red Area of slab upto 0.50 sqm 195 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 196 4.0 mm thick glass panes 197 Applying priming coat : 198 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 199 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 200 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 201 Two or more coats on new work 202 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 203 One or more coats on old work 204 Repairs to Flooring 205 Miscellaneous 206 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. 207 In cement mortar 208 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 209 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 210 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 211 Edges of slabs and breaks in floors and walls 212 Under 20 cm wide 213 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 214 Suspended floors, roofs, landings, balconies and access platform. 215 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 216 Thermo-Mechanically Treated bars of grade Fe-500D or more. 217 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 : 218 Cement mortar 1:6 (1 cement : 6 coarse sand) 219 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 220 Cement mortar 1:4 (1 cement :4 coarse sand 221 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 222 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. 223 Electrical Works 224 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 225 Group C 226 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 227 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 228 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 229 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 230 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 231 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 232 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 233 Group C 234 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 235 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 236 2 x 1.5 sq. mm 237 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. 238 25 mm 239 32 mm 240 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 241 100 mm X 100 mm X 60 mm deep 242 150 mm X 75 mm X 60 mm deep 243 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 244 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 245 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 246 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 247 Supplying and fixing brass batten/ angle holder including connection etc. as required. 248 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 249 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 250 6 way, Double door 251 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 252 4 way (4 + 12), Double door 253 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. 254 Single pole 255 Single pole and neutral 256 Triple pole 257 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 258 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. 259 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 260 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 Mtr long etc. with charcoal/ coke and salt as required. 261 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 262 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 263 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 264 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 265 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 266 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover 3on the fan box etc. as required. 267 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 268 Upto 450 mm sweep 269 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 270 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 271 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 272 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 273 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 274 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 275 450 mm sweep 1400 rpm 276 LIGHTNING CONDUCTOR 277 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. 278 Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. 279 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. 280 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) 281 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) 282 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 283 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. 284 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. Details of cost for one Set 285 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 286 MP HALL 287 Structural Repair & Retrofitting 288 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 289 50 mm average thickness 290 25 mm average thickness 291 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. 292 Bars upto 12 mm diameter 293 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. 294 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 295 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 296 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 297 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 298 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 299 Repairs to Roof 300 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction 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 : 3 mm thick 301 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 302 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 303 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 304 Asbestos Cement sheet 305 Providing ridges or hips of width 60 cm overall 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 0.80 mm thick with zinc coating not less than 275 gm/m* 306 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 307 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m* 308 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 main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced 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 main 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 size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T 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 galvanised 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. 309 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. 310 Repair to Plaster and Plinth Protection 311 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 312 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 313 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 314 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. 315 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. 316 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 317 With cement mortar 1:4 (1cement: 4 coarse sand) 318 12mm cement plaster of mix : 319 1:6 (1 cement : 6 course sand) 320 6mm cement plaster to ceiling of mix : 321 1:3 ( 1 cement : 3 fine sand) 322 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 323 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 324 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 325 Old work (one or more coats) 326 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. 327 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 328 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) 329 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 330 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 331 Repairs to Door / Windows 332 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 333 Of area 3 sq. metres and below 334 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 335 Of area 3 sq. metres and below 336 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 337 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 338 Renewal of old putty of glass panes (length) 339 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: 340 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 341 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). 342 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 coatwith approved steel primer all complete. Fixed to steel windows by welding 343 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 344 300 mm weighing not less than 200gms. 345 250 mm weighing not less than 150gms. 346 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 347 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 348 300 x 10mm 349 150 x 10mm 350 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 allcomplete. 351 With 12 mm mild steel U beading 352 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 353 125 mm 354 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, 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). 355 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 356 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 357 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. 358 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) 359 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 360 4.0 mm thick glass panes 361 Applying priming coat : 362 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 363 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 364 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 365 Two or more coats on new work 366 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 367 One or more coats on old work 368 Miscellaneous 369 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. 370 In cement mortar 371 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 : 372 Cement mortar 1:6 (1 cement : 6 coarse sand) 373 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 374 Cement mortar 1:4 (1 cement :4 coarse sand 375 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 376 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. 377 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 378 75 to 80 mm dia pipe 379 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. 380 110 mm diameter 381 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 382 a) Coupler 383 110 mm 384 b) Bend 87.5° 385 110 mm bend 386 ELECTRICAL WORK 387 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 388 Group C 389 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 390 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 391 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 392 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 393 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 394 2 x 1.5 sq. mm 395 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. 396 25 mm 397 32 mm 398 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 399 100 mm X 100 mm X 60 mm deep 400 150 mm X 75 mm X 60 mm deep 401 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 402 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 403 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 404 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 405 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 406 6 way, Double door 407 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 408 4 way (4 + 12), Double door 409 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. 410 Single pole 411 Single pole and neutral 412 Triple pole 413 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 414 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 415 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 416 Upto 450 mm sweep 417 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 418 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 419 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 420 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 421 Supply of 30W LED recess mounted fixtureMAKE-PHILIPS CAT NO.RC380B LED30S-6500 L60W60 PSD OD S1 or equivalent. 422 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 423 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 424 450 mm sweep 1400 rpm 425 KITCHEN & DINNING 426 Structural Repair & Retrofitting 427 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 428 50mm average thickness 429 25 mm average thickness 430 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. 431 Bars upto 12 mm diameter 432 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. 433 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 434 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 435 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 436 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 437 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 438 Repairs to Roof 439 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction 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 : 3 mm thick 440 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 441 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 442 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 443 Asbestos Cement sheet 444 Providing ridges or hips of width 60 cm overall 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 0.80 mm thick with zinc coating not less than 275 gm/m* 445 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 446 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m* 447 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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.Electric resistance or induction butt welded tubes. 448 Repair to Toilets + Plumbing Works 449 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 450 For thickness of tiles 10 mm to 25 mm 451 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 IS: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 of Tile 600 x 600 mm 452 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm 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 any size 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. 453 PLUMBING WORK 454 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 455 75 to 80 mm dia pipe 456 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 : 457 15 mm to 40 mm nominal bore 458 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: 459 Up to 150 mm diameter 460 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. 461 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. 462 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 463 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 within 50 m lead as per direction of Engineer- charge : 464 Rectangular manhole 90x80 cm and 45 cm deep 465 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. 466 110 mm diameter 467 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 468 a) Coupler 469 110 mm 470 b) Bend 87.5° 471 110 mm bend 472 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 : 473 75 mm diameter pipes 474 100 mm diameter pipes 475 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: 476 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 477 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 : 510x1040 mm bowl depth 250 mm. 478 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 479 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 480 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 481 a) 32mm dia (for wash basin) 482 b) 40mm dia (for sink and urinal) 483 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 484 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 485 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 486 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 487 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 488 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 489 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 490 P-Trap type Floor Trap 110 x 75 mm 491 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 492 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 493 Providing and fixing 100 mm sand cast Iron grating for gully trap. 494 Providing & fixing soil, waste and vent pipes. 495 a) 100mm dia centrifugally cast iron S & S pipe. 496 b)75mm dia centrifugally cast iron S & S pipe. 497 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 498 a) for 100mm dia pipe. 499 b) for 75mm dia pipe. 500 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 501 a) 100mm 502 Sand cast iron S&S as per IS - 3989 503 b) 75mm 504 Sand cast iron S&S as per IS- 3989 505 Providing and fixing plaincast iron S & S sanitary bend. 506 a) 100mm 507 Sand cast iron S&S as per IS - 1729 508 b) 75mm 509 Sand cast iron S&S as per IS - 3989 510 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 511 a) 100x100x100mm 512 b) 75x75x75mm 513 Providing and fixingcast iron terminal guard. 514 a) 100mm 515 b) 75mm 516 Providing & fixingcast iron coller. 517 a)100 mm 518 Sand cast iron S&S as per IS - 3989 519 b)75mm dia. 520 Sand cast iron S&S as per IS - 3989 521 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 522 a) 100mm 523 b) 75mm 524 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 525 a) 100mm inlet & 75mm outlet. 526 Providing and fixing PTMT urinal cock of approved quality and colour. 527 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms 528 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. 529 15 mm nominal outer dia Pipes 530 20 mm nominal outer dia Pipes 531 25 mm nominal outer dia Pipes 532 32 mm nominal outer dia Pipes 533 Providing and fixing brass stop cock of approved quality. 534 15 mm nominal bore 535 Providing and fixing gun metal gate valve with wheel of approved quality. 536 a) 25mm dia nominal bore 537 b) 32mm dia nominal bore 538 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 539 a) 25mm. Nominal bore 540 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 541 a) 15mm nominal bore 542 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 543 a) 15mm nominal bore 544 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 545 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 546 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. 547 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. 548 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 549 a) 15mm nominal bore 550 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 551 a) 15mm nominal bore 552 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 553 15mm nominal bore 554 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 555 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 556 25mm nominal bore, weighing not less than 62 gms 557 Cutting holes up to 30x30 cm in walls including making good the same: 558 With common burnt clay F.P.S. (non modular) bricks 559 Cutting holes up to 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 560 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 561 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 562 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 563 Repair to Plaster and Plinth Protection 564 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 565 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 566 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 567 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. 568 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. 569 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 570 With cement mortar 1:4 (1cement: 4 coarse sand) 571 12mm cement plaster of mix : 572 1:6 (1 cement : 6 course sand) 573 6mm cement plaster to ceiling of mix : 574 1:3 ( 1 cement : 3 fine sand) 575 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. 576 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 577 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 578 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 579 Old work (one or more coats) 580 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 581 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) 582 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 583 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 584 Repairs to Door / Windows 585 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 586 Of area 3 sq. metres and below 587 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 588 Of area 3 sq. metres and below 589 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 590 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) 591 Renewal of old putty of glass panes (length) 592 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: 593 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 594 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). 595 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 596 300 mm weighing not less than 200gms. 597 250 mm weighing not less than 150gms. 598 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 599 100X58X1.90 mm 600 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 601 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 602 300 x 10mm 603 200 x 10mm 604 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 605 125 mm 606 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 2mm 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. 607 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and 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. 608 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. 609 With 12 mm mild steel U beading 610 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 611 Using flats 30x6mm for diagonal braces and central cross piece 612 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 613 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 614 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, 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 coarsesand : 6 graded stone aggregate 20 mm nominal size). 615 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 616 4.0 mm thick glass panes 617 Applying priming coat : 618 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 619 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 620 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 621 Two or more coats on new work 622 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 623 One or more coats on old work 624 Miscellaneous 625 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. 626 In cement mortar 627 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 : 628 Cement mortar 1:6 (1 cement : 6 coarse sand) 629 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement : 630 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 631 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 632 Edges of slabs and breaks in floors and walls 633 Under 20 cm wide 634 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 635 Suspended floors, roofs, landings, balconies and access platform. 636 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 637 Thermo-Mechanically Treated bars of grade Fe-500D or more. 638 ELECTRICAL 639 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 640 Group C 641 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 642 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 643 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 644 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 645 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 646 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 647 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 648 Group C 649 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 650 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 651 2 x 1.5 sq. mm 652 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. 653 25 mm 654 32 mm 655 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 656 100 mm X 100 mm X 60 mm deep 657 150 mm X 75 mm X 60 mm deep 658 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 659 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 660 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 661 Supplying and fixing brass batten/ angle holder including connection etc. as required. 662 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 663 4 way (4 + 12), Double door 664 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. 665 Single pole 666 Single pole and neutral 667 Triple pole 668 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 669 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. 670 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 671 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 Mtr long etc. with charcoal/ coke and salt as required. 672 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 673 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 674 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 675 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 676 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 677 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 678 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 679 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 680 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 681 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 682 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 683 450 mm sweep 1400 rpm 684 Boys Dormitories(CBRI Type) - 4 Blocks 685 Structural Repair & Retrofitting 686 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 687 50mm average thickness 688 25 mm average thickness 689 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. 690 Bars upto 12 mm diameter 691 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. 692 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 693 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 694 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 695 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 696 Re-Baring of MS bar 10 mm dia with Fisher Chaemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 697 Repairs to Roof 698 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction 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 : 3 mm thick 699 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 700 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 701 Repair to Toilets 702 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 703 For thickness of tiles 10 mm to 25 mm 704 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 IS: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 of Tile 600 x 600 mm 705 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm 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 any size 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. 706 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. 707 Providing and filling of cinder in sunken portions. 708 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 709 75 to 80 mm dia pipe 710 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 : 711 15 mm to 40 mm nominal bore 712 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: 713 Up to 150 mm diameter 714 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. 715 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. 716 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 717 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 718 Up to 150 mm diameter 719 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 within 50 m lead as per direction of Engineer- charge : 720 Rectangular manhole 90x80 cm and 45 cm deep 721 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. 722 110 mm diameter 723 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 724 a) Coupler 725 110 mm 726 b) Bend 87.5° 727 110 mm bend 728 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 : 729 75 mm diameter pipes 730 100 mm diameter pipes 731 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: 732 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 733 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 734 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 735 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 736 a) 32mm dia (for wash basin) 737 b) 40mm dia (for sink and urinal) 738 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 739 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 740 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 741 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 742 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 743 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 744 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 745 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 746 P-Trap type Floor Trap 110 x 75 mm 747 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 748 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 749 Providing and fixing 100 mm sand cast Iron grating for gully trap. 750 Providing & fixing soil, waste and vent pipes. 751 a) 100mm dia centrifugally cast iron S & S pipe. 752 b)75mm dia centrifugally cast iron S & S pipe. 753 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 754 a) for 100mm dia pipe. 755 b) for 75mm dia pipe. 756 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 757 a) 100mm 758 Sand cast iron S&S as per IS - 3989 759 b) 75mm 760 Sand cast iron S&S as per IS- 3989 761 Providing and fixing plaincast iron S & S sanitary bend. 762 a) 100mm 763 Sand cast iron S&S as per IS - 1729 764 b) 75mm 765 Sand cast iron S&S as per IS - 3989 766 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 767 a) 100x100x100mm 768 b) 75x75x75mm 769 Providing and fixingcast iron terminal guard. 770 a) 100mm 771 b) 75mm 772 Providing & fixingcast iron coller. 773 a)100 mm 774 Sand cast iron S&S as per IS - 3989 775 b)75mm dia. 776 Sand cast iron S&S as per IS - 3989 777 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 778 a) 100mm 779 b) 75mm 780 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 781 a) 100mm inlet & 75mm outlet. 782 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. 783 15 mm nominal outer dia Pipes 784 20 mm nominal outer dia Pipes 785 25 mm nominal outer dia Pipes 786 32 mm nominal outer dia Pipes 787 Providing and fixing brass stop cock of approved quality. 788 15 mm nominal bore 789 Providing and fixing gun metal gate valve with wheel of approved quality. 790 a) 25mm dia nominal bore 791 b) 32mm dia nominal bore 792 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 793 a) 25mm. Nominal bore 794 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 795 a) 15mm nominal bore 796 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 797 a) 15mm nominal bore 798 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 799 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 800 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 : 801 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 802 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. 803 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 804 a) 15mm nominal bore 805 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 806 a) 15mm nominal bore 807 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 808 15mm nominal bore 809 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 810 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 811 25mm nominal bore, weighing not less than 62 gms 812 Cutting holes up to 30x30 cm in walls including making good the same: 813 With common burnt clay F.P.S. (non modular) bricks 814 Cutting holes up to 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 815 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 816 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 817 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 818 Repair to Plaster and Plinth Protection 819 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 820 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 821 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 822 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. 823 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. 824 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 825 With cement mortar 1:4 (1cement: 4 coarse sand) 826 12mm cement plaster of mix : 827 1:6 (1 cement : 6 course sand) 828 6mm cement plaster to ceiling of mix : 829 1:3 ( 1 cement : 3 fine sand) 830 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 831 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 832 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 833 Old work (one or more coats) 834 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. 835 Repairs to Door / Windows 836 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 837 Of area 3 sq. metres and below 838 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 839 Of area 3 sq. metres and below 840 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 841 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 842 Renewal of old putty of glass panes (length) 843 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: 844 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 845 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). 846 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 (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum 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 butt 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 butt hinges and necessary S.S screws shall be paid separately) 30 mm thick 847 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 848 125 X 64 X 1.90 MM 849 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 coatwith approved steel primer all complete Fixed to steel windows by welding 850 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. 851 With 12 mm mild steel U beading 852 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 853 300 mm weighing not less than 200gms. 854 250 mm weighing not less than 150gms. 855 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 856 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 857 300 x 10mm 858 150 x 10mm 859 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 860 125 mm 861 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 862 Using flats 30x6mm for diagonal braces and central cross piece 863 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 864 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 865 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.Area of slab upto 0.50 sqm 866 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 867 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 868 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. 869 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) 870 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 871 4.0 mm thick glass panes 872 Applying priming coat : 873 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 874 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 875 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 876 Two or more coats on new work 877 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 878 One or more coats on old work 879 Miscellaneous 880 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. 881 In cement mortar 882 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 : 883 Cement mortar 1:6 (1 cement : 6 coarse sand) 884 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 885 Cement mortar 1:4 (1 cement :4 coarse sand 886 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 887 ELECTRICAL WORK OF BOYS DORMITORY 888 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 889 Group B 890 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 891 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 892 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 893 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 894 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 895 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 896 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 897 Group B 898 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 899 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 900 2 x 1.5 sq. mm 901 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. 902 25 mm 903 32 mm 904 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 905 100 mm X 100 mm X 60 mm deep 906 150 mm X 75 mm X 60 mm deep 907 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 908 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 909 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 910 Supplying and fixing brass batten/ angle holder including connection etc. as required. 911 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 912 4 way (4 + 12), Double door 913 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. 914 Single pole 915 Single pole and neutral 916 Triple pole 917 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 918 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. 919 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 920 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 Mtr long etc. with charcoal/ coke and salt as required. 921 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 922 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 923 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 924 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 925 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 926 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 927 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 928 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 929 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 930 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 931 Upto 450 mm sweep 932 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 933 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 934 450 mm sweep 1400 rpm 935 Girls Dormitories(CBRI Type) - 2 Blocks 936 Structural Repair & Retrofitting 937 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 938 50mm average thickness 939 25 mm average thickness 940 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. 941 Bars upto 12 mm diameter 942 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. 943 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 944 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 945 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 946 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 947 Re-Baring of MS bar 10 mm dia with Fisher Chaemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 948 Repairs to Roof 949 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction 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 : 3 mm thick 950 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 951 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 952 Repair to Toilets 953 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 954 For thickness of tiles 10 mm to 25 mm 955 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 IS: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 of Tile 600 x 600 mm 956 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm 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 any size 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. 957 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. 958 Providing and filling of cinder in sunken portions. 959 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 960 75 to 80 mm dia pipe 961 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 : 962 15 mm to 40 mm nominal bore 963 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: 964 Up to 150 mm diameter 965 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. 966 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. 967 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 968 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 969 Up to 150 mm diameter 970 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 within 50 m lead as per direction of Engineer- charge : 971 Rectangular manhole 90x80 cm and 45 cm deep 972 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. 973 110 mm diameter 974 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 975 a) Coupler 976 110 mm 977 b) Bend 87.5° 978 110 mm bend 979 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 : 980 75 mm diameter pipes 981 100 mm diameter pipes 982 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: 983 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 984 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 985 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 986 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 987 a) 32mm dia (for wash basin) 988 b) 40mm dia (for sink and urinal) 989 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 990 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 991 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 992 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 993 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 994 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 995 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 996 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 997 P-Trap type Floor Trap 110 x 75 mm 998 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 999 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1000 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1001 Providing & fixing soil, waste and vent pipes. 1002 a) 100mm dia centrifugally cast iron S & S pipe. 1003 b)75mm dia centrifugally cast iron S & S pipe. 1004 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1005 a) for 100mm dia pipe. 1006 b) for 75mm dia pipe. 1007 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1008 a) 100mm 1009 Sand cast iron S&S as per IS - 3989 1010 b) 75mm 1011 Sand cast iron S&S as per IS- 3989 1012 Providing and fixing plaincast iron S & S sanitary bend. 1013 a) 100mm 1014 Sand cast iron S&S as per IS - 1729 1015 b) 75mm 1016 Sand cast iron S&S as per IS - 3989 1017 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1018 a) 100x100x100mm 1019 b) 75x75x75mm 1020 Providing and fixingcast iron terminal guard. 1021 a) 100mm 1022 b) 75mm 1023 Providing & fixingcast iron coller. 1024 a)100 mm 1025 Sand cast iron S&S as per IS - 3989 1026 b)75mm dia. 1027 Sand cast iron S&S as per IS - 3989 1028 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1029 a) 100mm 1030 b) 75mm 1031 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1032 a) 100mm inlet & 75mm outlet. 1033 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. 1034 15 mm nominal outer dia Pipes 1035 20 mm nominal outer dia Pipes 1036 25 mm nominal outer dia Pipes 1037 32 mm nominal outer dia Pipes 1038 Providing and fixing brass stop cock of approved quality. 1039 15 mm nominal bore 1040 Providing and fixing gun metal gate valve with wheel of approved quality. 1041 a) 25mm dia nominal bore 1042 b) 32mm dia nominal bore 1043 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1044 a) 25mm. Nominal bore 1045 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1046 a) 15mm nominal bore 1047 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1048 a) 15mm nominal bore 1049 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1050 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1051 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 : 1052 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 1053 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. 1054 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1055 a) 15mm nominal bore 1056 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1057 a) 15mm nominal bore 1058 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1059 15mm nominal bore 1060 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 1061 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 1062 25mm nominal bore, weighing not less than 62 gms 1063 Cutting holes up to 30x30 cm in walls including making good the same: 1064 With common burnt clay F.P.S. (non modular) bricks 1065 Cutting holes up to 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1066 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1067 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 1068 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 1069 Repair to Plaster and Plinth Protection 1070 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1071 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1072 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1073 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. 1074 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. 1075 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 1076 With cement mortar 1:4 (1cement: 4 coarse sand) 1077 12mm cement plaster of mix : 1078 1:6 (1 cement : 6 course sand) 1079 6mm cement plaster to ceiling of mix : 1080 1:3 ( 1 cement : 3 fine sand) 1081 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1082 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1083 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 1084 Old work (one or more coats) 1085 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. 1086 Repairs to Door / Windows 1087 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1088 Of area 3 sq. metres and below 1089 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1090 Of area 3 sq. metres and below 1091 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1092 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1093 Renewal of old putty of glass panes (length) 1094 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: 1095 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1096 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). 1097 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 (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum 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 butt 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 butt hinges and necessary S.S screws shall be paid separately) 30 mm thick 1098 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1099 125 X 64 X 1.90 MM 1100 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 coatwith approved steel primer all complete Fixed to steel windows by welding 1101 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. 1102 With 12 mm mild steel U beading 1103 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1104 300 mm weighing not less than 200gms. 1105 250 mm weighing not less than 150gms. 1106 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 1107 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1108 300 x 10mm 1109 150 x 10mm 1110 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1111 125 mm 1112 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1113 Using flats 30x6mm for diagonal braces and central cross piece 1114 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1115 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1116 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.Area of slab upto 0.50 sqm 1117 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 1118 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 1119 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. 1120 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) 1121 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1122 4.0 mm thick glass panes 1123 Applying priming coat : 1124 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 1125 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1126 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1127 Two or more coats on new work 1128 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1129 One or more coats on old work 1130 Miscellaneous 1131 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. 1132 In cement mortar 1133 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 : 1134 Cement mortar 1:6 (1 cement : 6 coarse sand) 1135 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1136 Cement mortar 1:4 (1 cement :4 coarse sand 1137 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1138 ELECTRICAL WORK OF GIRLS DORMITORY 1139 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1140 Group B 1141 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1142 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1143 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1144 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1145 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1146 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1147 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1148 Group B 1149 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1150 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1151 2 x 1.5 sq. mm 1152 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. 1153 25 mm 1154 32 mm 1155 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1156 100 mm X 100 mm X 60 mm deep 1157 150 mm X 75 mm X 60 mm deep 1158 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1159 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1160 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1161 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1162 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 1163 4 way (4 + 12), Double door 1164 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. 1165 Single pole 1166 Single pole and neutral 1167 Triple pole 1168 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1169 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. 1170 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1171 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 Mtr long etc. with charcoal/ coke and salt as required. 1172 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1173 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1174 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 1175 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1176 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1177 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1178 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1179 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1180 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1181 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1182 Upto 450 mm sweep 1183 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 1184 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 1185 450 mm sweep 1400 rpm 1186 COST OF GIRLS 20 (CBRI) - 2 BLOCKS 1187 Structural Repair & Retrofitting 1188 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 1189 50mm average thickness 1190 25 mm average thickness 1191 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. 1192 Bars upto 12 mm diameter 1193 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. 1194 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 1195 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1196 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 1197 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 1198 Re-Baring of MS bar 10 mm dia with Fisher Chaemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 1199 Repairs to Roof 1200 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction 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 : 3 mm thick 1201 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 1202 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1203 Repair to Toilets 1204 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 1205 For thickness of tiles 10 mm to 25 mm 1206 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 IS: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 of Tile 600 x 600 mm 1207 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm 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 any size 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. 1208 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1209 75 to 80 mm dia pipe 1210 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 : 1211 15 mm to 40 mm nominal bore 1212 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: 1213 Up to 150 mm diameter 1214 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. 1215 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. 1216 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 1217 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1218 Up to 150 mm diameter 1219 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 within 50 m lead as per direction of Engineer- charge : 1220 Rectangular manhole 90x80 cm and 45 cm deep 1221 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. 1222 110 mm diameter 1223 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1224 a) Coupler 1225 110 mm 1226 b) Bend 87.5° 1227 110 mm bend 1228 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 : 1229 75 mm diameter pipes 1230 100 mm diameter pipes 1231 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: 1232 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1233 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 1234 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 1235 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 1236 a) 32mm dia (for wash basin) 1237 b) 40mm dia (for sink and urinal) 1238 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 1239 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1240 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1241 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1242 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1243 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1244 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1245 P-Trap type Floor Trap 110 x 75 mm 1246 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1247 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1248 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1249 Providing & fixing soil, waste and vent pipes. 1250 a) 100mm dia centrifugally cast iron S & S pipe. 1251 b)75mm dia centrifugally cast iron S & S pipe. 1252 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1253 a) for 100mm dia pipe. 1254 b) for 75mm dia pipe. 1255 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1256 a) 100mm 1257 Sand cast iron S&S as per IS - 3989 1258 b) 75mm 1259 Sand cast iron S&S as per IS- 3989 1260 Providing and fixing plaincast iron S & S sanitary bend. 1261 a) 100mm 1262 Sand cast iron S&S as per IS - 1729 1263 b) 75mm 1264 Sand cast iron S&S as per IS - 3989 1265 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1266 a) 100x100x100mm 1267 b) 75x75x75mm 1268 Providing and fixingcast iron terminal guard. 1269 a) 100mm 1270 b) 75mm 1271 Providing & fixingcast iron coller. 1272 a)100 mm 1273 Sand cast iron S&S as per IS - 3989 1274 b)75mm dia. 1275 Sand cast iron S&S as per IS - 3989 1276 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1277 a) 100mm 1278 b) 75mm 1279 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1280 a) 100mm inlet & 75mm outlet. 1281 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. 1282 15 mm nominal outer dia Pipes 1283 20 mm nominal outer dia Pipes 1284 25 mm nominal outer dia Pipes 1285 32 mm nominal outer dia Pipes 1286 Providing and fixing brass stop cock of approved quality. 1287 15 mm nominal bore 1288 Providing and fixing gun metal gate valve with wheel of approved quality. 1289 a) 25mm dia nominal bore 1290 b) 32mm dia nominal bore 1291 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1292 a) 25mm. Nominal bore 1293 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1294 a) 15mm nominal bore 1295 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1296 a) 15mm nominal bore 1297 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1298 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1299 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 : 1300 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 1301 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. 1302 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1303 a) 15mm nominal bore 1304 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1305 a) 15mm nominal bore 1306 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1307 15mm nominal bore 1308 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 1309 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 1310 25mm nominal bore, weighing not less than 62 gms 1311 Cutting holes up to 30x30 cm in walls including making good the same: 1312 With common burnt clay F.P.S. (non modular) bricks 1313 Cutting holes up to 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1314 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1315 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 1316 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 1317 Repair to Plaster and Plinth Protection 1318 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1319 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1320 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1321 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. 1322 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. 1323 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 1324 With cement mortar 1:4 (1cement: 4 coarse sand) 1325 12mm cement plaster of mix : 1326 1:6 (1 cement : 6 course sand) 1327 6mm cement plaster to ceiling of mix : 1328 1:3 ( 1 cement : 3 fine sand) 1329 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1330 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1331 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 1332 Old work (one or more coats) 1333 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. 1334 Repairs to Door / Windows 1335 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1336 Of area 3 sq. metres and below 1337 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1338 Of area 3 sq. metres and below 1339 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1340 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1341 Renewal of old putty of glass panes (length) 1342 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: 1343 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1344 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). 1345 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 (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum 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 butt 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 butt hinges and necessary S.S screws shall be paid separately) 30 mm thick 1346 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1347 125 X 64 X 1.90 MM 1348 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 coatwith approved steel primer all complete Fixed to steel windows by welding 1349 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. 1350 With 12 mm mild steel U beading 1351 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1352 300 mm weighing not less than 200gms. 1353 250 mm weighing not less than 150gms. 1354 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 1355 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1356 300 x 10mm 1357 150 x 10mm 1358 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1359 125 mm 1360 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1361 Using flats 30x6mm for diagonal braces and central cross piece 1362 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1363 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1364 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.Area of slab upto 0.50 sqm 1365 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 1366 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 1367 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. 1368 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) 1369 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1370 4.0 mm thick glass panes 1371 Applying priming coat : 1372 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 1373 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1374 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1375 Two or more coats on new work 1376 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1377 One or more coats on old work 1378 Miscellaneous 1379 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. 1380 In cement mortar 1381 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 : 1382 Cement mortar 1:6 (1 cement : 6 coarse sand) 1383 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1384 Cement mortar 1:4 (1 cement :4 coarse sand 1385 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1386 ELECTRICAL WORK OF GIRLS DORMITORY 1387 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1388 Group B 1389 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1390 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1391 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1392 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1393 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1394 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1395 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1396 Group B 1397 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1398 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1399 2 x 1.5 sq. mm 1400 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. 1401 25 mm 1402 32 mm 1403 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1404 100 mm X 100 mm X 60 mm deep 1405 150 mm X 75 mm X 60 mm deep 1406 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1407 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1408 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1409 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1410 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 1411 4 way (4 + 12), Double door 1412 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. 1413 Single pole 1414 Single pole and neutral 1415 Triple pole 1416 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1417 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. 1418 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1419 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 Mtr long etc. with charcoal/ coke and salt as required. 1420 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1421 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1422 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 1423 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1424 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1425 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1426 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1427 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1428 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1429 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1430 Upto 450 mm sweep 1431 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 1432 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 1433 450 mm sweep 1400 rpm 1434 COST OF GIRLS DORM - CPWD (1 BLOCK) 1435 Structural Repair & Retrofitting 1436 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 the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 1437 50mm average thickness 1438 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. 1439 Bars upto 12 mm diameter 1440 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. 1441 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 1442 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1443 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 1444 Repairs to Roof 1445 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. 1446 In cement mortar 1447 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured 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 physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. 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 : 3 mm thick 1448 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1449 Repair to Toilets 1450 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 1451 For thickness of tiles 10 mm to 25 mm 1452 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 IS: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 of Tile 600 x 600 mm 1453 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm 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 any size 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. 1454 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1455 75 to 80 mm dia pipe 1456 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 : 1457 15 mm to 40 mm nominal bore 1458 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: 1459 Up to 150 mm diameter 1460 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. 1461 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. 1462 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 1463 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1464 Up to 150 mm diameter 1465 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 within 50 m lead as per direction of Engineer- charge : 1466 Rectangular manhole 90x80 cm and 45 cm deep 1467 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. 1468 110 mm diameter 1469 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1470 a) Coupler 1471 110 mm 1472 b) Bend 87.5° 1473 110 mm bend 1474 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 : 1475 75 mm diameter pipes 1476 100 mm diameter pipes 1477 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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: 1478 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1479 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 1480 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 1481 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 1482 a) 32mm dia (for wash basin) 1483 b) 40mm dia (for sink and urinal) 1484 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 1485 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1486 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1487 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1488 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1489 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1490 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1491 P-Trap type Floor Trap 110 x 75 mm 1492 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1493 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1494 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1495 Providing and fixing toilet paper holder : 1496 Vitreous china 1497 Providing & fixing soil, waste and vent pipes. 1498 a) 100mm dia centrifugally cast iron S & S pipe. 1499 b)75mm dia centrifugally cast iron S & S pipe. 1500 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1501 a) for 100mm dia pipe. 1502 b) for 75mm dia pipe. 1503 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1504 a) 100mm 1505 Sand cast iron S&S as per IS - 3989 1506 b) 75mm 1507 Sand cast iron S&S as per IS- 3989 1508 Providing and fixing plaincast iron S & S sanitary bend. 1509 a) 100mm 1510 Sand cast iron S&S as per IS - 1729 1511 b) 75mm 1512 Sand cast iron S&S as per IS - 3989 1513 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1514 a) 100x100x100mm 1515 b) 75x75x75mm 1516 Providing and fixingcast iron terminal guard. 1517 a) 100mm 1518 b) 75mm 1519 Providing & fixingcast iron coller. 1520 a)100 mm 1521 Sand cast iron S&S as per IS - 3989 1522 b)75mm dia. 1523 Sand cast iron S&S as per IS - 3989 1524 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1525 a) 100mm 1526 b) 75mm 1527 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1528 a) 100mm inlet & 75mm outlet. 1529 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. 1530 15 mm nominal outer dia Pipes 1531 20 mm nominal outer dia Pipes 1532 25 mm nominal outer dia Pipes 1533 32 mm nominal outer dia Pipes 1534 Providing and fixing brass stop cock of approved quality. 1535 15 mm nominal bore 1536 Providing and fixing gun metal gate valve with wheel of approved quality. 1537 a) 25mm dia nominal bore 1538 b) 32mm dia nominal bore 1539 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1540 a) 25mm. Nominal bore 1541 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1542 a) 15mm nominal bore 1543 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1544 a) 15mm nominal bore 1545 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1546 a) 15mm nominal bore 1547 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1548 a) 15mm nominal bore 1549 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1550 15mm nominal bore 1551 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 1552 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 1553 25mm nominal bore, weighing not less than 62 gms 1554 Cutting holes up to 30x30 cm in walls including making good the same: 1555 With common burnt clay F.P.S. (non modular) bricks 1556 Repair to Plaster and Plinth Protection 1557 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. 1558 Two or more coats on new work 1559 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1560 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. 1561 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. 1562 15mm cement plaster on rough side of single or half brick wall of mix 1563 1:6 (1 cement : 6 course sand) 1564 6mm cement plaster to ceiling of mix : 1565 1:3 ( 1 cement : 3 fine sand) 1566 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1567 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1568 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 1569 Old work (one or more coats) 1570 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. 1571 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm 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). 1572 Forming groove of uniform size 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 : 1573 15 mm wide and 15 mm deep groove 1574 Repairs to Door / Windows 1575 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1576 Of area 3 sq. metres and below 1577 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1578 Of area 3 sq. metres and below 1579 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 1580 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1581 Renewal of old putty of glass panes (length) 1582 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 coatwith approved steel primer all complete .Fixed to steel windows by welding 1583 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1584 250 mm weighing not less than 150gms. 1585 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1586 100X58X1.90 mm 1587 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 1588 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1589 300 x 10mm 1590 150 x 10mm 1591 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1592 125 mm 1593 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: 1594 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1595 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). 1596 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 (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum 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 butt 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 butt hinges and necessary S.S screws shall be paid separately) 30 mm thick 1597 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1598 125 X 64 X 1.90 MM 1599 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. 1600 With 12 mm mild steel U beading 1601 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned 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 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1602 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1603 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.Area of slab upto 0.50 sqm 1604 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 1605 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 1606 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. 1607 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) 1608 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1609 4.0 mm thick glass panes 1610 Applying priming coat : 1611 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 1612 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1613 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1614 Two or more coats on new work 1615 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1616 One or more coats on old work 1617 Miscellaneous 1618 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. 1619 In cement mortar 1620 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 : 1621 Cement mortar 1:6 (1 cement : 6 coarse sand) 1622 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1623 Cement mortar 1:4 (1 cement :4 coarse sand 1624 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1625 ELECTRICAL WORK OF GIRLS DORM - 24 CPWD ( 1 BLOCK) 1626 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1627 Group B 1628 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1629 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1630 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1631 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1632 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1633 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1634 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1635 Group B 1636 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1637 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1638 2 x 1.5 sq. mm 1639 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. 1640 25 mm 1641 32 mm 1642 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1643 100 mm X 100 mm X 60 mm deep 1644 150 mm X 75 mm X 60 mm deep 1645 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1646 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1647 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1648 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1649 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1650 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 1651 4 way (4 + 12), Double door 1652 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. 1653 Single pole 1654 Single pole and neutral 1655 Triple pole 1656 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1657 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. 1658 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1659 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1660 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1661 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1662 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1663 COST OF WORKSHOP 1664 Repairs to Roof 1665 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 1666 Asbestos Cement sheet 1667 Providing ridges or hips of width 60 cm overall 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 0.80 mm thick with zinc coating not less than 275 gm/m* 1668 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 1669 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m* 1670 Repair to Plaster and Plinth Protection 1671 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1672 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1673 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1674 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. 1675 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. 1676 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. 1677 With cement mortar 1:4 (1cement: 4 coarse sand) 1678 12mm cement plaster of mix : 1679 1:6 (1 cement : 6 course sand) 1680 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1681 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1682 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 1683 Old work (one or more coats) 1684 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. 1685 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 1686 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) 1687 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 1688 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1689 Repairs to Door / Windows 1690 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1691 Of area 3 sq. metres and below 1692 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1693 Of area 3 sq. metres and below 1694 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: 1695 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1696 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). 1697 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 coatwith approved steel primer all complete .Fixed to steel windows by welding 1698 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 1699 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1700 300 x 10mm 1701 150 x 10mm 1702 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1703 125 mm 1704 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 or shade with necessary screws etc. complete. 1705 Twin rubber stopper 1706 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. 1707 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) 1708 ALUMINIUM WORK 1709 Supply & fixing of Aluminium 3 Track Sliding windows as per design & specifications with outer frame 86.5mm X 48mm, Shutter section 65mm X 29mm, Mesh Shutter 66.7mm X 29mm, Powder coated (any RAL Colour), 6mm Clear tuffened glass, Wire Mesh, Handle, EPDM Gasket, Silicon sealant with complete hardware of reputed brand, (Make: A2Z Infra Solutions / Urban Space / Elixir Metform Pvt Ltd) 1710 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) : 1711 For fixed portion 1712 Powder coated aluminium (minimum thickness of powder coating 50 micron 1713 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 1714 Powder coated aluminium (minimum thickness of powder coating 50 micron) 1715 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): 1716 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) 1717 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. 1718 With stainless steel cover plate minimum 1.25 mmthickness 1719 Filling the gap in between aluminium frame & 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. 1720 Upto 5mm depth and 5 mm width 1721 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/stainless steel screws @ 200 mm 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-incharge.(Only weight of grill to be measured for payment). 1722 Applying priming coat : 1723 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 1724 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1725 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1726 Two or more coats on new work 1727 Flooring 1728 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1729 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1730 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) : 1731 25 mm thick 1732 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. 1733 Miscellaneous 1734 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, ransporting, 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. 1735 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. 1736 In cement mortar 1737 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 : 1738 Cement mortar 1:6 (1 cement : 6 coarse sand) 1739 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. 1740 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 challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, 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 Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 1741 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1742 75 to 80 mm dia pipe 1743 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. 1744 110 mm diameter 1745 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1746 a) Coupler 1747 110 mm 1748 b) Bend 87.5° 1749 110 mm bend 1750 ELECTRICAL WORK 1751 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1752 Group C 1753 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1754 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1755 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1756 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1757 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1758 2 x 1.5 sq. mm 1759 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. 1760 25 mm 1761 32 mm 1762 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1763 100 mm X 100 mm X 60 mm deep 1764 150 mm X 75 mm X 60 mm deep 1765 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1766 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1767 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1768 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1769 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 1770 6 way, Double door 1771 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 1772 4 way (4 + 12), Double door 1773 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. 1774 Single pole 1775 Single pole and neutral 1776 Triple pole 1777 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1778 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1779 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1780 Upto 450 mm sweep 1781 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1782 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1783 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1784 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1785 Supply of 30W LED recess mounted fixtureMAKE-PHILIPS CAT NO.RC380B LED30S-6500 L60W60 PSD OD S1 or equivalent. 1786 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 1787 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 1788 450 mm sweep 1400 rpm 1789 EXTERNAL SEWERAGE SYSTEM 1790 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, 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 50 m : 1791 All kinds of soil 1792 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1793 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1794 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 fine sand) including testing of joints etc. complete : 1795 150 mm dia. R.C.C. pipe 1796 450 mm dia. R.C.C. pipe 1797 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) 1798 150 mm diameter S.W.Pipe (L*.35*.10) 1799 450 mm diameter S.W.Pipe (L*.6*.15 ) 1800 Constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design 1801 Inside size 90 x 80 cm & 45 cmdeep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) 1802 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 1803 Extra for depth for manholes: 1804 size 90 X 80 cm 1805 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1806 Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricksclass designation 75in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand :6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. 1807 0.91m 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 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) 1808 with common burnt clay F.P.S.(non module) brick of class designation 7.5 1809 Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m . 1810 with common burnt clay F.P.S.(non module) brick of class designation 7.5 1811 Providing and fixing square mouthS. W. Gully trapclass SP-1 complete with C.I. gratingbrickmasonry chamber with water tight CI cover with frame of 300 x 300 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 1812 180 x 150 mm. size P type 1813 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1814 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 1815 With 20x20 mm square bar 1816 Cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm 1817 Cleaning and desilting of gully trap chamber, including removal ofrubbish mixed with earth etc. and disposal of same, all as per thedirection of Engineer-in-charge. 1818 SEPTIC TANK ( 20 USERS) 1819 Size of Tank = 2.30 X 1.10 X 1.80 Mtr 1820 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 1821 all kinds soil 1822 Take 50 % Qty of items 1.A 1823 ordinary rock 1824 Take 50 % Qty of items 1.A 1825 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 1826 Earth work in Excavation 1.50-3.00 mtr 1827 all kinds soil 1828 Take 50 % Qty of items 2.A 1829 ordinary rock 1830 Take 50 % Qty of items 2.A 1831 Filling available excavated earth (excluding 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 up to 1.5 m. 1832 20 % of excavation of items (1.A.1+2.A.1) 1833 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1834 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 1835 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1836 Centering and shuttering including strutting, propping etc. and removal of form for: 1837 Foundations, footings, bases of columns, etc. for mass concrete. 1838 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1839 Edges of slabs and breaks in floors and walls. 1840 Under 20 cm wide 1841 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 1842 Thermo-Mechanically Treated bars. 1843 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is 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. 1844 for maintaining slope 1845 6 mm cement plaster on rough side of single or half brick wall of mix: 1846 1:3 (1 cement: 3fine sand) 1847 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1848 HD-20 1849 Circular shape 560 mm internal diameter 1850 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 and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread 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 manufacture’s 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. 1851 Providing and fixing soil, waste and vent pipes 1852 100 mm dia. 1853 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 1854 Providing and fixing terminal guard : 1855 100 mm 1856 Sand cast iron S&S as per IS - 3989 1857 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.With F.P.S. bricks 1858 SEPTIC TANK ( 50 USERS) 1859 Size of Tank = 5.00 X 2.00 X 1.24 Mtr 1860 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 1861 All kinds of soil 1862 Take 50 % Qty of items 1.A 1863 ordinary rock 1864 Take 50 % Qty of items 1.A 1865 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 1866 Earth work in Excavation 1.50-3.00 mtr 1867 all kinds soil 1868 Take 50 % Qty of items 2.A 1869 ordinary rock 1870 Take 50 % Qty of items 2.A 1871 Filling available excavated earth (excluding 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 up to 1.5 m. 1872 20 % of excavation of items (1.A.1+2.A.1) 1873 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1874 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 1875 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1876 Upto plinth level 1877 Centering and shuttering including strutting, propping etc. and removal of form for: 1878 Foundations, footings, bases of columns, etc. for mass concrete. 1879 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 1880 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1881 RCC Bend Beam 1882 Suspended floors, roofs, landings, balconies and access platform. 1883 Edges of slabs and breaks in floors and walls. 1884 Under 20 cm wide 1885 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. 1886 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 1887 Thermo-Mechanically Treated bars. 1888 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is 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. 1889 6 mm cement plaster on rough side of single or half brick wall of mix: 1890 1:3 (1 cement: 3 fine sand) 1891 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1892 HD-20 1893 Circular shape 560 mm internal diameter 1894 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 and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread 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 manufacture’s 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. 1895 Providing and fixing soil, waste and vent pipes 1896 100 mm dia. 1897 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 1898 Providing and fixing terminal guard : 1899 100 mm 1900 Sand cast iron S&S as per IS - 3989 1901 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.With F.P.S. bricks 1902 SOAK PIT 1903 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.With F.P.S. bricks 1904 FOR STAFF QTRS FOR EXISTING SEPTIC TANK 1905 Total 1906 ELECTRICAL WORKS 1907 SUBHEAD - I - MAIN BOARDS 1908 METER BOARDS 1909 Supply, installation, testing and commissioning of M.V. cubical type totally enclosed dust, dump and vermin proof Meter Bords complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CTs, Interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoingMCBs MCCBs and kWh meters complete as required. 1910 METER BOARDS - TYPE-III (3 NOS), WARDEN RESIDENCE ( 2 NOS), TYPE-1 (6 NOS), TYPE-2 (3 NOS) 1911 INCOMER 1912 1 No.63 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 1913 METERING & INDICATION 1914 1 set of R,Y,B phase indicating lamps 1915 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating 1916 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 1917 BUS-BAR 1918 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves 1919 OUT GOING: 1920 4 Nos. 40A TPN MCB of 10kA 1921 2 Nos. 40A DP MCB of 10kA. 1922 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 1923 METER BOARDS -DORMITORY BOYS & GIRLS 1924 INCOMER 1925 1 No.63 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 1926 METERING & INDICATION 1927 1 set of R,Y,B phase indicating lamps 1928 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating 1929 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 1930 BUS-BAR 1931 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves 1932 OUT GOING: 1933 4 Nos. 40A TPN MCB of 10kA 1934 2 Nos. 40A DP MCB of 10kA. 1935 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 1936 PANEL -MP HALL & SCHOOL 1937 INCOMER 1938 1 No.63 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 1939 METERING & INDICATION 1940 1 set of R,Y,B phase indicating lamps 1941 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating 1942 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 1943 BUS-BAR 1944 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves 1945 OUT GOING: 1946 4 Nos. 40A TPN MCB of 10kA 1947 3 No. 40A DP MCB of 10kA. 1948 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 1949 SUBHEAD - II - EARTHING 1950 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 1951 Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick includingaccesssories, and providingmasonary enclosurewith cover plate (CI heavy duty) having locking arrangement and watering pipe pipe of 2.7 mtr long etc. with charcoal or coke and salt) as required. 1952 Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required. 1953 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. 1954 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 1955 BOREWELL 180 MTR DEEP 1956 Sub Head : I Tubewells 1957 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 trata, 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, upto 90 metre depth below ground level. 1958 All Type of Soil 1959 400mm dia 1960 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. 1961 All Type of Soil 1962 400mm dia 1963 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 1964 200 mm nominal size dia having minimum wall thickness5.40 mm 1965 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 1966 200 mm nominal size dia 1967 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 of Engineer-in- charge. 1968 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 1969 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 1970 200 mm dia 1971 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1972 200 mm clamp 1973 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1974 200 mm nominal size dia 1975 Supply, installation testing & commissioning of borewell submersible pumping set suitable to operate on 415 volts 3 phase 50 HZ A.C. power supply including water proof joint free cable, motor control panel, 200 mm outer dia uPVC Pipe as per IS : 12818with fittings, clamps etc. complete in all respect as per details given below : 1976 Pump Motor shall be Class F Insulation , Pump and Motor shall be IP : 68 Protection Rating , and Motor Efficiency shall be Class IE-3 Efficiency . 1977 Pump to be lowered below groundas site Boring/drilling 1978 Pump capacity : 15000 litres/hr 1979 Head : 250M 1980 H.P : 15 ( Approx) 1981 Totalof one set Tubewell 1982 Provding and fixing heavy duty 65mm G.I. pipe confiming to IS. 1239 upto 150 mm and IS 3589 for dia 200 mm and above with reducers, tees, flanges, elbow, crosses, union etc. and fixing the pipes onwall / ceiling / beam / floor including Clamping/Supporting the same, including painting with 2 coats of synthetic enamel paint as per the site requirement and shall be duly painted with two coats of approved quality synthetic enamel paint & shade over a readymix primer coat complete as required & as per directions of the engineer-in-charge for the following sizes: 1983 PANEL(Outdoor Type weather proof, double door with canopy and suitable MS Structure stand duly painted) 1984 INCOMER 1985 1 No.100 Amp FP MCCB, 25 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 1986 Metering & Indication 1987 1 set of RYB phase indicating lamps 1988 MFM with Communication Facility along with control SP MCB 1989 Surge protection device , Type 2, MOV type for 8/20 us wave, 3 Nos phase to neutral, one No neutral to earth ,(minimum 3+1 mode) with minimum discharge capacity 40KA along with necessary fuses. 1990 BUS-BAR 1991 1 Set of 125A TPN Aluminium Bus Bar with colour coded PVC Sleeves 1992 OUTGOINGS 1993 3 Nos. 40A TPN MCB 1994 3 Nos. 25A DP MCB 1995 3 Nos. 20A DP MCB 1996 Plumbing Panel 1997 NOTE :- All starters shall have ON & OFF push button &suitable rating of contractor and overload relays 1998 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 1999 DEMOLTION WORK OF OVER HEAD TANK
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Bihar View Result →
4.
Housing Urban and Rular Development #9481110 Technical Bid
Construction Of Main Location For T.F.C. Ram Van Gaman At District Chitrakoot (U.P.) - TFC, RAMVANGAMAN 3 Carriage of good earth by mechanical transport including loading, unloading and stacking 4 (upto 20KM) 5 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 6 All kinds of soil 7 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 8 All kinds of soil (From 1.5 to 3 m depth) 9 Filling available excavated earth (excluding 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. 10 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 11 Supplying chemical emulsion in sealed containers including delivery as specified. 12 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 13 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 14 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : 15 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 16 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 17 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 18 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 19 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 20 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 21 Centring and shuttering including strutting,propping etc. and removal of form for 22 Foundations, footings, bases of columns etc. for mass concrete. 23 Suspended floors, roots, landings, balcnies and access platform. 24 Shelves (Cost in situ) 25 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 26 Columns,Pillars, Piers, Abutments, Posts and Struts 27 Stairs, (excluding landings) except spiral-staircases 28 Edges of slabs and breaks in floors and walls Under 20 cm wide 29 Weather shade, Chajjas, corbels etc., including edges 30 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 3.5 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). 31 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 32 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 34 All works upto plinth level 35 Concrete of M30 grade with minimum cement content of 350 kg /cum 36 All works above plinth level upto floor V level 37 Concrete of M30 grade with minimum cement content of 350 kg /cum 38 Add for using extra cement in the items of design mix over and above the specified cement content therein. 39 ANCHOR BLOCK FOR STONE BENCHES 40 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 41 400 mm dia piles 42 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 43 400 mm dia piles 44 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 45 Single pile upto 50 tonne Safe capacity 46 Initial test (Test Load 2.5 times the Safe capacity) 47 Routine test (Test Load 1.5 times the Safe capacity) 48 MASONRY WORK 49 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 50 Cement mortar 1:6 (1 cement : 6 coarse sand) 51 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 52 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 53 WOOD WORK 54 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: 55 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 56 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). 57 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): 58 Rectangular or square. 59 Providing & 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. 60 1.0 mm thick 61 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. 62 With 12 mm mild steel U beading 63 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting 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). 64 Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge 65 Providing and fixing approved brand and manufacturer SS 304 grade hardwares for Doorsetc. 66 Providing and fixing approved brand and manufacture SS 304 grade D type 300mm Pull Handle with 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 67 Providing and fixing approved brand and manufacture SS 304 grade Glass door Lock, top and bottom patch fitting with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 68 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 69 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 70 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 71 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 150mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 72 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 73 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 74 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromiumplated brass screws, nuts, bolts and washers etc. complete. 75 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 76 125 mm 77 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 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 78 Toilet CubicalProviding and fixing Toilet Cubicle (of following standard dimension which includes 600 mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti bacterial resistant 12 mm thick solid compact laminate panelsFinish of the compact laminate should be raw silk which include doors, pilasters and intermediate panels finished with approved texture/shade as per the detail drawing and as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard.This also includes providing and fixing in position necessary hardware made out of Stainless Steel (Grade 316) as per manufacturers specifications and EIC instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset indicators, (4) Coat hooks, (5) U- Channels, (6) SS-Shoe Box Plate, (7) MS-Base Plate, (8) Rubber noise deafening tape, (9) Screws and wall Plugs. 79 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 80 Using M.S. angels 40x40x6 mm for diagonal braces 81 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. 82 Hot finished welded type tubes 83 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. 84 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 85 Providing and fixing stainless steel (Grade 316) 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 & 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 86 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) : 87 25 mm thick 88 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 89 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 20mm 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., complete. 90 Glazed Vitrified tiles Matt/Antiskid finish of size 91 Size of Tile 600 x 600 mm 92 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 93 Size of Tile 600 x 600 mm 94 Providing and fixing 1st quality ceramic glazed floor 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 any size 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. 95 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 96 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 97 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 98 Extra for pre finished nosing to treads of steps of Granite stone. 99 Extra for Granite stone flooring in treads of steps and risers using single length up to 2.00 metre . 100 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 101 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 102 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. 103 Granite of any colour and shade 104 Area of Slab over 0.50sqm 105 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 106 Granite work. 107 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 108 Extra for providing opening of required size & 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 rubbing and polishing of cut edges etc. complete. 109 12mm cement plaster of mix : 110 1:6 (1 cement: 6 coarse sand) 111 15 mm cement plaster on the rough side of single or half brick wall of mix : 112 1:6 (1 cement: 6 coarse sand) 113 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 114 6 mm cement plaster of mix : 115 1:3 (1 cement : 3 fine sand) 116 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. 117 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 118 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 119 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 120 Two or more coats on new work including priming coat of ordinary paint approved brand. 121 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 122 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 123 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 124 White sand stone 125 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : 126 Triangular or Square or rectangular pillars 127 Circular or polygonal pillars 128 Extra for stone work ashlar sunk or moulded in cornices. 129 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 130 White sand stone 131 DRY CLADDINGProviding and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work 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 etc. shall be paid for separately). 132 White sand stone - 30mm thick gang saw cut stone 133 Providing and fixing structural steel frame (for dry 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 cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the 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-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 134 Providing and fixing adjustable stainless steel cramps of approved quality, 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 work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 135 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 136 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 137 White sand stone 138 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, 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 to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , 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 : 139 12.5 mm thick tapered edge gypsum moisture resistant board 140 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm 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. 141 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 142 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm 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 at all heights as per specifications drawings and as directed by Engineer-in-charge. 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. 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. 143 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge. (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 Engineering-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 65mm. 144 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. 145 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 146 In 75x75 mm deep chase 147 Providing and laying broken AAC Block in sunken portion of W.C. & kitchen. These broken Block mixed with cement mortar 1:8 ( 1 cement : 8 coarse sand) laid and compacted properly including supply of labour, material, and tools and plant etc. as per instruction of Engineer-in-charge. 148 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 149 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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 and paneling to be paid for separately) : 150 For fixed portion 151 Powder coated aluminium (minimum thickness of powder coating 50 micron) 152 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 153 Powder coated aluminium (minimum thickness of powder coating 50 micron) 154 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 155 PLUMBING Work 156 SANITARY INSTALLATIONS 157 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & 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. 158 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. 159 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: 160 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 161 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:- 162 White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 163 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink of approved makeas per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 164 Kitchen sink with drain board 165 510x1040 mm bowl depth 250 mm 166 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 167 Providing and fixing Differecially abled toilets including Wash basin, Water closet,Cistern, grab bars & hand rails etc. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge.For physically handicap person consisting of; 168 Providing & fixing heavy quality PVC waste pipe for sink including PVC waste fitting Complete 169 Flexible Pipe 170 40mm Dia 171 Providing & fixing toilet paper holder 172 C.P. brass 173 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste SWR Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, couplers, cowels, clamps, hangers, rubber rings, clean outs, provision for C P Grating fixing for any waste connection from washing machine etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc.inside duct / suspended from floor under false ceilingfor proper completion of the work. The rubber ring shall confirm to IS:5382. ( (SOIL, WASTE, RAIN WATER & VENT) 174 110 mm diameter pipe 175 Providingandfixingin position Upvc full bore P / S trap with 50 mm water seal(IS : 14735) of the following sizes .Making proper connection with solvent cement. 176 Providing, fixing & testing uPVC pipes, conforming to IS 4985 class 3 (6 kg/cm2) including injection moulded fittings, jointing with solvent cement, cutting and making good the floors and walls and jointingto trap/waste pipe, complete of outer dia. (Indirect waste) 177 40mm diameter pipe 178 50 mm diameter pipe 179 63 mm diameter pipe 180 Providing & fixing Nickel Chromium Platedliquid soap dispenser with metallic bottle of approved brand & make112 mm distance from wall of standard shape with bracket (Nickel chromium plating should pass Salt Spray Test for 200 hours) of the same materials with snap fittings of approved quality and colour, complete as per direction of Engineer in Charge. 181 Providing & fixing soap dish holder of approved design. 182 Providing and fixing CP brass single lever low flowwall mounted Sink mixer with 15 mm CP brass single lever swivel spout with waste complete with flow rate 2.5 litre per minute at 3 bar including cutting and making good the walls where required. 183 Providing and fixing of approved make following-a) Concelaed type CP Brass diverter(for hot and cold water), overhead shower with arm with rubit cleaning system with flow rate 6 litre per minute at 3 bar complete with all accessories as requiredand spoutwith flow rate 3.8 litre per minute at 3 bar, wall flange complete with all accessories as required and making good the walls wherever required. 184 Providing,Fixing wall mounted of approved make Double Coat hookon door complete. 185 Providingand fixing CP brass 2 Way Bib cock with wall flange with flow restrictor with flow rate 2.5 litre per minute at 3 bar. 186 Providing, fixing, testing & commissioning of Floor drain made of uPVC reducing elbow (110x63 mm) with horizontal drain outlet of 63 mm OD, round top of 110 mm OD. (Floor Drain) 187 Providing & fixing uPVC clean out plug with suitable opening with threaded uPVC socket fixed to uPVC pipe joints as required complete in all respects. 188 110 mm dia 189 Providing, fixing and testing of uPVC SWR inlet fittings with two or three saddle inlets of 40, 50 or 63 mm size, fabricated from 110 mm outer dia uPVC pipes and fixed to uPVC traps with solvent cement joint complete in all respect. 190 Providing and fixing SS Grating of 125 mm dia of approved quality and colour complete as per direction of engineer in charge. 191 Circular Type 192 125 mm nominal dia with 25 mm waste hole 193 Providing, Installing & fixing storage type water heater of approved make (vertical/horizontal type ) with copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for working pressure of 8 kg/sqcm complete as required. 194 Capacity 25 litres 195 Capacity 40 litres 196 Capacity 06 Litres 197 WATER SUPPLY 198 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. 199 Concealed work, including cutting chases and making good the walls etc. 200 15 mm nominal outer dia Pipes 201 20 mm nominal outer dia Pipes 202 25 mm nominal outer dia Pipes 203 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. 204 Internal work - Exposed on Wall 205 20 mm nominal outer dia Pipes 206 25 mm nominal outer dia Pipes 207 32 mm nominal outer dia Pipes 208 40 mm nominal outer dia Pipes 209 50 mm nominal outer dia Pipes 210 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 211 External Work 212 50 mm nominal outer dia Pipes 213 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 214 20mm nominal bore 215 25mm nominal bore 216 32mm nominal bore 217 40mm nominal bore 218 50mm nominal bore 219 65mm nominal bore 220 Providing and fixing uplasticised PVC connection pipe with brass unions : 221 45 cm length 15 mm nominal bore 222 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 100 mm 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 20 mm 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 : 223 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 224 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 225 65 mm diameter pipe 226 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 227 15mm nominal bore 228 Providingand fixingC.P. brass angle valve for basin mixture and geyser points of approvedqualityconfirming to IS: 8931. 229 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) : 230 100 mm dia nominal bore 231 Providing, fixing, testing & commissioning of level operated water type butterfly valve conforming to IS : 13095/BS 5155 having CI iron body , ss 316 grade dick, EPDM / nitride complete with 2 Nos. matching flanges, rubber insertion, nuts, bolts and washer etc. of following sizes with locking arrangement. 232 Pressure Rating PN 25 : 233 80 mm dia. 234 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 25 rating as specified. 235 65mm dia. 236 Providing & fixing CI `Y Strainer (screwed/ flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flange/ unions nuts, bolts and washers complete as required. 237 80mm nominal bore 238 Supplying and fixing in position of approved quality Solenoid Valve with by-pass arrangement, isolation cock etc. complete with all required accessories such as level sensor, level indicator, level controller and required cabling for the same. 239 50 mm dia 240 Providing, Installing and Giving satisfactory field testing of Static (Ultrasonic) Domestic Battery operated, MID (Measuring Instrument Directives) approved Static AMR Water Meters diameters having no moving/fixed part in contact with water, with fully body made up of composite material, confirming to ISO 4064 along with manufacturing test certificate and Guarantee certificate with Meter & Battery Guaranteed up-to 10 years with RF Technology for communication. Memory of the device should be directly accessible through an optical scanner. 241 50 mm dia 242 DRAINAGE 243 Providing, laying and joining in position HDPE DWC (Double Wall Corrugated)and conforming to I.S. 16098 of required grade SN-4/SN-8 and suitable for the respective working pressures with all fittings and specials, e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces, etc., jointing as per manufacturers recommendations, all complete including trenching, backfilling & pressure testing etc. (For Sewer & Storm water line). 244 200 mm dia (SN-4) 245 250 mm dia (SN-4) 246 250 mm dia (SN-8) 247 300 mm dia (SN-8) 248 400 mm dia (SN-8) 249 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round HDPE pipes/ RCC pies/S.W. pipesincluding bed concrete as per standard design: 250 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 251 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of HDPE pipes/ RCC pies/S.W. pipes including bed concrete as per standard design : 252 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 253 300 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 254 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 : 255 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 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 fine sand) including testing of joints etc. complete : 257 300mm dia RCC pipe 258 450mm dia RCC pipe 259 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensiions 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 FPS bricks with class designation 7.5With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 260 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) : 261 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 262 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 263 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 264 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): 265 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 267 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 and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread 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. 268 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 269 HD - 20 270 Circular shape 560 mm internal diameter 271 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 sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 272 For pipes 100 to 250 mm diameter 273 For pipes 350 to 450 mm diameter 274 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. 275 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 276 EARTH WORK, CONCRETE WORK 277 Excavating trenches by mechanical / manual means of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,for all depth including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within lead of 50m. 278 All kinds of soil 279 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 280 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 281 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,depth upto 1.5 m, including getting out the excavated matterials, returning the soil as requred in layers not exceeding 20 cm in depth including consolidating each deposited layers by by ramming, watering,etc. and stacking serviceable material for measurements and disposal of unserviceable matterial for measurement and disposal of unserviceable matterial as directed within a lead of 50m: 282 Ordinary rock 283 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 284 Hard rock (requiring blasting) 285 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 286 Earth Work in excavation by mechanical means (Hydraulic / excavator ) manual means over area (exceeding 30 cm in depth ,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed as engineer incharge. 287 Ordinary Rock 288 Hard Rock(requiring blasting) 289 TUBE WELL BORING WITH PUMP 290 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, upto 90 metre depth below ground level. 291 400 mm dia 292 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. 293 400 mm dia 294 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.ection of Engineer -in-charge. 295 200 mm nominal size dia 296 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. 297 200 mm nominal size dia 298 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 of Engineer-in-charge. 299 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 300 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 301 200 mm dia 302 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 303 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. 304 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore 305 Sypply and Installation of 800 LPM Submersible Pump Set of 10 H.P. capacity, K.S.B. Make including Starter panel, support wire, A. Meter etc. complete. 306 Supply and fixing of nylon jali around the slotted pipes complete as required. up to 10 meter 307 Sypply and laying of alluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt brick on sides and on top. On surface the cable run shall be fixed on m.s clamps etc. of suitable size or as directed by the Engineer in charge , complete in all respect . the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 35 SQ.MM 3-1/2 core 309 Water testing chemical and bactriological 310 RAIN WATER HARVESTING 311 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 312 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 313 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) 314 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 315 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 316 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) 317 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 318 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. 319 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 320 Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 321 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, upto 90 metre depth below ground level. 322 All types of soil 323 400 mm dia 324 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 325 200 mm nominal size dia 326 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 327 200 mm nominal size dia 328 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 329 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 330 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 direction of Engineer -in-charge. 331 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 of Engineerin- charge. 332 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. 333 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 334 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 335 Excavating trenches of required width for pipes, cables, etc 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: 336 All kinds of soil 337 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 338 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 fine sand) including testing of joints etc. complete : 339 150 mm dia. R.C.C. pipe 340 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: 341 150 mm diameter P.V.C. pipe 342 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 343 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 344 FIRE FIGHTING WORKS 345 Supply, installing, testing and commissioning of clear water packagedFire Fighting Pumping System - to be placed near water tank on Terrace ( fixed speed type) as per following details: 346 Supplying,Installation,testing & commissioning of dust & vermin proofdouble door with canopy type taperd roof wall / floor mounted compartmentlised feeder piller type cubical control Panel for fire fighting terrace pump of front area not less than 1.0 Sqmtr. and depth not less than 300 mm, made out of 2mm thick CRCAsheet with 100 Amp. 4 strip aluminium bus bars with front openable door & locking arrangement, interconnection, control wiring, intrigation with pressure switch i/c suppying & fixing following switchgears & control gears/starters etc. as required.Incomming63 Amps. TP & N SFC with HRC fuses Voltmeter (0-500 Volt) with selector switch.Ammeter (0-60 Amps.) with selector switch & CTs.Set of 3 phase indication lampSuitable HP fully automatic Star/Delta Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.Selector switch for local/remote, auto/manual/off operation ON/OFF indication etc. 347 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. It should be complete as per specifications & directions of Engineer-in-charge. 348 3 X 10 sq. mm (22mm) 349 Supplying & laying one number XLPE insulated PVC sheathed Aluminium Conductor armoured UG cable of1.1 KV grade Conforming to IS 7098/1988 with upto date ammendment of following size in the existing RCC/HUME/ METAL /GI /CI /Stoneware/DWC pipe/masonary Open Duct/ cable tray/ open in air etc. as requred. 350 3 core,10 sq.mm. Aluminium Armoured 351 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. ( For Underground ) 352 100 mm. Dia 353 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.(Plant Room piping/Vertical Riser/Downcomer/Floor) 354 25 mm dia 355 32 mm dia 356 40 mm dia 357 50 mm dia 358 65 mm dia 359 80 mm dia 360 100 mm dia 361 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 : 362 Single headed Gunmetal 363 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 : 364 Single headed Gunmetal 365 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 : 366 100 mm dia 367 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. 368 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 : 369 100 mm dia 370 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 371 100 mm dia 372 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 : 373 Gun Metal 374 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.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 1258520 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.36 m 375 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 : 376 Gun metal 377 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 904 as required : 378 2 way-100 mm dia M.S. Pipe. 379 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. 380 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : 381 Upright Sprinkler 382 Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 383 100mm dia 384 Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required 385 100mm dia 386 Supply, fixing, testing and commissioning of screwed type brass/bronze lever operated ball valve of full flow with stainless steel ball (AISI 304 & spindle AISI 410) with setting & gland of superior quality having minimum working pressure of 16 kg/sqcm. 387 25 mm Dia 388 Providing and fixing 25 mm dia inspection & testing assembly with gun metal ball valve, gun metal sight glass ,Reducer ,union, G.I PIPE. connection to drain pipe/riser. 389 Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required 390 Providing and fixing standard firemans axe with heavy insulated rubber handle conforming to IS: 926 complete. 391 Providing & Fixing of MS door made up of 16 gauge MS Sheet capable of accommodating fire hose reel, landing valve, hose pipes, fittings, 1 No. CO2& 1 No. Dry podwer type portable fire extinguishers & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with one coat of primer & two coat of finished stove enamelled post office red colour paint & FIRE HOSE written on front. (Approx. size of door: 2100 mm HEIGHT, WIDTH OF DOOR AS PER SHAFT SIZE ) 392 Providing and fixing hose cabinet of size 750mmX600X250mm made of 16 gause thick MS sheet with 4 mm thick float glass doors in front painted FIRE in red paint i/c recessary locking arrangement suitable to accommodate external hydrant with butterfly valve 2 nos. 15 mtr. long hose pipe. 1 no. brach pipe mounted on wall or raised brick platform & duly painted with post office red externally and white internally with synthetic enamel paint complete in all respects for external hydrant. as directed by Engineer-in-Charge. 393 Providing, Fixing, testing and commissioning of resilient rubber lined single arch vibration eliminators suitable for raw water up to 45 deg. C temperature, working pressure 11 Kg/cm2 and test pressure 16 Kg/cm2 to provide relief from stresses at pipe flanges. 394 80 mm dia 395 Supply and fixing of 4 Nos G.I round bottom FIREBUCKETof 9 LTR. Capacity field with stand including proper supporting /mounting arrangement MS Angle Iron Frame painted by fire red colour over 2 coats of red oxide paint and written with white paint FIREcomplete in all respects as per direction of Engineer Incharge . 396 Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below: 397 Concealed work, including cutting chases and making good the walls etc. 398 Providing and fixing of 4.5 Kg. carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase ingernal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming ro IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with internal charge. 399 Providing and fixing 6.0 Kg. ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with inernal charge. 400 Providing, fixing, testing and commissioning of 50 Litres (trolley mounted) Mechanical Foam type Fire Extinguisher. In HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged complete in all respects including wall suspension bracket / trolley mounted and confoming to IS:13386 . 401 Providing, fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 22.5 kg filled with Co2 Gas as per IS 15222 with controll discharge mechanism fitted with Hose, Horn & TROLLEYconfirms to IS 2878 bearing ISI mark. Co2 Cylinder as per IS 7285. 402 Providing and fixing 2 kg capacity clean agent-HFC 236FA Stored Pressure type fire extinguisher ISI marked under IS:15683 complete with importedNovec 1230 manufactured by 3M, with Zero Ozone Depeltion Potential and Very Low Global Warming Potential of 1 with 20 Years Blue Sky Warantee against any regulatory Bans and Restrictions. 403 ELECTRICAL WORK 404 WIRING 405 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. 406 Group C 407 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel 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. 408 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 steelconduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 409 Group C 410 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. 411 1 or 2 Module (75mm×75mm) 412 3 Module (100mm×75mm) 413 4 Module (125mm×75mm) 414 6 Module (200mm×75mm) 415 8 Module (125mm×125mm) 416 12 Module (200mm×150mm) 417 Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 418 5/6 amps switch 419 2 way 5/6 amps switch 420 15/16 amp switch 421 3 pin 5/6 amp socket outlet 422 6 pin 15/16 amp socket outlet 423 Telephone socket outlet 424 TV antenna socket outlet 425 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 426 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire. 427 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire. 428 2 x 4 sq.mm. + 1 x 4 sq.mm. earth wire 429 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 430 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. 431 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 432 Installation of exhaust fan in the existing opening , including making good the damage, connection, testingcommissioning etc. as required. 433 (a): Up to 450mm sweep 434 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 435 Extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 436 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. 437 Installation, testing and commissioning of ceiling fan,including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 438 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 or beams during laying, including painting the exposed portion of loop, all as per standard design complete as required. 439 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm 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 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 440 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 441 20 mm 442 25 mm 443 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. 444 20 mm 445 25 mm 446 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 447 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required 448 Supplying and fixing Data Socket Outlet including modular base and cover plate and 1.6mm thick GI Box etc, complete as required with all acessories and upto the satisfaction of engineer-in-charge. 449 Supply, Installation, Testing & Commissioning of LSZH Cat 6 unshielded twisted pair computer cable with 23 AWG solid copper conductors in existing concealed / surface conduits / Raceways, complete as required and as per technical specifications. (for DATA & Voice outlets) (From ONT box / Rack to Outlets). 450 DISTRIBUTION BOARD 451 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB / Isolator). 452 8 way , Double door 453 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 r.equired. (But without MCB/RCCB/Isolator). 454 6 way (4 + 18), Double door 455 8 way (4 + 24), Double door 456 Supplying and fixing of following ways 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 TPDB is normally usedwhere 3 phase outlets are required.) 457 12 way (4 + 36), Double door 458 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. 459 For 8 way, Double door SPN MCBDB 460 Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. 461 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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. 462 Single pole 463 Supplyingand fixingsingle pole, blanking plate in the existing MCB DB complete etc. as required 464 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. 465 25 A 466 40 A 467 63 A 468 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) 469 12 way (4 + 36), Double door 470 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and 471 For 8 way, Double door FP MCBDB 472 Supplying and fixing of following MCBs, 415 volts, C curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 473 25A 4P MCB 474 40A 4P MCB 475 63A 4P MCB 476 EARTHING 477 Earthing System 478 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 Meter long etc. with charcoal/ coke and salt as required. 479 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 Meter long etc. with charcoal/ coke and salt as required. 480 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 481 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 482 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 483 LT CABLES & TERMINATIONS 484 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, sand cushioning, protective covering and refilling the trench etc as required. 485 Above 35 sq. mm and upto 95 sq. mm 486 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. 487 Upto 35 sq. mm (clamped with 1mm thick saddle) 488 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 489 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. 490 4 X 25 sq. mm (28 mm) 491 3½×70 sq.mm (38mm) 492 Supplying, unloading, storing of following sizes of 1.1 kV grade XLPE insulated, FRLS outer sheath (Heavy duty) Aluminium/copper conductor, armoured/unarmored cables as per mentioned code, suitable for working voltage upto and including 1100 Volts,to be laid and tied on existing overhead cable trays; or buried underground or laid and tiedover MS supports in masonry trenches alongwith the test report of following sizes of cable to be submitted by the contractor at the time of delivery of material at site. 493 3.5C X 70 Sqmm Al. Armd. 494 4C X 25 Sqmm Al. Armd. 495 4C X 6 Sqmm Cu. Armd. 496 3C X 6 Sqmm Cu. Armd. 497 1C X 6 Sqmm Flexible wire including termination 498 Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 499 4C X 2.5 sqmm copper conductor 500 6C X 2.5 sqmm copper conductor 501 Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 kV grade as required. 502 4C X 6 Sqmm Cu. Armd. 503 3C X 6 Sqmm Cu. Armd. 504 CABLES MANAGEMENT 505 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. 506 100 mm width x 50 mm depth x 1.6 mm thickness 507 150 mm width x 50 mm depth x 1.6 mm thickness 508 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. 509 100 mm width X 50 mm depth X 1.6 mm thickness 510 150 mm width X 50 mm depth X 1.6 mm thickness 511 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. 512 100 mm width X 50 mm depth X 1.6 mm thickness 513 150 mm width X 50 mm depth X 1.6 mm thickness 514 LIGHTING FIXTURES & FANS 515 The CRI of the fixtures used in should be minimum 90. LED binning < 3-Step MacAdam UGR<19All fixtures shall be with prismatic diffuser. All light fixtures shall be LED having LM79 and LM80 certification from NABL accreditedlaboratory and relevant approved IES files for Dialux. Before dispatch of approved light fixtures,third party test shall be carried out by NABL accredited lab and the test reports shall be submitted.The Service Life of the fixture including driver/control gear should be minimum 50,000 burning hours. The THD should be less than 10%.The housing of the indoor fixtures should be extruded aluminium/CRCA.The IP category should be IP20 or higher for indoor applications and IP65 or higher for outdoorapplications. The Surge Protection to be provided conforming to relevant IS standards/IEC 61643-II Class-2 &EN 61643-II Type-2. The manufacturer’s name/logo should be engraved/embossed on the housing/body or Name/Logo onaluminium plate labels or Name/logo printed on housing/body. The warranty period on complete luminaire including driver/control gear, LED, all accessories should be 5 years from the actual date of completion of work. The Power factor should be 0.95 or higher.All light fixtures (internal/external) and drivers shall be BIS certified. The manufacturer shall submitBIS certificates with respective R codes for each fitting and driver for approval before execution. Number of fittings shall be provided on the basis of average illumination range for different areasmentioned below subject to maximum LPD specified in CPWD internal specification 2013 & ECBC 2017 (ECBC+ Building). All the light fixtures used for indoor applications should be available with DALI Dimmable driver option (for Apartments & Club Areas) 516 2ft x 2ft LED Panel - Surface Mounted.- Wattage : 30W -36W - Minimum System Efficacy-120 lm/W. 517 Downlight - Surface Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 518 Wall Bracket light- Wall Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 519 4ft LED Batten Tube Light -Surface Mounted.- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 520 4ft LED Batten Tube Light -Wall Mounted (IP-65)- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 521 Mirror Light.- Wattage : 5W -10W 522 Bulkhead Wall mounted - Lumen Package 700 lm- Minimum System Efficacy - 100 lm/W 523 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 140-285V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 524 Supply, Installation ,Testingand Commissioning of Exhaust fansforexhaust air as shown on drawings. Eachfan shall be complete with permanent split capacitor, mountingplate andaccessorieslike wire guard, birdscreen andgravitylouvers forweatherprotection as required. Fan selection, arrangement andelectrical characteristics shall be as follows: 525 450 mm dia 900/1400 RPM fan suitable for 220+6%Volts, 50 Hz, single phase AC supply. 526 Main L.T. Panel :Supply& Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entrise Electrical control panel with TPN ACB (65 KA,4Pole Elect draw out , Micor processer Release IPR2) and TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter,Selector switches for ammeter and Voltmeter, instrument fuses, current transormer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/ DMC support with detEachable side covers and shall be suitable for extension on the sides. The switches entry boxes shall be complete with suitable cable end boxes reverse. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above Will be provided with Amp Metre, current transfomers and selector switches etc and insurtrment fuse. The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6 mm/2mm.Cubicle type switch board shall be of cat A & B Only. CAT. B Cubicle TypeIncoming - 527 1600 Amp /415 Volt ACB -1 No.Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare) 528 Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare)FEEDER PILLAR PANEL: 529 Incoming -630 Amp MCCB - 1 No.Outgoing - 200 Amp 4P MCCB - 3 Nos. 100 Amp 4P MCCB - 2 No.100 Amp 4P MCCB - 1 No. 40 Amp 4P MCCB - 1 No. (for Spare)(Complete as per requirment directed by Project Manager.) 530 Design, manufacture, testing at works, supply, including supervision during installation testing & commissioning of following floor / wall mounted clad switchboard, factory built, modular, sectionalised, dead front, fully compartmentalized with hinged lockable detachable front & back openable, Form IIIB type extensible Partial Type Tested Assembly, IEC-60439 compliant LT cubicle panel of suitable size, suitable for operation on 415 volts, 50 Hz AC 3 phase 4 wire supply system fabricated from powder coated CRCA sheet steel, with all load bearing members of minimum 2mm thickness , all non-load bearing members of minimum 1.6mm thickness and minimum 3mm thick gland plates. The panels shall be fabricated in easily transportable sections, length, height, depth etc. to match with site condition, having vibration free structure with stiffeners provided as required. EXTERNAL LIGHTING PANEL 531 Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. Two Loop Panel. 532 Supplying, installation, testing & commissioningof intelligent analog addressablephotothermaldetectorcompletewithmountingbase complete as required. 533 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 534 Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. 535 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 536 Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. 537 Supplying, installation, testing & commissioning of addressable fire control module complete as required. 538 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 539 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. 540 Supplying, installation, testing & commissioning of intelligent interface unit BACnet/ Modbus protocol i.e. supplying communication links between building management system and fire alarm control panel complete as required. 541 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 542 Supplying & laying of 2x1.5 sqmm fire survival armouredcable, 600/1000V rated with annealed copper conductorhaving glass mica fire barrier tape covered by an extrudedlayer of Cross Linkable Ethylene Propylene Rubber (EPR)insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. 543 Supplying & Fixing in position GI Box for installation of detectors on true Ceiling complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge. 544 Supply, installation,testing and commissioning of EXIT light, self contained 6W luminaire complete with flush mounting frame ,sign label,fluorescent tube and battery and with label EXIT/RIGHT/LEFT/UP/DOWN as required.. 545 Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. 546 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. 547 Supplying, installation, testing & commissioning of digital audio amplifier 150 Watt, 25V rms operating at 240 Volt AC Supply complete as required. 548 SITC of 1X500W/480W Class-D Amplifier with 2 independent channels and can provide automatic re-settable overcurrent, overload, overheating, overvoltage, under-voltage and DC protection 549 Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. 550 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. 551 speaker cable Two pair, 2-core, 1.5 sqmm 552 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 553 UPS & INVERTERS 554 Supply, installation, testing and commissioning of 10 kVA UPS, 3 phase (415 V + 15%) Volts input & 3 phase output (440 V + 1%), 50 Hz, 100% IGBT inverter & converter, Input harmonic Current THD 3% typical at 100% load, 6% maximum at 50% load and 30 min battery backup for UPS along with battery cabinet complete in all respect including supporting steel structure for UPS and Battery as required. Quotedprice shall be inclusiveof approved rating single core copper conductor cable connecting UPS and batteries. 555 EXTERNAL LIGHTING 556 Pole Light -Pole mounted - Lumen Package -4000/6500/7200/9200 lm- Minimum System Efficacy - 120 lm/W 557 Bollard - Surface mounted - Lumen Package - 300/400 lm - Minimum System Efficacy - 35 lm/W 558 Supply, Installation, Testing & Commissioning of Recessed Inground Up Light fixture 10 Watt LED , integral driver, protection IP 66, CLASS I as complete as required. (Tree Up Lighting) 559 Supply, installation, testing & commissioning of LED Post Top Luminaire consuming a system wattage of 36 - 42W & the luminaire shall be with system efficacy >75lm/W. Housing: Die Cast Aluminium , IP66 ,The operating CCT shall be 5700K with CRI of ≥70. The luminaire shall be with BIS Registered electronic driver with input voltage range of 150 to 270V , THD ≤ 10% & PF ≥ 0.9, 50,000 Hrs LED Life with L70 Criteria.The LED Driver shall be easily avaiable in India for repair and service. The LED shall be SMD type. Luminaire shall have minimum surge protection of 4KV.The luminaire shall be with following certifications: LM79& LM80 issued by LED manufacture along with Photo Biological Safety Standard. CAT REF: LT Primus PT 40Wor approved Equivalent. 560 Height = 5 MetresTop dia = 70mmminBottom Dia = 130mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 200 mm x 200 mm x 12 mm thick, suitable for mounting of light fixture 561 Height = 6 MetresTop dia = 70mmminBottom Dia = 155mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 260 mm x 260 mm x 16 mm thick, suitable for mounting of light fixture 562 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 563 63 mm dia (OD-63 mm & ID-51 mm nominal) 564 120 mm dia (OD-120 mm & ID-103 mm nominal) 565 EXTERNAL LIGHTING PANELIncoming :One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.Outgoing :10 No.16 Amp DPMCB. (10 KA)SPARE & SPACE - 2 NoPanel described as above 566 SUBHEAD IV-MISCELLANEOUS 567 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. 200mm Dia200mm dia 568 SUBHEAD V-EXTERNAL LIGHT 569 Conical Arch Street Lighting Pole of 6000mm Height suitable for mounting street light luminaires, made out of hot rolled steel grade E250, as per IS 2062:2011 and designed suitably for wind speedupto 50m/s wind conforming to IS 875: PART -3:1987. The perfect conical profile extends from the square base plate of MS (grade E250) of size 300mmx300mm, 16mm thick and facilitated with 4 elongated slots 48mm x 24mm at CC 215mm to suit the 500mm, J-type, M20 bolts (Grade 4.6). The cable entry hole Ø70mm is provided at the centre of the baseplate. The continuously tapered pole shall have top Ø 70 mm and bottom Ø 155 mm, 3mm thick suitable to mount an artistically designed and angularly curved arm bracket that suits the conical form factor of the pole. The pole should be Arched on the top to mount the luminaire with the help of bracket. A base compartment for weather proof control box is provided at a height 300mm above the base plate with a die cast door contoured to the poless shape housing the gear tray, prewired with 2.5 Sq.mm cable, Siemens/Anchor make MCB, terminal connectors for loop in loop out arrangement. The make of poles should be as per Ligman/RR Ispat/Klite. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thorough removal of impurities like, rust, oxides and other unwanted particles from the surface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating providing 60 Microns DFT. with KL 4392 Avenue 100, Dimension 526x174 x 90 mm wattage upto 100w LED 570 Supply, Installation, Testing and Commissioning of LED RGB / RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270VAC, 50Hz with powerfactor > 0.9. Fixture shall be suitable to operate at an ambient temperature range of -10°C to + 50°Cand shall be IP65 and IK06 rated. Life time shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS10322 and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 30 W 571 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 and capable of operating at line voltage without any separate power supply from 100 to 270 VAC, 50 Hz, power factor > 0.9. Fixture shall be suitable to operate at ambient temperature range of-10°Cto+50°Cand shall be IP65 and IK06 rated. Life time 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. 25 W 572 SITC OF DG SETS 573 Design, manufacturing, testing at works, supply of 3 Phase, 415V, 50 Hz and 1500 RPM Diesel Generator Set of following ratings. Engine shall be complete with turbo charger, base frame, lube oil system, Heat Exhanger (HE cooled), Control Panels, Electric Starter 24V DC, required batteries, battery charging alaternator, electronic governor, instrumentation, day service diesel fuel tank, exhaust silencers including insulation, engine mounted control panel with monitoring and alarm features, utility piping, anti-vibration pads, Alternator direct coupled to Engine along with static excitation system and AVR Panel, and all required accessories complete as required and as per the specifications. The scope of work shall not include AMF Panel, cabling and earthing. DG shall be procured to the standards as in MoEFCC notification No.Q-1s017losl 2OL2-CPW and GSR 804(E) dated 03.1 1 .2022 The DG Set shall be provided with genset controller for AMF,Auto-load sharing, and shall have electrical and mechanical parameter monitoring. The controller shall include following electrical protections - under & over frequency and voltage, overload (KW), overcurrent, short circuit, reverse power, excitation failure etc. 62.5 KVA(with Acoustic Enclosure) 574 Supply of 4mm thick MS diesel day oil tank duly painted with two coats of primer after pre-treatment, and one coat of synthetic enamel paint with manhole, inlet and outlet connections with gate valves, drain plug, piping between tank and engine incase of inbuilt day oil tank, vent, mechanical oil level indicator, low level/ high level alarms, including support arrangement etc. mounted on suitably painted MS staging to maintain gravity flow of diesel oil from tank to DG Set. 575 120 Litres Capacity for 62.5kVA DG set 576 Fuel Pipe Line & Misc. Items Works 577 Supply, installation, testing & commissioning of 40mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 578 Supply, installation, testing & commissioning of 25mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 579 Providing and fixing of Valves and NRV for fuel line of following sizes: 580 40mm ball valve 581 25mm ball valve 582 40mm NRV valve 583 25mm NRV valve 584 BOUNDARY WALL WITH GATES 585 CARRIAGE OF MATERIALS 586 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 587 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 588 Filling available excavated earth (excluding 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. 589 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 590 Centring and shuttering including strutting,propping etc. and removal of form for 591 Foundations, footings, bases of columns etc. for mass concrete. 592 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 593 Columns,Pillars, Piers, Abutments, Posts and Struts 594 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 595 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 597 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 598 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 599 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 600 300 mm dia piles 601 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 602 300 mm dia piles 603 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) 604 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 605 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. 606 Hot finished welded type tubes 607 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. 608 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 609 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 610 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. 611 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. Two or more coats on new work including priming coat of ordinary paint approved brand. 612 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 613 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 614 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work 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 etc. shall be paid for separately). 615 White sand stone - 30mm thick gang saw cut stone 616 Providing and fixing structural steel frame (for dry 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 cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the 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-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 617 Providing and fixing adjustable stainless steel cramps of approved quality, 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 work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 618 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 619 ESS 620 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 621 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 622 All kinds of soil 623 Filling available excavated earth (excluding 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. 624 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 625 Supplying chemical emulsion in sealed containers including delivery as specified. 626 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 627 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 628 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 629 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 630 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 631 Centring and shuttering including strutting,propping etc. and removal of form for 632 Foundations, footings, bases of columns etc. for mass concrete. 633 Suspended floors, roots, landings, balcnies and access platform. 634 Shelves (Cost in situ) 635 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 636 Columns,Pillars, Piers, Abutments, Posts and Struts 637 Weather shade, Chajjas, corbels etc., including edges 638 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 3.5 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). 639 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 640 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 641 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 642 All works upto plinth level 643 Concrete of M25 grade with minimum cement content of 330 kg /cum 644 All works above plinth level upto floor V level 645 Concrete of M25 grade with minimum cement content of 330 kg /cum 646 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles 647 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 648 300 mm dia piles 649 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 650 Cement mortar 1:6 (1 cement : 6 coarse sand) 651 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 652 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 653 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. 654 Hot finished welded type tubes 655 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 656 80x1.25 mm M.S. laths with 1.25 mm thick top cover 657 Providing and fixing ball bearing for rolling shutters. 658 Extraforprovidingmechanicaldevice chain andcrankoperation for operating rolling shutters. 659 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 660 Extra for providing grilled rolling shutters manufactured out of 8mm dia.M.S. bar instead of laths as per design approved by Engineer-in-charge.(area of grill to be measured). 661 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) : 662 25 mm thick 663 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 664 15 mm cement plaster on the rough side of single or half brick wall of mix : 665 1:6 (1 cement: 6 coarse sand) 666 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 667 6 mm cement plaster of mix : 668 1:3 (1 cement : 3 fine sand) 669 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. 670 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 671 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 672 Two or more coats on new work including priming coat of ordinary paint approved brand. 673 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 674 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 675 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(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 Engineering-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 65mm. 676 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 677 In 75x75 mm deep chase 678 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 679 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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 and paneling to be paid for separately) : For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 680 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 681 Powder coated aluminium (minimum thickness of powder coating 50 micron) 682 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 683 GUARD ROOM 684 Carriage of good earth by mechanical transport including loading, unloading and stacking 685 (upto 20KM) 686 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 687 All kinds of soil 688 Filling available excavated earth (excluding 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. 689 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 690 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 691 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 692 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 693 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 694 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 695 Centring and shuttering including strutting,propping etc. and removal of form for 696 Foundations, footings, bases of columns etc. for mass concrete. 697 Suspended floors, roots, landings, balcnies and access platform. 698 Shelves (Cost in situ) 699 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 700 Columns,Pillars, Piers, Abutments, Posts and Struts 701 Edges of slabs and breaks in floors and walls Under 20 cm wide 702 Weather shade, Chajjas, corbels etc., including edges 703 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 704 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 705 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 706 All works upto plinth level 707 Concrete of M25 grade with minimum cement content of 330 kg /cum 708 All works above plinth level upto floor V level 709 Concrete of M25 grade with minimum cement content of 330 kg /cum 710 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 711 300 mm dia piles 712 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 713 300 mm dia piles 714 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 715 Cement mortar 1:6 (1 cement : 6 coarse sand) 716 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 717 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: 718 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 719 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). 720 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): 721 Rectangular or square. 722 Providing & 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. 723 1.0 mm thick 724 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 725 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 726 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 727 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 728 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 729 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 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 730 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 20mm 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., complete. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 731 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm 732 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. Granite of any colour and shade 733 Area of slab upto 0.50 sqm 734 Area of Slab over 0.50sqm 735 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 736 Granite work. 737 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 738 15 mm cement plaster on the rough side of single or half brick wall of mix : 739 1:6 (1 cement: 6 coarse sand) 740 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 741 6 mm cement plaster of mix : 742 1:3 (1 cement : 3 fine sand) 743 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. 744 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 745 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 746 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 747 Two or more coats on new work including priming coat of ordinary paint approved brand. 748 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 749 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 750 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, 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 to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , 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 : 751 12.5 mm thick tapered edge gypsum moisture resistant board 752 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm 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. 753 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 754 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm 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 at all heights as per specifications drawings and as directed by Engineer-in-charge.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. 755 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(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 Engineering-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 65mm. 756 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 757 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 758 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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 and paneling to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 759 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 760 Powder coated aluminium (minimum thickness of powder coating 50 micron) 761 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 762 UNDER GROUND TANK (UGT) 763 Carriage of good earth by mechanical transport including loading, unloading and stacking 764 (upto 20KM) 765 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 766 All kinds of soil 767 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 768 All kinds of soil (From 1.5 to 3 m depth) 769 All kinds of soil (From 3.00 to 3.50 m depth) 770 Filling available excavated earth (excluding 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. 771 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 772 Centring and shuttering including strutting,propping etc. and removal of form for 773 Foundations, footings, bases of columns etc. for mass concrete. 774 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 775 Suspended floors, roots, landings, balcnies and access platform. 776 Shelves (Cost in situ) 777 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 778 Columns,Pillars, Piers, Abutments, Posts and Struts 779 Stairs, (excluding landings) except spiral-staircases 780 Edges of slabs and breaks in floors and walls 781 Under 20 cm wide 782 Weather shade, Chajjas, corbels etc., including edges 783 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 784 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 785 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 786 All works upto plinth level 787 Concrete of M25 grade with minimum cement content of 330 kg /cum 788 All works above plinth level upto floor V level 789 Concrete of M25 grade with minimum cement content of 330 kg /cum 790 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 791 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: 792 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 793 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). 794 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): 795 Rectangular or square. 796 Providing & 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. 797 1.0 mm thick 798 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 799 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 800 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 801 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 802 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 803 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 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 804 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. 805 Hot finished welded type tubes 806 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) : 807 25 mm thick 808 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 809 Extra for pre finished nosing to treads of steps of Kota/Sand stone. 810 Extra for Kota/Sand flooring in treads of steps and risers using single length above normal size up to 2.00 metre . 811 Providing and fixing 1st quality ceramic glazed floor 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 any size 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. 812 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 813 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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., complete. 814 12mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 815 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 816 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 817 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. 818 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 819 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade.Two or more coats on new work including priming coat of ordinary paint approved brand. 820 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 821 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 822 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(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 Engineering-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 : 823 In 75x75 mm deep chase 824 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 825 Road Work 826 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 827 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 828 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 829 All kinds of soil 830 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 831 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 832 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 833 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 834 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 835 Providing and laying 400 micron thick PVC Sheet on WBM Surface complete as per direction of engineer-in-charge. 836 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 837 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 838 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade A sealing compound conforming to IS: 1834. 839 Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete 840 New work (Two or more coats) 841 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line , level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves (thickness of joints except sharp curve shall not be 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). 842 FOOTPATH & STONE BENCHES 843 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 844 All kinds of soil 845 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 846 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 847 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. 848 Thermo-Mechanically Treated bars of grade Fe-500D or more. 849 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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). 850 Providing and fixing 70 mm thick Lalitpur Grey sand stone over prefix sand stone legs including polishing, pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 851 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 852 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 853 All kinds of soil 854 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 855 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 856 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 857 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 858 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 859 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 860 HORTICULTURE & LANDSCAPING WORK 861 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 levelling 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). 862 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 863 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) : 864 Screened through sieve of I.S. designation 20 mm 865 Screened through sieve of I.S. designation 16 mm 866 Screened through sieve of I.S. designation 4.75 mm 867 Fine dressing of the ground 868 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). 869 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 870 Providing and laying Neelgiri/Korean grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 871 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) : 872 Holes 60 cm dia, and 60 cm deep. 873 Holes 45 cm dia, and 45 cm deep. 874 TREE PLANTS 875 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. 876 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 877 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 878 Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. 879 Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 880 Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 881 GROUND COVERS PLANTS 882 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 883 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 884 Providing and stacking of Syngonium golden of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 885 SHRUBS AND PERINNIAL HERBS 886 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 887 Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. 888 Providing and stacking of Ficus panda of height 60-75 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-charge. 889 CREEPER PLANTS 890 Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 891 Providing and stacking of Clerodendrum splendens of height 30 cm to 45cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 892 FURNITURE AND FURNISHINGS 893 Cafe Table, S.S. Pipe Frame, PLPB Edge Banded Top, 38mm Thick, Size in mm - 900mm (Dia.) 894 Café Chair, PP Seat & Back 895 DiningTable, Powder Coated + Chrome Plated Pipe Frame, PLPB Edge Banded Top, 25mm Thick, Size in mm - 1500 X 900 896 Medium Back Chair, PU Arms, Silver Powder Coated Pipe Frame,Gas Lift, Powder Coated Base, Seat Back Leatherite Tapestry. 897 Reception Table, Particle Board Top 898 2 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 1180 (L) X 835 (D) X 785 (H) 899 Centre Table, 18mm PLPB Top, Annodize Aluminium Section Frame 900 Corner Table, MDF Top With Veneer Polish, MS Gold Finish Leg 901 1 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 810 (L) X 835 (D) X 785 (H) 902 Medium Back Chair, Wooden Frame, Cushion Arm, Synchro Knee Tilt, Gas Lift, Aluminium Base 903 Visitor Chair, Wooden Frame, Cushion Arm, Chrome Plated pipe stand 904 Executive Table, PLPB Top, Flaper Box, Extruded Aluminium Profile 905 Conference Table, Particle Board Edge Banded Top 906 Medium Back Chair, PP Cushion Arm, Swivel Tilt, Gas Lift, Nylon Base 907 Executive Table, Particle Board Top, Fixed Metal Pedestal, Metal Frame, Powder Coated 908 Visitor Chair, Cushion Arm, PU Moulded Seat Back, Chrome Plated Pipe stand 909 Bunk Bed, CRCA Pipe Frame, Powder Coated, PPCP Shoes, With 12mm Plywood, Without Mattress Uppder Size- 1950 X 965 Lower Size- 1950 X 1250 910 Study Table, Particle Board Top, MS Powder Coated Legs 911 METAL BED 912 WARDROBE WITH MIRROR ,PLPB BOARD 913 SUBHEAD I-EARTHING 914 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 8 SWG 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. 915 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 916 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. pipe and 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 917 all respects. 918 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) 919 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 920 50 sqmm3.5 core 921 6 sqmm3 core 922 6 sqmm2 core 923 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 924 50 sqmm3.5 core 925 6 sqmm3 core 926 6 sqmm2 core 927 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 928 50 sqmm 929 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
5.
Housing Urban and Rular Development #9456638 Technical Bid
Tender For Tourist Infrastructure Development At Somnath Temple Char, District Chitrakoot, (U.P.), 1 Tourist Infrastructure Development at Somnath Temple Char, District Chitrakoot, (U.P.) 2 BOUNDARY WALL ( 255.00 MTR ) 3 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 for all lift, as directed by Engineer-incharge.All kinds of soil 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 6 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Footing 7 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Column 8 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 9 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 10 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 11 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 12 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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 seamless type tubes 13 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. 14 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 15 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 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 and manufacture 16 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 17 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 18 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 19 PROPOSED ENTRANCE GATE 20 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 for all lift, as directed by Engineer-incharge.All kinds of soil 21 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 22 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 23 All works Above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 3 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete) 24 All works Above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 3 but for thelighter beams i.e. having spans more than 6 m. (Using 1:1.5:3 Mix concrete) 25 Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 6(1 cement : 6 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. 26 Brick work in super-structure in 1:6 (1 Cement :6 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 27 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 28 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 29 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick Red Sand Stone 30 Providing and fixing structural steel frame (for dry 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 cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the 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 & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 31 Providing and fixing adjustable stainless steel cramps of approved quality, 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 work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 32 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 33 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 34 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 35 INTERLOCKINGTILE PATHWAY 36 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 37 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 38 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 39 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 40 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 41 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 coarse 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). 42 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) 43 TREMIX PARING & ROAD 44 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 45 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 46 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 47 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 48 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid andinished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). 49 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 50 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 51 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 coarse 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). 52 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) 53 Cost of Bench 54 Cost of Dustbin 55 Cost of Signages 56 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 57 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame workfrom the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage 58 S/F & OFSolar Lighting Complet Etc. 59 TUBE WELL AND INSTALLATION OF SUBMERSIBLE PUMP (90 M. DEPTH) 60 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, upto 90 metre depth below ground level. 300 mm dia 61 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 62 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. 100 mm nominal size dia 63 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 of Engineer-in-charge. 64 (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 65 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 66 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 67 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 68 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 69 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 70 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 71 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 72 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 73 Supply of 100mm dia Johnson screen. 74 SEPTIC TANK & SOAK PIT 75 Size :- Length =3.50 M. Width = 2.65M Total Depth =3.00M 76 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 for all lift, as directed by Engineer-incharge. 77 In all kind of soil 78 In all kind of soil 79 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 80 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 81 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 82 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 83 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 84 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 85 Providing and fixing S.C.I. Tee 150 mm at the inlet and outlet of septic tank. 86 Providing and fixing soil, waste and vent pipes:75 mm diameter Sand cast iron S&S pipe as per IS: 1729 87 Providing & fixing of 75mm dia Sand cast iron S&S as per IS - 1729 terminal guard. 88 Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee. 89 Providing lead caulked joints to sand cast iron/ cetrifugally cast (squn) irons pipes & fitting of 50 mm dia 90 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 91 Making soak pit 2.5 mtr dia 3.0 mtr depth 92 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 93 PROPOSED TOILET 94 Excavation of 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. 95 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 96 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 97 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 98 As in item 4 above but forslabs (Using 1:1.5:3 Mix concrete) 99 As in item 4 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 100 As in item 4 but for the Footing (Using 1:1.5:3 Mix concrete) 101 As in item 4 but for the Column(Using 1:1.5:3 Mix concrete) 102 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 103 Mild steel or iron workofGrill work etc.wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding andmaking holes as required completion of workfabricationofholesdoors, chaukhats nosing. 104 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, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 105 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 106 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 107 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 108 Same as in item no.13 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below 109 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 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 110 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 & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 111 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 112 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type) 113 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 114 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 115 Providing and fixing bright finished brass handles with screws etc. complete. 125 mm 116 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 117 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 118 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 119 12 mm cement plaster 1:3( 1 cement: 3 coarse sand)finished with a floating coat of near cement 120 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.. 121 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 122 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 123 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matchingpigment etc, complete. 124 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 any size as approved by Engineer-in-Charge, in skirting, risers of stepsand 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. 125 Finishing walls with textured exterior paint of requiredshade : New work (Two or more coats applied @3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10sqm 126 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 127 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, toachieve even shade and colour.Two coats 128 French spirit polishing:Two or more coats on works including a coat of wood filler. 129 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 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 purpose of measurement the entire treated surface will be measured 130 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 131 Chequerred 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). Medium shade pigment using 50% white cement 50% Grey cement 132 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.10 x 60 mm 133 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 134 SCHEDULEOFQUANTITIESFORELECTRICALINSTALLATIONS 135 WIRING POINTS AND SUBMAINS 136 Point wiring in PVC Conduit 137 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. Group C 138 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 139 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 140 Circuit / Sub main wiring in PVC conduit :- 141 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. 142 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 143 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 144 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 145 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 146 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 147 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 148 20 mm. 149 25 mm. 150 32 mm. 151 S/F light plug point modular type accessories :- 152 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 A modular switch, connections etc. as required 153 S/F power plug point modular type accessories :- 154 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 155 S/F modular type blanking plate :- 156 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 157 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 158 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) 4 way (4 + 12), Double door, horizontal type 159 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 single pole 160 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 161 40 amps. 162 63 amps. 163 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 164 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, 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. 165 G.I.EARTHING 166 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. 167 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) 168 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 169 ERECTIONOFLIGHTINGFIXTURESANDFANS 170 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 171 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 172 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 173 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 174 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 175 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 1 nos. RJ 45 Data Outlet 176 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 177 PLUMBING WORKS OF TOILET BLOCK 178 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 179 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed 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 180 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 181 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 182 32 mm dia (for wash basin) 183 40 mm dia(for sink and urinal) 184 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 185 Providing & fixing viterous china toilet paper holder. 186 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal 187 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 per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade 188 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. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 189 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. 190 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 191 SOIL WASTE & VENT PIPES AND FITTINGS 192 Providing & fixing soil, waste and vent pipes. 193 a) 100mm dia centrifugally cast iron S & S pipe. 194 b)75mm dia centrifugally cast iron S & S pipe. 195 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 196 100 mm 197 75 mm 198 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 199 a) for 100mm dia pipe. 200 b) for 75mm dia pipe. 201 Providing & fixingcast iron coller. 202 a) 100mm dia. 203 b)75mm dia. 204 Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia 205 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 206 a) 100mm 207 b) 75mm 208 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 209 100x100x100mm 210 75x75x75mm 211 Providing and fixingcast iron terminal guard. 212 100 mm 213 75 mm 214 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. 110 mm diameter 215 WATER SUPPLY PIPES AND FITTINGS 216 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 217 Internal work-Exposed on wall 218 15mm dia nominal bore 219 20mm dia nominal bore 220 25mm dia nominal bore 221 32mm dia nominal bore 222 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 223 15mm dia nominal bore 224 20mm dia nominal bore 225 25mm dia nominal bore 226 32mm dia nominal bore 227 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall 228 a) 15mm dia nominal outer dia pipes 229 a) 20mm dia nominal outer dia pipes 230 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 231 25 mm nominal bore 232 32 mm nominal bore 233 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore 234 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 235 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 236 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 237 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 238 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 750 litres capacity 239 SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I 240 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 : All kinds of soil a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 241 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 242 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter 243 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 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). With FPS bricks of class designation 75 (i) For Sewer Line 244 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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. 180 x 150 mm. size P type 245 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread 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 manufacturess 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 20mm nominal size) complete as per design. 246 Non Schulded Items 247 Supplying and fixing & Fixing Handicapped Toilet Accessories installation in grade 304 stainless steel, 2.0 mm wall thickness(Make Ozone/ Dorma/ Kitch). 248 Providing & Fixing Lift-up Support Rail 249 (L=600mm Ø35mm White) 250 Providing & Fixing Support Rail 251 (L=600mm Ø35mm White) 252 Providing & Fixing Bathroom Handrail 253 (L=300mm White) 254 Providing & Fixing Handrail 255 (L=600mm White) 256 Providing & Fixing Door Handle 257 (L=500mm White) 258 PROPOSED SHOPS WITH CANTEEN 259 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 alllift , as directed by Engineer-in-charge. All kinds of soil 260 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 261 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 262 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 263 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum 264 All Work Up to Plinth Level in M-25 265 All Work Above Plinth Level in M-25 266 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 267 Foundations, footings, bases of columns, etc. for massconcrete 268 Columns, Pillars, Piers, Abutments, Posts and Struts 269 Lintels, beams, plinth beams, girders, bressumers and cantilevers 270 Suspended floors, roofs, landings, balconies and access platform 271 Reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500- 272 Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration 273 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) 274 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) 275 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6(1 cement: 6 coarse sand) 276 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 277 12 mm cement plaster 1:3( 1 cement: 3 coarse sand)finished with a floating coat of near cement 278 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 279 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 280 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 @ 2.20 kg/ 10 sqm 281 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coats on new work 282 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 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 purpose of measurement the entire treated surface will be measured 283 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 284 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 285 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 & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 286 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 287 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. 288 Frame anchor HRD-C 10x140 289 Frame anchor HRD-C 10x120 290 Providing and fixing glazed shutters for doors, windows and clerestory windows using 5 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood35 mm thick 291 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 292 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 293 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 294 (a) 250 mm x 10mm 295 (a) 200 mm x 10mm 296 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 297 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 openings /wooden frames with rawl plugs screws etc. 298 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 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 and manufacture 299 French spirit polishing :Two or more coats on new works including a coat of wood filler 300 SCHEDULEOF QUANTITIES FOR ELECTRICAL INSTALLATIONS WIRING POINTS AND SUBMAINS Point wiring in PVC Conduit 301 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. Group C 302 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 303 Circuit / Sub main wiring in PVC conduit :- 304 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. 305 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 306 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 307 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 308 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 309 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 310 20 mm. 311 25 mm. 312 32 mm. 313 S/F light plug point modular type accessories :- 314 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 A modular switch, connections etc. as required 315 S/F power plug point modular type accessories :-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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 316 S/F modular type electronic fan regulator :- 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. 317 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 318 S/F MODULAR BOXES, BASE & COVER PLATE :- 319 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 320 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 321 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) 4 way (4 + 12), Double door, horizontal type 322 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 single pole 323 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 324 40 amps. 325 63 amps. 326 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 327 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, 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. 328 G.I.EARTHING 329 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. 330 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) 331 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 332 ERECTIONOFLIGHTINGFIXTURESANDFANS 333 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 334 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 335 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 336 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 337 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 338 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 339 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 340 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, temperaturerise=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 341 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete 300 mm sweep 900 rpm 342 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 343 CONSTRUCTION OF SHOPS- ( 02 NO.) 344 EARTH WORK 345 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 346 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 347 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 348 ANTI TERMITE WORK 349 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 350 P.C.C. WORK 351 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 352 R.C.C. WORK 353 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum 354 All works upto plinth level 355 All works above plinth level upto floor V level 356 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 357 Foundations, footings, bases of columns, etc. for massconcrete 358 Columns, Pillars, Piers, Abutments, Posts and Struts 359 Lintels, beams, plinth beams, girders, bressumers and cantilevers 360 Suspended floors, roofs, landings, balconies and access platform 361 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 362 BRICK WORK 363 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 364 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) 365 FINISHING WORK 366 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 367 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 368 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. 369 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 370 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 371 DOOR & WINDOW WORK 372 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 & length ( hold fast lugs ordash fastener shall be paid for separately).Second class teak wood 373 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 374 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. 375 Frame anchor HRD-C 10x140 376 Frame anchor HRD-C 10x120 377 Providing and fixing glazed shutters for doors, windows and clerestory windows using 5 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessaryscrews. Second class teak wood35 mm thick 378 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 379 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 380 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 381 (a) 250 mm x 10mm 382 (a) 200 mm x 10mm 383 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 384 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. 385 French spirit polishing :Two or more coats on new works including a coat of wood filler 386 FLOORING WORK 387 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone 388 MISSLENIOUS WORK 389 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 aslurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed 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 Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 390 ELECTRICALINSTALLATIONS 391 WIRING POINTS AND SUBMAINS 392 Point wiring in PVC Conduit 393 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. Group C 394 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 395 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 396 Circuit / Sub main wiring in PVC conduit :- 397 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. 398 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 399 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 400 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 401 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 402 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 403 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 404 20 mm. 405 25 mm. 406 32 mm. 407 S/F light plug point modular type accessories :- 408 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 A modular switch, connections etc. as required 409 S/F power plug point modular type accessories :- 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 410 S/F modular type electronic fan regulator :- 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. 411 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 412 TELEPHONE, TELEVISION AND DATA NETWORK 413 TELEPHONE WIRING IN EXISTING CONDUIT :- 414 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 2 Pair 415 S/F MODULAR BOXES, BASE & COVER PLATE :- 416 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 417 S/F MODULAR TYPE SWITCH / SOCKET :- 418 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required Telephone Socket outlet 419 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 420 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) 421 4 way (4 + 12), Double door, horizontal type 422 6 way (4 + 18), Double door, horizontal type 423 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 single pole 424 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 425 40 amps. 426 63 amps. 427 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 428 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, 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. 429 G.I.EARTHING 430 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. 431 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) 432 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 433 ERECTIONOFLIGHTINGFIXTURESANDFANS 434 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 435 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 436 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 437 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 438 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 439 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 440 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 1 nos. RJ 45 Data Outlet 441 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 442 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 443 PROPOSED CONSTRUCTION OF SHOPS 444 SOIL WASTE & VENT PIPES AND FITTINGS 445 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. 446 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. 447 TOURIST SHELTER 448 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 449 Filling available excavated earth (excluding 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. 450 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 451 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 452 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 453 Providing and fixing formwork I/c centering, shuttering, strutting, staging, propping bracing etc. completed including its removal for : 454 Foundation, Footing, base of columns and plinth beam in any shape and size upto plinth level. 455 Columns, Pillars, Piers, Abutments, Posts and Struts 456 lintel beam, slab beam, main slab,chajja, septik tank, staircase waist slab 457 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 458 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 459 All works up to Plinth level. 460 All works AbovePlinth level & upto Floor V Level 461 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more. 462 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) 463 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 1:3 (1 cement :3 coarse sand) 464 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) 465 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 466 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 467 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 & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 468 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 469 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. 470 Frame anchor HRD-C 10x140 471 Frame anchor HRD-C 10x120 472 Frame anchor HRD-C 10x120 473 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 474 French spirit polishing :Two or more coats on new works including a coat of wood filler 475 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 476 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 477 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 478 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. 479 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 : 250x16 mm 480 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 : 200x10 mm 481 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 482 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..(40mm th.) 483 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. IN : toilet Block 484 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 any size 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. 485 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 486 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 487 Providing and fixing stainless steel ( Grade 304) railing (Make OZONE /Jindal/ JC Decaux or Equvellent) height 900 mm 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 & 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, including fixing accessories such as nuts, bolts, Plats & fasteners (Make Hilti / Bosch/ Power or Equvellent) huse anchor etc. all complete in direction engineer in charge. 488 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed 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 Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 489 Providing and fixing factory made UPVC glazed/wire mess window/ doors comprising of mullion/coupler mesh (where windows/doors ev ever required) comprising of extruded lead 4free uPVCprofiles having mintmum wall thickness of 1.70 mm for series R1 and R2 profiles and 2.10mm for Serles R3 and R4 profilles conforming to EN: 12608 in any shape, colour and designduly relnforced with galvanized mild steel section made of required shape & size as perCPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fastenersof minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 gradesleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required)shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, includingdrilling of holes for fixing hardware and drainage of water etc. After fixing frame the gapbetween frame and adjacent finished wall shall be filled with weather proof silicon sealant overbacker rod of approved size and quality, all complete as per approved drawing conformingto CP₩D specification & direction of Engineer-in-Charge._ Section of steel reinforcementand cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh 1 Glazing of plain/ toughened/ laminated/ double glass unit with / without highperformance coatings as per design requirements and conforming to IS: 3548 & IS: 16231shall be paid separately. Note:-Structural design proofcheckedfromaGovernmentEngineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 mlsec as Using R3 series with frame (55mm & above ) x (45mm & above) & sash /mullion (55mm &above) x (65mm & above). 490 PLUMBING WORKS 491 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & 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. water closet of size 780x370x690 mm 492 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:- (Make Toto/ Kohlar/ Grohe) 493 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 494 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 495 32 mm dia (for wash basin) 496 40 mm dia(for sink and urinal) 497 Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required.510x1040 mm bowl depth 200 mm 498 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 499 Providing & fixing viterous china toilet paper holder. 500 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 per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade 501 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. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 502 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. 503 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 504 SOIL WASTE & VENT PIPES AND FITTINGS 505 Providing & fixing soil, waste and vent pipes. 506 a) 100mm dia centrifugally cast iron S & S pipe. 507 b)75mm dia centrifugally cast iron S & S pipe. 508 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 509 100 mm 510 75 mm 511 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 512 a) for 100mm dia pipe. 513 b) for 75mm dia pipe. 514 Providing & fixingcast iron coller. 515 a) 100mm dia. 516 b)75mm dia. 517 Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia 518 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 519 a) 100mm 520 b) 75mm 521 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 522 100x100x100mm 523 75x75x75mm 524 Providing and fixingcast iron terminal guard. 525 100 mm 526 75 mm 527 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. 528 WATER SUPPLY PIPES AND FITTINGS 529 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 530 Internal work-Exposed on wall 531 15mm dia nominal bore 532 20mm dia nominal bore 533 25mm dia nominal bore 534 32mm dia nominal bore 535 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 536 15mm dia nominal bore 537 20mm dia nominal bore 538 25mm dia nominal bore 539 32mm dia nominal bore 540 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 541 (internal work) Exposed on wall 542 a) 15mm dia nominal outer dia pipes 543 a) 20mm dia nominal outer dia pipes 544 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 545 25 mm nominal bore 546 32 mm nominal bore 547 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 548 25 mm nominal bore 549 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 550 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 551 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 552 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 553 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 554 750 litres capacity 555 SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I 556 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. 557 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 558 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter 559 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 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). With FPS bricks of class designation 75 (i) For Sewer Line 560 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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 180 x 150 mm. size P type 561 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread 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 manufacturess 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 20mm nominal size) complete as per design. 562 ELECTRICALINSTALLATIONS 563 WIRING POINTS AND SUBMAINS 564 Point wiring in PVC Conduit 565 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. Group C 566 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 567 Circuit / Sub main wiring in PVC conduit :- 568 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. 569 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 570 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 571 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 572 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 573 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 574 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 575 20 mm. 576 25 mm. 577 32 mm. 578 S/F light plug point modular type accessories :- 579 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 A modular switch, connections etc. as required 580 S/F power plug point modular type accessories :- 581 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 582 S/F modular type electronic fan regulator :- 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. 583 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 584 S/F MODULAR BOXES, BASE & COVER PLATE :- 585 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 586 S/F MODULAR TYPE SWITCH / SOCKET :- 587 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required Telephone Socket outlet 588 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 589 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) 590 4 way (4 + 12), Double door, horizontal type 591 6 way (4 + 18), Double door, horizontal type 592 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 single pole 593 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 594 40 amps. 595 63 amps. 596 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 597 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, 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. 598 G.I.EARTHING 599 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. 600 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) 601 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 602 ERECTIONOFLIGHTINGFIXTURESANDFANS 603 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 604 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 605 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 606 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 607 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 608 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 609 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 610 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 1 nos. RJ 45 Data Outlet 611 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, temperaturerise=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. (Make : Bajaj / Crompton / Havells) 1200 mm sweep 612 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm 613 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
6.
Housing Urban and Rular Development #9446967 Technical Bid
Tender For Tourism Development And Beautification Of Arodidayi Temple At Village Anuthava, District Banda (U.P.), Tourism Development and Beautification of Arodidayi Temple at Village Anuthava, District Banda (U.P.) 2 INTERLOCKING TILE PATHWAY 3 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 4 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work . 6 Providing and laying in Cement concrete 8:4:1 ofnot less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete, including cost of form work in foundation and floors 7 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 8 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 coarse 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). 9 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 10 SURFACE PARKING & ROAD 11 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 12 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 13 Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work . 14 Providing and laying in Cement concrete 8:4:1 ofnot less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors 15 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plaln cement concrete pavement, thickness as per design, over a prepared sub |base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not Tless than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene flm, wvedges, steel plates including levelling the formwork as per drawing), spreading the concrete wilh shovels, rakes, compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints, applying debonding strips, primer sealant, dowel bars, near approaches to bridge/culvert and construction joints,_ admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 16 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 17 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 18 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 coarse 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). 19 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 20 SAND STONE PAVING 21 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 22 Providing and laying in Cement concrete 8:4:1 ofnot less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors 23 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 24 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse 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 25 SAND STONE BENCH 26 Providing & fixingSand Stone Ornamental Bench of approved design pattern (1200x450x450MM) and specifications includingc c 1 :2 :4 grouting, all materials, labour and T & P etc. required for proper completion of work as directed by engineer - in -charge 27 DUSTBIN 28 Fabrication and supply of Stainless Steel 304 grade, Sheet thickness = 1.2 mm, H=816mm OD = 374 mm,All around diamond shaped perforations, Pole Mounted with connector rods, Pole of OD = 75mm and fixing in (Size 600X600X600 ) MM of foundation block 1 :2 :4 including all materials, labor and T & P etc. required for proper completion of work as directed by engineer - in -charge 29 SINAGES 30 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 31 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage 32 LANDSCAPE & HORTICULTURE 33 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. 34 Providing and stacking of Plant (As per Architect approval) height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.( Big Tree) 35 Providing and stacking of Plant (As per Architect approval) 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..( MediumTree) 36 Providing and stacking of Plant (As per Architect approval) height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. ( Small Tree) 37 Providing and stacking of Plant (As per Architect approval) height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.(Seasonal Trees). 38 Providing and stacking of Plant (As per Architect approval), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (Shrubs) 39 Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 40 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 41 Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 42 Mixing earth and manure in specified proportion or as directed. 43 Rough dressing the trenched ground including breaking the clods. 44 Fine dressing the ground 45 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 46 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 47 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on 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, as per direction of officer in charge 48 DRINKING WATER RO SYSTEM WITH COOLAR 49 Supplying, testing , Installation of RO System 20 Ltr/ hour, Dimensions(mm) 410 (L) x 260 (W) x 520 (H), Body Material ABS Food Grade Plastic, Mounting Wall mounting, Input Power Supply Single Phase 100-250 V AC, 50-60 Hz, Total Power Consumption 60 W, Storage Capacity 9 L, etc all complete in direction of engineer in charge. 50 Supplying, testing , Installation of Stainless Steel Water Cooler with 20 L Cooling and Storage (Metallic), Colour Metallic Material Stainless Steel Item Display Dimensions 40 x 40 x 106 Centimeters Weight 30 Kilograms, 2 tap, Drain Pipe, etc all complete in direction of engineer in charge. 51 EXTERNAL LIGHTING 52 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75watt to 90 Watt. Confirming to IP66 Protection complete in all respect.CAT- AAA 53 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. 54 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 55 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 56 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) 57 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shal l be properly connected with the earth conductor by clamps etc.6.00 Sqmm 4 Core 58 25.00 Sqmm 3.5 Core 59 70.00 Sqmm 3.5 Core 60 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type 61 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.40 A TPN 62 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. 63 mm dia (OD-63 mm & ID-51 mm nominal) 63 90 mm dia (OD-90 mm & ID-76 mm nominal) 64 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. CAT-AAA 65 ENTRANCE GATE 66 Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches 67 Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work 68 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Foundation & Footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 69 As in item 3 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete) 70 As in item 3 but for thelighter beams i.e. having spans more than 6 m. (Using 1:1.5:3 Mix concrete) 71 Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 4(1 cement : 4 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. 72 Brick work in super-structure in 1:4 (1 Cement :4 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 73 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 74 12mm cement plaster in single coat on Rough 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 no extra for mixing any additive. (1) 1 cement : 3 Coarse sand. 75 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick Red Sand Stone 76 Providing and fixing structural steel frame (for dry 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 cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the 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 & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 77 Providing and fixing adjustable stainless steel cramps of approved quality, 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 work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 78 BOUNDRY WALL 79 Excavation of 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. 80 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 81 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Footingexcluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 82 Same as item no. 3 but for R.C.C Beam. 83 Same as item no. 3 but for R.C.C Column. 84 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. Fe-500 85 First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand) 86 Brick work in super-structure in1:6 cement and coarse sand mortar in superstructure for wall thickness 230 cms & below brick work. 87 12 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 Coarse sand 88 Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials. 89 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of Grill & stair case railing 90 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 91 SUBMERSIBLE BORING 92 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, upto 90 metre depth below ground level. 300 mm dia 93 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia 94 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. 100 mm nominal size dia 95 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 of Engineer-in-charge. (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 96 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 97 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 98 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 99 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 100 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 101 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 102 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 103 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 104 Supply of 100mm dia Johnson screen. 105 SEPTIC TANK & SOAK PIT 106 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth 107 In all kind of soil upto 1.5m to 3.0m. depth 108 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 40mm nominal size) 109 Class 150 brick work in1:4cement and coarse sandof2.25fineness modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc. requiredforpropercompletion of the work. 110 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item 111 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 112 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 113 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 114 Providing and fixing S.C.I. Tee 150 mm at the inlet and outlet of septic tank. 115 Providing and fixing soil, waste and vent pipes:75 mm diameter Sand cast iron S&S pipe as per IS: 1729 116 Providing & fixing of 75mm dia Sand cast iron S&S as per IS - 1729 terminal guard. 117 Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee. 118 Providing lead caulked joints to sand cast iron/ cetrifugally cast (squn) irons pipes & fitting of 50 mm dia 119 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 120 Making soak pit 2.5 mtr dia 3.0 mtr depth 121 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). 122 TOILET BLOCK 123 Excavation of 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. 124 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 125 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 126 R.c.c.work with cement approved coarse sand and2cm.(3/4) guage approved stoneballast in the proportion1:6, (1 cement : 6 aggregate)in lintels of doors and windows excluding supply ofand windows excluding supply of and windows excluding supplyof reinforcement and its fixing and binding thesame with24 BWG binding wireand including necessary centering and shuttering etc. and alsoincluding supplyof allmaterials,labourand toolsandplantsetc,required fo proper completion ofheworks.strengthof the concrete shall not beless than M-200. 127 As in item 4 above but forslabs (Using 1:1.5:3 Mix concrete) 128 As in item 4 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 129 As in item 4 but for the Footing (Using 1:1.5:3 Mix concrete) 130 As in item 4 but for the Column(Using 1:1.5:3 Mix concrete) 131 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile 132 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid)300 mm dia piles 133 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 134 Mild steel or iron workofGrill work etc.wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding andmaking holes as required completion of workfabricationofholesdoors, chaukhats nosing. 135 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, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 136 Providingandinjectingchemical emulsion for preconstructional antitermite treatmentand creating a chemicalbarrier under andalroundthecolumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the theexternal perimeter ofbinding expansion joints, surroundingofpipesandconduitsetc, complete(plinth areaof the building at ground floor only shall be measuredas per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or anyotherapprovedmaterialsuch as Heptrachlor or chordancewillbeused.The rateof application ofchemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm(4)Treatment junction ofwallandthe floor 7.5 liters/100 sqm (5)Treatmentofsoilalongexternal perimeter of building7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm 137 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 138 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 139 Same as in item no.13 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below 140 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 hingeswith necessary screws 141 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 & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 142 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 143 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type) 144 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 145 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 146 Providing and fixing bright finished brass handles with screws etc. complete. 125 mm 147 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 148 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 149 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 150 Applying Water proofing compound (Impermo of Snowcem India Ltd. ) in plaster work 1Sqm. Per Kg. 151 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 152 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matchingpigment etc, complete. 153 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 any size 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. 154 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10 sqm 155 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 156 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 157 French spirit polishing:Two or more coats on works including a coat of wood filler. 158 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 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 purpose of measurement the entire treated surface will be measured 159 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 160 Chequerred 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). Medium shade pigment using 50% white cement 50% Grey cement 161 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.10 x 60 mm 162 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 163 Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects. 164 Same as in item no. 1 but for fan. and light duty exhaust fan 165 Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc. 166 Add for light / fan points with modular type switches in place of piano type switches 167 Add for plug point with modular switch & socket in place of piano type switch & socket 168 Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work 169 Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects. 2 x 4 sq. mm.In 20 mm dia conduit. 170 2 x 10 sq. mm.In 25 mm dia conduit. 171 S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge. 12 WAYS 172 Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic) 173 S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic) 174 S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal. 175 Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . 176 Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site. 177 Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc. 10 sqmm 2core 178 Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm. 179 Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor. 10 sqmm 2core 180 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects. 181 Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 182 Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect. 183 Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA 184 Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect. 185 Supply, laying, jointing, testing and commissioning ofISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable layinghaving corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing all fittings i.e. sockets, couplers, reducers, end caps etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches tocomplete the works in all respects. (Make : Duraline / Jain / AKG) 63 mm. ID / 78mm OD 186 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm 187 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 188 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed 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 189 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 190 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin) 191 40 mm dia(for sink and urinal) 192 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 193 Providing & fixing viterous china toilet paper holder. 194 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal 195 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 per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 196 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. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 197 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. 198 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 199 Providing & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe. 200 b)75mm dia centrifugally cast iron S & S pipe. 201 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 100 mm 202 75 mm 203 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. 204 b) for 75mm dia pipe. 205 Providing & fixingcast iron coller. a) 100mm dia. 206 b)75mm dia. 207 Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia 208 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm 209 b) 75mm 210 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm 211 75x75x75mm 212 Providing and fixingcast iron terminal guard. 100 mm 213 75 mm 214 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 15mm dia nominal bore 215 20mm dia nominal bore 216 25mm dia nominal bore 217 32mm dia nominal bore 218 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 15mm dia nominal bore 219 20mm dia nominal bore 220 25mm dia nominal bore 221 32mm dia nominal bore 222 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work)Exposed on wall a) 15mm dia nominal outer dia pipes 223 a) 20mm dia nominal outer dia pipes 224 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 25 mm nominal bore 225 32 mm nominal bore 226 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore 227 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 228 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 229 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 230 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 231 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 750 litres capacity 232 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. 233 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 234 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter 235 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 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). With FPS bricks of class designation 75 (i) For Sewer Line 236 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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 180 x 150 mm. size P type 237 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread 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 manufacturess 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 20mm nominal size) complete as per design. 238 Supplying and fixing & Fixing Handicapped Toilet Accessories installation in grade 304 stainless steel, 2.0 mm wall thickness(Make Ozone/ Dorma/ Kitch).Providing & Fixing Lift-up Support Rail(L=600mm Ø35mm White) 239 Providing & Fixing Support Rail(L=600mm Ø35mm White) 240 Providing & Fixing Bathroom Handrail (L=300mm White) 241 Providing & Fixing Handrail (L=600mm White) 242 Providing & Fixing Door Handle (L=500mm White) 243 SANSCKRITIK STAGE 244 Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches. 245 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. rate to include cost of all material s, labour and T&P etc. required for proper completion of work. 246 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 247 Providing and laying in Cement concrete 1:4:8 (1 Cement : 4 apprroved coarse sand : 8 graded stone 40 mm nominal size)including supply of all materials lobour T&P etc. required for proper completion of the work and curing complete, also including cost of form work in foundation and floors 248 Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surroundings of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m. 2) Back fill in immediate contract with foundation 7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5 Litres per Sq.M. (4) Treatment of soil along External Perimerter of Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M 249 R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 6 aggregate) in Lighter Beamexcluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 250 As in item 6 above but 1:1.5:3 for Slab 251 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. 8mm to 32 mm dia bar Fe-500 252 Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 6(1 cement : 6 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. 253 12 mm thick cement plaster in single coat of fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers, and or rounded anglesnot exceeding 80 mm, in girth and finshed even and smooth.:1:6 (1 cement: 6 Coarse sand) , 254 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. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 255 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineerin-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. 256 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 & 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.). 257 MULTIPURPOSE HALL 258 Excavation of 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. 259 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 260 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 261 Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work . 262 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 263 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum For Lintel Band 264 As in item 4 above but forslabsin M-25 265 As in item 4 but for the lighter beams in M-25 266 As in item 4 but for the Footing in M-25 267 As in item 4 but for the Column in M-25 268 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile 269 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 300 mm dia piles 270 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 271 Mild steel or iron workofGrill work etc.wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding andmaking holes as required completion of workfabricationofholesdoors, chaukhats nosing. 272 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete 273 Columns, Pillars, Piers, Abutments, Posts and Struts 274 Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 12 mm thick 275 Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 276 Providingandinjectingchemical emulsion for preconstructional antitermite treatmentand creating a chemicalbarrier under andalroundthecolumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the theexternal perimeter ofbinding expansion joints, surroundingofpipesandconduitsetc, complete(plinth areaof the building at ground floor only shall be measuredas per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or anyotherapprovedmaterialsuch as Heptrachlor or chordancewillbeused.The rateof application ofchemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm(4)Treatment junction ofwallandthe floor 7.5 liters/100 sqm (5)Treatmentofsoilalongexternal perimeter of building7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm 277 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 278 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 279 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 280 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 & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 281 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 282 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type) 283 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 284 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 285 Providing and fixing bright finished brass handles with screws etc. complete.125 mm 286 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 287 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 288 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 289 Applying Water proofing compoundin plaster work 1Sqm. Per Kg. 290 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 291 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 292 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. 293 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. 294 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10 sqm 295 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 296 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 297 French spirit polishing:Two or more coats on works including a coat of wood filler. 298 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: Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed withwater 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 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 minimumthickness at khurra as 65 mm. 299 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.10 x 60 mm 300 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 301 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work 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 etc. shall be paid for separately) Red sand stone - 30mm thick gang saw cut stone 302 Providing and fixing structural steel frame (for dry 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 cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the 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 & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 303 Providing and fixing adjustable stainless steel cramps of approved quality, 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 work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 304 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone 305 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse 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 306 Wiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 307 Same as item No.(1) but for fanandlight duty exhaust fan. 308 Same as item No.(1) but for5 Amp plug point with piano type switch and socket etc. 309 Supply and wiring of submain 2 number 2.5 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 1.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 310 Supply and wiring of submain 2 number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FR PVC insulated multistranded copper conductorcable as earth contunity wire etc. complete in all respects. 311 Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4.0 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 312 Supply and wiring of submain with 4 number 10 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in32 mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects. 4 X 10 sqmm 313 Supply and wiring of submain with 4 number 16 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in32 mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects. 4 X 16sqmm 314 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work .( for Telephonepoints) 315 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects. 316 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 317 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 318 Supplyfixingofelectronic fan regulator 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 319 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT-A 320 Supply & fixing of single wall light bracket made of brass on matching polishedMDFEG boardbrassincludingconnectionetc. as required. 321 Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. CAT-A 322 Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT-A 323 Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 600x480x200 mm. size 324 Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work.600x480x200 mm. size 325 Supply and fixing of flush/surface mounting distribution boards complete in all respects. 6 Way TPN 326 Supply and fixing of 240 volts L series miniature circuit breaker 6 Amp. To 32 Amp. (10 K A ) in existing MCB, DB complete with connections as required.6 - 32 amps. 327 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.40 Amp. 4 Pole MCB(10 KA) 328 63 Amp. 4 Pole MCB(10 KA) 329 Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 330 Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge. 331 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 332 Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 333 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 334 Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects. 335 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.as per direction of Engineer-Incharge.complete in all respect The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 120 sqmm 3.5 core 336 Supply, installation, testing and commissioning of electrical pane, 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 2.2mm 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. 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. OR outgoing as per site requirment 337 Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. 338 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 339 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. 110mm 340 Supply and erection of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required 341 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 pipes110 mm diameter 342 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler 110 mm 343 Shoe (Plain) 110 mm 344 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. 110 mm 345 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 346 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
7.
Housing Urban and Rular Development #9446947 Technical Bid
Tender For Proposed Construction Eco-Tourism Development Of Dhandhraul Dam, Sonbhadra District-Sonbhadra, 1 Proposed Construction Eco-Tourism Development of Dhandhraul Dam, Sonbhadra District-Sonbhadra. 2 Civil 3 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock 4 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 5 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 6 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. 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 of work. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) 8 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:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 9 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 10 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands,plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing andreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 12 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) 13 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 3 coarse sand) 14 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) 15 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 16 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. 17 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) 18 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) 19 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 level and the like. 20 Providing and fixing specified wood frame work consisting of battens 50x25 mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete.Kiln seasoned and chemically treated hollock wood 21 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. 22 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing 23 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 24 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 coarse sand 25 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 no extra for mixing any additive. (1)1 cement : 6 coarsesand. 26 12mm thick plaster in 1:3 on ceiling and soffitsof stairs upto floor two level. 27 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 28 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 any size 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. 29 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 30 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting andfinishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm 31 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc.complete.Size of Tile 600x600 mm 32 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 33 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. 34 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 35 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 of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby redArea of slab over 0.50 sqm 36 Chequered terrazo 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 coarse sand) :Light shade pigment using white cement 37 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). 38 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 & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 39 Providing and fixing panelled or panelled and glazed shutters 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 direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)Second class teak wood 40 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.Float glass panes 41 Second class teak wood 42 4 mm thick glass pane (weight not less than 10 kg/sqm). 43 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 openings /wooden frames with rawl plugs screws etc. 44 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 45 (a) Single leaf 46 Both side laminated 47 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 gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 48 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 @ 0.90 litre/10 sqm) 49 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal wall surface) 50 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. 51 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. 52 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 53 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 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 and manufacture 54 French spirit polishing :Two or more coats on new works including a coat of wood filler 55 Supply & fixing clay tiles of 10X16 inches on roof including the cost of Ridge, typical caly tile, edge tiles and inlcusion of glass tiles in color and finish as per drawing approved from Architect in charge, and supply of all materials labours & tools etc required for safe erection and cost of adhesive, waterproof membrane and MS frame of L profile/rectangular hollow sections required for fixing and supprting the tiles., also includes the cost of all the necessary fitting and required for completion of the work as per Engineer in charge. 56 Providing and fixing of wooden Jali, necessary brass screws etc. to suit shutter thickness complete. 57 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 58 Providing & fixing Stainless steel sliding door bolts with nuts and screws etc complete. (a) 250mm x 16mm . 59 Providing and fixing stainless steel tower bolts (barrel type) with necessary screws etc. complete 60 (a) 300 mm x 10mm 61 (b) 200 x 10mm 62 Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm 63 Providing and fixing at all height false ceiling of 4 mm thick phenol bonded Bamboo Mat board (595x595 mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 mm c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64 mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-incharge. 64 Providing and fixing false ceiling at all heights 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, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm 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.]. 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 to G.|. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , 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 anufacturer’s 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 : 65 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 66 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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 seamless type tubes 67 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 55 mm) 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. 68 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm 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 : Gutter (600 mm over all girth) 69 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm 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) 70 Centering and shuttering including strutting, propping etc. and removal of form for: 71 Foundations, footings, bases of columns, etc. for mass concrete 72 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 73 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 74 Columns, Pillars, Piers, Abutments, Posts and Struts 75 Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. 76 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+ 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+ 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (+ 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+ 0.1 mm) wall thickness . 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 manufacturer’s specification and direction of Engineer-in-charge 77 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, EPDM gasket, 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). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 78 Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi point locking system. (Height above 1.8m) 79 French spirit polishing :Two or more coats on new works including a coat of wood filler 80 Float glass panes4 mm thick glass pane (weight not less than 10kg/sqm). 81 ELECTRICAL- 82 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. 83 Group - C 84 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. 85 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 86 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 87 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 88 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 89 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. 90 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. 91 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 92 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 93 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 94 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. 95 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm 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 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 96 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) 97 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 98 Upto 450 mm sweep 99 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 100 Supply of 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. 101 Supply of Recess/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. 102 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). 103 Supply of Recess 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. 104 Supply of Recess 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 105 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 106 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 107 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 108 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 109 300mm EXHAUST FAN 110 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) 111 4 Way Double door 112 6 way Double door 113 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 114 40 amps TP MCB 115 40 amps 4P MCB 116 63 amps 4P MCB 117 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. 118 25 amps 119 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. 120 Single pole 121 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 122 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. 123 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) 124 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 125 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. 126 Up to 35 sq.mm. 127 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 128 Upto 35 sq. mm (clamped with 1mm thick saddle 129 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 130 4 x 25 sq.mm 131 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. 132 3½ X 25 sq. mm (28mm) 133 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 134 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 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cementcomplete as per standard design : 135 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 136 EXT ELECTRIFICATION. 137 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 138 FEEDER PANEL 139 Incoming : 140 One No 160 Amp. 4P MCCB of 35KABreaking capacity 141 Metering : 142 One (1) No. SetsMultifunction Meter each incoming 143 One (1) No. of Phase Indication Lamp each incoming 144 Bus Bar : 145 One (1) No. 200 Amp.TPN aluminimum bus bar of suitable length. 146 Outgoing : 147 Phase indication lamps on each outgoing to be provided. 148 63 Amps FP MCB of 10KA - 1 No 149 16 Amps DP MCB of 10KA - 15 No 150 2 No. SPACE & SPARE 151 Panel described as above 152 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 153 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 154 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. 155 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) 156 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 157 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 158 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. 159 Up to 35 sq.mm. 160 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 161 3.5 x 70 sq.mm 162 3 x 6 sq.mm, 163 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. 164 2 X 6 sq. mm (19mm) 165 3½ X 70 sq. mm (38mm) 166 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. 167 100mm dia 168 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 169 90 mm dia (OD-90 mm & ID-76 mm nominal) 170 ProvidingandfixingHT danger notice plate 250 mm x 200 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required. 171 Supplying andFixing of Fire buckets, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge. 172 Supply and fixing of fire extinguishers, ABC Type 9.00 kg. capacity(ISI Marked IS : 15683 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 173 Supply and fixing of CO2 typefire extinguishers, 4.50 kg. capacity(ISI Marked IS : 2878 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 174 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 100 mm 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 20 mm 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 : 175 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 176 Supplying, installation & testing of 7.0 m high octagonal GI pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 J0) with top diameter as 75mm and bottom dia as 150mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16A SP MCB, loop-in-loop out terminals for 2nos. 2Cx6 sq.mm YWY cables and 2x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc. 177 Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body and lenses suitable for 45Watt. to 50 Watt andConfirming to IP66 protectionhaving Company LOGO Engravedcomplete in all respect with 4000-5000 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Avg Life Class 50000Hrs@L70,fitting itself suitable for 60-65mm OD pipe 178 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. 179 Double pole 180 S & F cast aluminium 4 mtr. Pole for post top light complete as required. 181 Supply and fixing of decorative 30 to 40 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect. Make Havells 182 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect 183 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 184 Supply and fixing of 3 Watt to 10 Watt LED Step light luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 66 Protection complete in all respect. 185 Supply & fixing of 16 mtr High mast shaft with 8 Nos. 300W LED light of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc, completee in all respect. 186 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 187 1 output per phase and suitable for single phase supply 188 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 189 Above 6.5 metre and upto 8.0 metre 190 Supplying and embedding following dia G.I. pipe (medium class)in pole collar/ foundation (during casting) for cable entryincluding bending the pipe to the required shape complete asrequired 191 32 mm dia 192 Supply, Installation, Testing and Commissioning of LED RGB/RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270V AC, 50Hz with power factor>0.9. Fixture shall be suitable to operate atanambient temperaturerangeof-10°Cto+50°Candshallbe IP65andIK06rated.LifetimeshallbeatleastL70:50000burninghoursat50°C.LuminaireshallbeconformingtoBIS(IS10322)andshallbecompletewithallnecessaryaccessoriesrequiredforproperworkingoffixtureincludingweatherproofconnectioncables,waterproofconnectorsetc. as required. 193 45W /40W 194 PLUMBERING. 195 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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: 196 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 197 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 : 198 W.C. pan with ISI marked white solid plastic seat and lid 199 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: 200 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 201 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 unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 202 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 203 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: 204 Kitchen sink without drain board 205 510x1040 mm bowl depth 250 mm 206 Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth 207 Granite stone of approved shade 208 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter 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. 209 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 210 Flexible pipe 211 i) 32 mm dia 212 ii) 40 mm dia 213 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 214 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 215 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. 216 Circular shape 450 mm dia 217 Providing and fixing 600x120x5 mm glass shelf with edges round off, 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. 218 Providing and fixing toilet paper holder : 219 C.P. brass 220 Providing and fixing soil, waste and vent pipes :100 mm diaCentrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 221 75 mm O.D. 222 100 mm O.D. 223 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. 224 75 mm 225 110 mm 226 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 227 75 mm O.D. 228 110 mm O.D. 229 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 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 230 75 mm 231 110 mm 232 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 233 Shoe (Plain) 234 75 mm Shoe 235 110 mm Shoe 236 Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989 237 75 mm size 238 110 mm size 239 Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989 240 75 mm size 241 110 mm size 242 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989 243 75 mm size 244 100 mm size 245 Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 246 75 mm 247 100 mm 248 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 : 249 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 250 20 mm nominal outer dia pipes 251 25 mm nominal outer dia pipes 252 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. 253 Internal work - Exposed on wall 254 20 mm nominal outer dia Pipes 255 25 mm nominal outer dia Pipes 256 32 mm nominal outer dia Pipes 257 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. Concealed work, including cutting chases and making good the wall etc. 258 15 mm nominal outer dia pipes 259 20 mm nominal outer dia pipes 260 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 261 40 mm dia, nominal bore 262 50 mm dia, nominal bore 263 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 264 25mm dia, nominal bore 265 Providing and fixing uplasticised PVC connection pipe with brass unions : 266 45 cm length 267 15 mm nominal bore 268 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 (internal work -exposed on walls) 269 20 mm nominal outer dia pipes 270 25 mm nominal outer dia pipes 271 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 272 20 mm nominal bore 273 Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 274 15mm nominal bore 275 20mm nominal bore 276 25mm nominal bore 277 32mm nominal bore 278 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 279 15mm nominal bore 280 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 281 15mm nominal bore 282 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 283 15 mm nominal bore 284 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 285 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth 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 : 286 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 287 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 fine sand) including testing of joints etc. complete : 288 150 mm O.D. 289 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 : 290 110/100 mm diameter pipe 291 160/150 mm diameter pipe 292 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: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 293 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : 294 Inside size 90x80 cm and 45 cm deep including C.I. coverwith 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 295 Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole. 296 (a) Size 900 x 800 mmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 297 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. 298 75 mm 299 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. 300 Bend without door (87.5°) 100MM BEBD 301 Bend without door (45°) 100mm 302 75mm 303 Y Fitting without door 100mm 304 75mm 305 Reduced Y Fitting without door 100mm x 75mm 306 Single Tee without door 110mm 307 75 mm 308 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. 309 32mm dia. Pipe Elbow (90°) 310 32mm 45 311 Elbow (45°) 32mm 312 T fitting 32mm 313 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. 314 110mm x 75mm x 50mm/40mm (Toilet) 315 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. 316 110mm x 75mm (Toilet) 317 FACAD LIGHTING. 318 Supply of 1000mm long rigid architectural Dynamic RGBWLED Linear wall washer light with housing made of Extruded aluminium& die-cast aluminium end caps. The luminaire shall have electrostatically applied polyester powder coating finish.The luminaire’s integrated brackets shall be made of extruded aluminium & the same shall be so designed that the luminaire can be tilted from -90° to +15°. The luminaire shall have IP66 protection.The fixture shall havebeam angleAssymteric beamthe lens shall be made of anti-aging & anti UV PMMA/ PC material.The optical cover shall be made of IK06 rated. The LEDs shall have minimum CRI ≥80 for white light & shall have SDCM≤3. The fixtures shall be installed with IP67 connectors. The luminaire shall have system wattage range between 35-40W and fixture should be operated with 24V IP66 external DC driver for ease of maintenance. Fixture shall be specially designed and able to sustain the operating temperature range of 0°C to 45°C . The luminaire shall have declared life of 35,000 burning hours at L70.The luminaire should have loop in loop out provision for power and DMX Signal.Luminaire shall have 4 DMX channel with Integrated DMX decoder The luminaire shall have class I insulation.The luminaire shall be compatible with DMX512 controller. The luminaire shall be capable of 8-bit control of RED, Green, Blue & White (W=4000K) to produce 16.7million colours. Following certifications/reports to be submitted : product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers.Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 319 Supply of Circular shape architectural throw adjustable Dynamic RGBWLED flood light withhousing made of Die-cast aluminium. The luminaire shall have electrostatically applied polyester powder coating finish. The luminaire shall be so designed that the luminaire can be tilted to ±90°. The bracket shall have locking mechanism to fix & secure the desired tilt angle. The luminaire shall haveproper IP66 protection. The fixture shall have 15 to 60 degree beam angle the lens shall be made of anti-aging & anti UV-PMMA / PC material should be IK06 rated. The LEDs shall have minimum CRI ≥80 for white light & shall have SDCM≤3. The fixtures shall be installed with have IP67 connectors. The luminaire shall have system wattage range 20W-25W . Fixture should be operated with 24V IP66 external DC driver for ease of maintenance. Fixture shall be specially designed and able to sustain the operating temperature range of 0°C to 45°C . The luminaire shall have declared life of 35,000 burning hours at L70.The luminaire should have loop in loop out provision for power and DMX Signal.Luminaire shall have 4 DMX channel with Integrated DMX decoder The luminaire shall have class I insulation.The luminaire shall be compatible with DMX512 controller.The luminaire shall be capable of 8-bit control of RED, Green, Blue & White (W=4000K) to produce 16.7million colours. Following certifications/reports to be submitted: product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 320 Supply of 150W RGBW LED Flood light with System Lumen Output of Minimumwith all channel ON. Fixture shall be made up of Extruded Aluminum Housing for better heat decapitation having IP66 Dust and Water Protection for Outdoor usage. The Luminaire should have multiple beam options of 11/15/30/60° to be used as per design requirement. The luminaire should have loop in loop out provision for power and DMX Signal. Luminaire shall have 4 DMX channel with Integrated DMX decoder. Luminaire should be capable of operating at 24VDC , with External IP66 24Vdc Driver. Luminaire and Driver should be Made in India. Luminare, Driver and controller should be with same make. Wipro Cat Code : LF27 Mega Flood or Equivalent make in Philips and Ligman. 321 Supply of Dynamic Colour Changing 4 Mtr longflexible RGB LED PU Coated Strip light with IP68 protection suitable for outdoor applications. Strip should have 10-14W per meter. The LED Strip should have integrated aluminium C channel for mounting.Fixture should be able to workambient temp range of 0degC to +45degC and should be theft proof type. The LEDs used should be with RGB CCT, the Fixture should have Dotless Homogenous Light source with integrated diffuser as part of striplight for better rugedness and diffused illumination with low glare and DOT free illumination.Luminaire should be capable of operating at 24VDC , Driver, and controller should be with same make. The luminaire shall be compatible with DMX512 controller. Following certifications/reports to be submitted: product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 322 DMX 323 Supply of Lighting playback controller with minimum following specifications: • DMX Output- 1024 (2x512, 2Uni.) channels • Input Ethernet (RJ45, DHCP or static IP), USB-C • Networks Ethernet, Internet, WIFI compatible when connected to a router • Multiple Zone 10 Zone, play 10 scene/sequence per time in Stand Alone • Memory o Micro SD Card ( max. 256 GB ) o 8Mb Internal memory (No SD required) • Stand Alone options o Art-Net and sACN from SD card, including triggers (4x512) o Master / Save Synchro (32 max wired / 128 max Ethernet) o Commands from the Contacts (speed, scene, dimmer, zone) o Default start scene, Scene priority, Cross Fade time between scenes o Automatic Scene Recovery if the power is cut off and 16-bit and fine channel management • Triggers options o RS232 In/Out (16 characters max for RS232 triggers, commands or orders) o UDP / Ethernet triggers and commands (from SDK) o Real Time Clock and calendar for each scene (Hour, Day, Week, Month, Year) o 12 smart Contacts on 3~5V (On, On/Off, Release, Restart, Scene Priority, 31 contacts max) Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 324 Supplyof Amplifier/Splitter with 6-output DMX splitter with DMX signal boosting. This unit takes the incoming DMX signal and splits the signal into six separate output channels allowing for expanding the number of devices controlled from 32 to 6X32. Power consumption should not be more than 5W. The Compact signal amplifier shall support optically/magnetic isolation protection, protects the controllers and ensures that the DMX signal can be normally transmitted to various luminaires, improving the reliability and stability of the entire control system. The controller shall be compact in size & shall be minimum IP20 rated. Amplifiershould be able to amplify the signal for up to 200m.The amplifier shall have male-female XLR connectors. On the input & output side the amplifier shall have cable with IP67 6-Pole XLR connector.Housing - MS/AluminumThe output terminals are optically isolated from the input and share a common ground reference. All six output ports have an independent output driver and ELV transformer to boost the DMX signal.1: 6 Way DMX Splitter/Booster ,Optically isolated DMX Input/OutputsIndividual coil transformer for each output , Surface/Rack/Floor/Celling mountable with provide mounting accessoriesRefined and filtered data Cable 3 core 0.75sq.mm cable.Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 325 Supply of WL-Button 6 Flush-mounting wall panel 6 dry Button panel with a 16 port connection. Button system should have trigger to control light with responsive, reactive programming. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 326 Programming Extra 327 HORTICULTURE WORK. 328 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). 329 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 330 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 331 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 332 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 333 Rough dressing the trenched ground including breaking the clods. 334 Fine dressing the ground 335 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 good earth shall be paid for separately). 336 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 337 officer in charge 338 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 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeOrdinary rock 339 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) 340 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 341 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). 342 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) 343 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. 344 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. 345 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. 346 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. 347 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 348 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. 349 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. 350 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. 351 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. 352 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. 353 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. 354 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. 355 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. 356 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. 357 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. 358 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.. 359 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, PeruvianaOdissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plasticpots & as per direction of the officer-in-charge. 360 Providing and stacking of Petra volubilis of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 361 M.S. PERGOLA 362 Supply & Installation of wooden Gazebo of specification Shape Pyramid, Waterproof, Material – Wooden, Frame,Finishing - Painted Size- 4.8X 4.8 m with projection. 363 The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. 364 After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurrymixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. 365 The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) 366 P/Laying of stemped pathway including complete work. 367 P/Laying of Pebble Stonepathway including complete work. 368 Providing & fixing White/Colored River (Stone) Pebbles size of 1 to 2 dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 369 P/Laying ofStonepathway (cutting Only.) 370 P/Laying of interlocking work including complete work. 371 KIDS PLAY- 372 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock 373 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 374 Supplying and stacking at site. 375 Red bajri 376 Providing and fixing at site factory manufactured ready to install at site various swings for children play areaSPRIAL SLIDE - 1.5 m long 377 Providing and fixing at site factory manufactured ready to install at site various swings for children play areaSEE-SAW 378 BORING PUMP. 379 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 below ground level. Rocky strata including Boulders. 380 300 mm dia 381 350 mm dia 382 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 383 300 mm dia 384 350 mm dia 385 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. 386 100 mm nominal size dia 387 150 mm nominal size dia 388 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 of Engineer-in-charge. 389 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 390 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 391 150 mm Dia 392 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 393 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 394 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain &brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge. 395 50 mm nominal size dia 396 Electric logging of bore hole 397 Supply and Installation of 2.0 HP Submersible pump set complete 398 TOURIST FACILITY. 399 Providing & fixing ofred Sandstone/MS bench with Ornamentetion on armrest (size 1050mm length and 450mm and height 450 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 400 Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 401 Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 402 Signage-A 403 Signage-C 404 Specification of WAE-Drinking Water(Receiving, storing, handling, shifting, installation, testing & commissioning ofWAE. AENON.45.CHA Pou Water Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr,Ambient-25Ltr including all accessories complete in all respect etc. (Make - Voltas or Equivalent)) 405 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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8.
Housing Urban and Rular Development #9443236 Technical Bid
Tender For Construction Of Chakrateertha Kund Complex And Other Truism Development Work At Naimisharanaya, District- Sitapur (U.P.), 1 Construction of Chakrateertha Kund Complex and Other Truism Development work at Naimisharanaya, District- Sitapur (U.P.) 2 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 3 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil l (1.5m to 3.0m) 4 Filling available excavated earth (excluding 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. 5 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 6 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 7 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 8 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 derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 10 Centring and shuttering including strutting,propping etc. and removal of form for 11 Foundations, footings, bases of columns etc. for mass concrete. 12 Suspended floors, roots, landings, balcnies and access platform. 13 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 14 Columns,Pillars, Piers, Abutments, Posts and Struts 15 Stairs,(excluding landings) except spiral-staircaces. 16 Weather shade,Chajjas, corbels etc. including edges 17 Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of deshutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roots, laning, beams and balconies (Plan area to be measured) 18 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 19 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement contant of 330 kg/cum All works upto plinth level 20 Concrete of M25 grade with minimum cement content of 330 kg /cum 21 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. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. 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 -in-Charge. (Material shall conform to ASTM 6063). Floor Joint of 100 mm gap 22 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 arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency 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 conform to ASTM 6063). Wall Joint of 100 mm gap 23 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 centering arragement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. 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 conform to ASTM 6063). Roof Joint of 100 mm gap 24 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) 25 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) 26 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) 27 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 28 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. Granite stone slab of colour black, Cherry/Ruby red 29 Area of slab upto 0.50 sqm 30 Area of Slab over 0.50sqm 31 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work. 32 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. 33 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter 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. 34 Providing and fixing 12 mm toughened glass partition with neccessary fittings and Applying clear silicon on joints complete in all respect. 35 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 36 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edge 37 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. 38 Float glass panes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). 39 Providing & 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. 1.0 mm thick 40 Providing and fixing Single Glazing 6mm thick ET 125 series (Saint Gobain)toughened glass complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor = 0.45, U-Value = (W/sq.m-K) 5.7W /M2K, Visible light transmittance = 0.30) 41 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 42 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortice lock with key cylinder fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 43 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 300 mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 44 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 150mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 45 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 46 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 47 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with 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.. 48 Providing and fixing approved brand and manufacture SS 304 grade Top & Bottom Patch fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 49 Providing and fixing approved brand and manufacture SS 304 grade H type 900mm Pull Handle with 32mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 50 Providing and fixing approved brand and manufacture SS 304 grade Center Patch Lock wih Cylinder complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 51 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 52 Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge 53 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube 54 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 55 Providing and fixing expansion hold fasteners 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 10 mm 56 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backingfilled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone - exposed face fine dressed with rough backing 30 mm thick 57 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 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 58 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 coarse sand), including making the necessary chases 59 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 60 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 IS: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 61 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm 62 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 63 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, including grouting of joints (Payment for grouting of joints to be made separately) Size of Tile 600x600 mm 64 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 any size 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. 65 Providing and laying 18 mm thick leather finish steel grey granite stone flooring in required design and patterns, in linear as well as curvilinear portions in building flooring, footpath etc. all complete as per the architectural drawings with over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 66 Providing and fixing machine cut, mirror/ eggshell 18mm thick leather finish steel grey granite stone work 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 cement : 3 coarse sand) laid and jointed with 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. 67 Applying breathable, non-reactive,antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 68 Supply, fabricating, transporting, hoisting and fixing in position good quality durable Mirzapur sand stone/ any other type of sand stone in various elements for all level all height.Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in shade for each elements. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with differant process ofi.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The drawings provided are vary preliminary and amount of carving will be more then what is shown on the drawings. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 69 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. White sand stone 70 Providing and laying Laminate wooden flooring (Grade AC4, 8 mm thick Ambience Premium-AC4 ), having a good backing layer made up of plastic laminate or melamine as specified by the manufacturer and approved by Engineer-incharge. 71 Providing and fixing 40mm thick cladding comprising of Wooden framework using 25mx50mm sections at a maximum spacing of 600mm in any one direction (including adding members as required) covered with12mm thick BWP ply layered with 4mm thk. veneer on one sidepasted and pressed with adhesive to give a uniform and smooth finish, including4mm thk. S.S. strip framework on all sides of veneer panels with wooden member surround, top moldings / margins, melamine polish etc. to finish the thickness, as shown complete in drawing. All members / ply etc. shall be treated with anti-termite solution as per norms. No extra shall be paid for making of openings, door / window frames and for making provisions for electric conduits. etc. all complete as per direction of Engineer-in-charge. 72 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 73 Providing and fixing Granite stone gang saw cut (polished and machine cut) of thickness 18mm for wall lining, backing filled with a grout of average 12mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar with an admixture of pigment to match the granite shadeetc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 74 12mm cement plaster of mix : 1:6 (1 cement : 6 fine sand) 75 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) 76 6 mm cement plaster to ceiling of mix : 1:3(1 cement: 3 coarse sand) 77 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 78 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. 79 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 80 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 81 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. Two or more coats on new work 82 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 83 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 84 Two or more coats on new work 85 Melamine polishing on wood work (one or more coat) 86 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, 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 to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , 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 manufacturer’s 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 : 87 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) 88 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 89 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 Powder coated aluminum (minimum thickness of powder coating 50 micron) 90 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminum (minimum thickness of powder coating 50 micron) 91 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600 Upto 10 mm depth and 10 mm width 92 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & 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). 93 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick 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 94 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. 95 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 96 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. without disturbing the other structural elements. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 97 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. without disturbing the other structural elements such as column, beams & slab. 98 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 cement mortar 99 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 100 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 101 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 102 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 103 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. 104 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 105 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. 106 Supplying and stacking at site dump manure screening by 4.75 mm sievefrom approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 107 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 includingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost ofmanure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep 108 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 109 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper 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, as per direction of officer-in-charge. 110 Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 111 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPEbag as per direction of the officer-in-charge. 112 Providing and displaying of Dracaena margineta plant, having ht. 30 cm to 45 cm with colorful leaves, fresh and healthy in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 113 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e lawn trees,shrubs, hedge, flower beds,foliages,creepers etc including hoeing, weeding pruning replacement of plants, gap filling, watering,mowing of lawn,grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecting sites,pesticide and fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office in charge. (cost of good earth,menure, fertilizers, insecticide , pesticide,lawn mover and brush cutter with fuel will be provided by the department and other T/P material/articles shall be provided by the contractor. Open spaces (1Mali for 3.00 Acre). 114 Providing and fixing watercloset squatting pan (Indian type WC pan) with 100mm sand cast Iron P or S Trap, including wall hung cistern & installation kit with duel flush fitting (2.0/4.0 lts. per flushing), conforming to IS 7231, with all fittings & fixtures complete including cutting and making good the walls and floors wherever required.( MAKE-1 : JAQUAR, MODEL NO. INDIAN WC : ECS-WHT-453LE & CISTERN : WHC-WHT-184BTTG OREQUIVALENT.) White vitreous china Orissa pattern WC pan of size 415 x 515 x 255mm . 115 Providing and fixing white vitreouschina extended wall mountedwater closet of size 350 X 545 X 380mm of approved shape including providing and fixingof concealed cistern with duel flush fitting (2.0/4.0 lts. per flushing), including sheet cover, and cistern fittings, nut bolt gasket,chair etc complete. ( MAKE-1: JAQUAR, MODEL NO. WALL MOUNTED WC : FLS-WHT-5953 & CISTERN & FACE PLATE :JCS-WHT-2400SG & JCP-CHR-152415 OREQUIVALENT.) 116 Providing and fixing white vitreous china flat back half stall urinal of size 370 x 315 x 620mm with urinal valve auto closing system (0.75 lts. per flushing) with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :. ( MAKE-1: JAQUAR, MODEL NO. URINAL : URS-WHT-132530 & URINAL VALVE AUTO CLOSING :PRS-CHR-077G OREQUIVALENT.) 117 Providing and fixing white vitreous china Oval shaped wash basin for top/under counter mounting with15 mm C.P. brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls whereever required. ( MAKE-1: JAQUAR, MODEL NO. WASH BASIN : FSS-WHT-29601 & BASIN MIXER :FLR-CHR-5001BG & WASTE COUPLING : ALD-CHR-705 OREQUIVALENT.) White Vitreous China Oval shaped Wash basin size 545 x 545 x 180mm with 15mm CP Brass single hole basin mixer with flow rate 2.5 litre per minute at 3 bar . 118 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 requiredKitchen sink with drain board 119 510x1040 mm bowl depth 250 mm 120 Providing and fixing hand shower (Health faucet)with 1.2mtr long with 8mm dia Easy Flex Tube with wall hook and flow restrictor withflow rate 6 litre per minute at 3 bar in chrome finish and wall hook. ( MAKE-1: JAQUAR, MODEL NO. HEALTH FAUCET : ALD-CHR-573GA OREQUIVALENT.) 121 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. ( MAKE-1: JAQUAR, MODEL NO. BOTTLE TRAP : ALD-CHR-769L300X190 OREQUIVALENT.) 122 Providing and fixing Differecially abled toilets including Wash basin, Water closet,Cistern, grab bars & hand rails etc. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge. For physically handicap person consisting of; 123 Wall mounted WC Pan-01 no. withbuilt in Jet of Cera CAT no.S1046105 124 Concealed Cistern Cistern-01 no.of Cera CAT no. B1110108 & Knob B1120118 125 Soft Close Seat Cover -01 no of Cera CAT no.B1520106 126 Wall hung Wash Basin -01 no of Cera CAT no.S2040147 127 Spatula Single leverCera CAT no F9030451 128 Wall mounted Grab bar 600 mm long - 2 nos of Cera CAT no.B2210106 129 Wall mounted Hinged hand rail 750 x 100-01 no Cera CAT no B2210108 130 Bottle Trap Cera CAT no F8060403 131 Waste Coupling Cera CAT no F8050101 132 Stainless soap dish Cera CAT no F5007106 133 Tissue paper holder Cera CAT no F5007110 134 Providing & fixing PVC waste pipe for sink including PVC waste fitting Complete40mm Dia 135 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. 136 Providing & fixing toilet paper holder C.P. brass 137 Providing and fixingof fully automatic NO TOUCH durable & shock proof hand drier of approved make & manufacture suitable to operate on 220 volts, single phase 50 hz, A.C. power supply, 1500 Wattand directly plugged to power point complete in ABS plastic body having drying time 20-30 seconds complete as per direction of Engineer in Charge. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge. 138 Providing, Fixing of CP brass Towel Rack 600mm long without hanger with 3 hooks and CP brass screws complete as required. 139 Providing & fixing glass urinal partition of Height: 900mm,Width: 450mm &Frosted Safety Glass: 8 mm with fixed with expandable anchor fasteners with C.P. brass bolts and washers, embedded in wall with anchor and set in cement concrete complete including cutting and making good the walls wherever required. 140 Providing and fixing soil waste and vent pipesHubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 75 mm dia. 141 Providing and fixing M.S. holder-bat clamps of approved design to sand cast iron/ centrifugally cast iron(spun) pipes embedded in and including cement concrete blocks 10x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls, etc. 142 For 100mm dia pipe 143 Providing and fixing bend of required degree with access door insertion rubber washer 3mm thick, bolts and nuts complete 144 100 mm dia 145 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 146 75 mm dia 147 Providing and fixing plain bend of required degree: 148 100 mm dia 149 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 150 75 mm dia 151 100 mm 152 SS 304 grade coupling with EPDM rubber gasket 153 75 mm 154 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipe of diameter: 155 100mm 156 Providing and fixing trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent, arm complete, including cost of cutting and making good the walls and floors. 100mm inlet and 100mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 157 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 50x5 mm flat of specified shape, projecting 75 mm 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 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. 158 Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe) 159 Total bracket length 810 mm of approved shape and design (for two 100 mm dia pipes) 160 Providing & fixing Nickel Chromium Platedliquid soap container/ dispenser with metallic bottle of approved brand & make112 mm distance from wall of standard shape with bracket (Nickel chromium plating should pass Salt Spray Test for 200 hours) of the same materials with snap fittings of approved quality and colour, complete as per direction of Engineer in Charge. ( MAKE-1 : JAQUAR, MODEL NO. - ACN-CHR-1137N OR EQUIVALENT. 161 Providing, Fixing of CP brass Towel Ring with CP brass wall brackets and providing & fixing CP brass screws complete as required. ( MAKE-1: JAQUAR, MODEL NO. TOWEL RING : ACN-CHR-1121N OREQUIVALENT.) 162 Providing & fixing soap dish holder of approved design.( MAKE-1: JAQUAR, MODEL NO. SOAP DISH : ACN-CHR-1131N OREQUIVALENT.) 163 Providing and fixing white vitreous china Oval shaped wash basin for top/under counter mounting with 15 mm C.P. brass pillar tap of auto closing type of approved quality and make with, including painting of fittings and brackets, cutting and making good the walls whereever required. ( MAKE-1: JAQUAR, MODEL NO. WASH BASIN : FSS-WHT-29601 & PILLAR TAP :PRS-031G & WASTE COUPLING : ALD-CHR-705 OREQUIVALENT.) 164 White Vitreous China Oval shaped Wash basin size 545 x 545 x 180mm with 15 mm C.P. brass pillar tap auto closing type of approved make with flow rate 2.5 litre per minute at 3 bar . 165 Providing and fixing CP brass single lever low flowwall mounted Sink mixer with 15 mm CP brass single lever swivel spout with waste complete with flow rate 2.5 litre per minute at 3 bar including cutting and making good the walls where required. ( MAKE-1: JAQUAR, MODEL NO. SINK MIXER : FLR-CHR-5163GD OREQUIVALENT.) 166 Providing , Fixing of CP Brass Shower Mixer with provision of overhead shower with 115mm long bend pipe, in built spout, spout/shower selector with flow rate 3.8 litre per minute at 3 bar, wall flange complete with all accessories as required and making good the walls wherever required. ( MAKE-1: JAQUAR, MODEL NO. SHOWER MIXER : FLR-CHR-5273UPRGD OREQUIVALENT.) 167 Providing,Fixing wall mounted Double Coat hookon door complete. ( MAKE-1: JAQUAR, MODEL NO. COAT HOOK : AKP-CHR-35761P OREQUIVALENT.) 168 Providing & fixing wall mounted 300mm Long SS Grab Bar including cutting & making good the walls. ( MAKE-1: JAQUAR, MODEL NO. GRAB BAR : AKP-CHR-35701PS OREQUIVALENT.) 169 Providingand fixing CP brass 2 Way Bib cock with wall flange with flow restrictor with flow rate 2.5 litre per minute at 3 bar. ( MAKE-1: JAQUAR, MODEL NO. 2 WAY BIB COCK : FLR-CHR-5041NG OREQUIVALENT.) 170 Providibng and fixing straight type Macfit single body push fit type WC pan connector with factory supplied spring loaded seal guard of McAlpine, UK with integral single mould sealing fins made of flexible EVA body, including bush/adaptor for use with C.I. Pipe as supplied with the pan connector. 171 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing complete as required. (MAKE-ModiGuard Sparkle Mirror ) 172 Providing & fixing 100mm x 50mm G.I. waste with reducing elbow & nipple cutting chases, the floor / slab, repairs complete as required and connection to GI / CI waste pipe. 173 Providing and fixing cast brass Floor cleanout plug with suitable insert keys for opening in brass cap, male threaded joint/reducer with G.I. socket caulked to Pipe/fittings of CI pipe including cost of lead joints etc. complete in all respect.100 mm dia 174 Providing and fixing GI inlet fitting with maximum 3 inlets 32,40 or 50 mm size fabricated from 100 dia GI pipes andsockets,fixed to C.I. trap with Drip Seal joint and set in cement concrete as per standard drawing complete as directed by Engineer-incharge. 175 Providing and fixing SS Grating of 125 mm dia of approved quality and colour complete as per direction of engineer in charge.Circular Type 125 mm nominal dia with 25 mm waste hole 176 Providing, Installing & fixing storage type water heater of approved shade with copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for working pressure of 8 kg/sqcm complete as required. 177 Capacity 15 litres size 448X448X345mm ( MAKE-1: JAQUAR, MODEL NO. GEYSER : ELENA OREQUIVALENT.) 178 Capacity 35 litres size 875X400mm ( MAKE-1: JAQUAR, MODEL NO. GEYSER : VERSA HORIZONTAL MANUAL OREQUIVALENT.) 179 Supplying fitting and fixing Ajoy Flowguard CPVC (Chlorinated Polyvinyl Chloride) pipes having thermal stability for hot and cold water supply including all CPVC Plain and bruss threaded fitting including clamps at 1.00 m spacing including joining of pipes and fitting with one step CPVC solvent cement and testing of joints complete at all levels as directed and spcified (In Terrace & Shaft- Hot Water Supply) 180 (Note: Ball Valve and union will be charged extra and does not comes under Accessories) In internal Wall - Exposed on Wall 181 20 mm OD 182 25 mm OD 183 32mm OD 184 40 mm OD 185 Providing and fixing GI pipes(IS:1239 Heavy Class) complete with GI fittings and clamps, i/c cutting and making good the walls etc.(In Terrace & Shaft- Cold & Flushing Water Supply) 186 Internal work - Exposed on Wall 187 25 mm nominal bore 188 32 mm nominal bore 189 50 mm nominal bore 190 Providing and fixing G.I. pipes(IS:1239 Heavy Class) complete with G.I. fittings including trenching and refilling etc.(For External Riser Pipe) 191 External Work 192 25mm nominalnominal bore 193 32mm nominalnominal bore 194 40mm nominalnominal bore 195 50mm nominalnominal bore 196 65 mm nominal nominal bore 197 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 198 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 199 25mm nominal bore 200 32mm nominal bore 201 50mm nominal bore 202 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 203 20 mm nominal bore 204 25mm nominal bore 205 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with brass unions : 45 cm length 206 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 207 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 208 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 : 209 25mm diameter pipe 210 32mm diameter pipe 211 50mm diameter pipe 212 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality. 213 25mm diameter pipe 214 32mm diameter pipe 215 40mm diameter pipe 216 50mm diameter pipe 217 65mm diameter pipe 218 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 219 25mm diameter pipe 220 32mm diameter pipe 221 40mm diameter pipe 222 50 mm diameter pipe 223 65 mm diameter pipe 224 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 225 15 mm nominal bore 226 20 mm nominal bore 227 25 mm nominal bore 228 32 mm nominal bore 229 40 mm nominal bore 230 50 mm nominal bore 231 65 mm nominal bore 232 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. 233 Providing and fixing C.P. brass Short body bib cock of approved quality conforming to IS:8931 with flow rate 2.5 litre per minute at 3 bar: (MAKE-1: JAQUAR, MODEL NO. SHORT BODY BIB COCK : FLR-CHR-5037NG OREQUIVALENT.) 15mm nominal bore 234 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms with flow rate 2.5 litre per minute at 3 bar. (MAKE-1: JAQUAR, MODEL NO. LONG BODY BIB COCK : FLR-CHR-5047NG OREQUIVALENT.) 15mm nominal bore 235 Providingand fixingC.P. brass angle valve for basin mixture and geyser points of approvedqualityconfirming to IS: 8931. (MAKE-1: JAQUAR, MODEL NO. ANGLE VALVE : AQT-CHR-3057 OREQUIVALENT.) 236 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 237 50 mm dia 238 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 239 Internal work - Exposed on Wall 240 65 mm diameter pipe 241 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. 242 65 mm diameter pipe 243 Butterfly valve (manual) with C.I bodySS disc nitrile sheet & O ring & PN 16 Pressure rating as specified 100 mm nominal bore 244 65mm dia. 245 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 16 rating as specified. 246 65mm dia. 247 Providing, laying and joining in position HDPE pipes with slipon flange, High density Poly Ethylene pipe and conforming to I.S. 4984-1995 of required grade / class, 16kg/sq.cm pressure and suitable for the respective working pressures with all fittings and specials, e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces, etc., jointing as per manufacturers recommendations, all complete including trenching, backfilling & pressure testing etc. 248 110 mm dia. (OD) (16.0 kgf/sq cm.) 249 160 mm dia. (OD) (16.0 kgf/sq cm.) 250 Providing and fixing motorised butterfly valve with Control Panel & Float Type Magnetic Level Sensors suitable for 220-230 volts AC to operate valve when water level is low in tanks and to close when water level is high in water tanks including necessary cables, conduits, upto junction box (upto 6 mt qty approx.) etc., complete. 32 mm dia 251 Supply installation, testing and commissioning of self-contained Drinking water cooler with inbuilt RO confirming to IS: 1475 with amendment no. 1 to 7, suitable for operation on 230 volts ± 10%, 50 Hz, single phase A.C. supply. The two tank inbuilt (hot & cold) and body casing of the water cooler shall be made out of stainless steel. The water cooler will be of following capacities with two numbers faucets / stop cocks (1 no Normal water & 1 no of hot water): Nominal Storage Capacity - 40 Ltrs. Hot water Storage Capacity - 40 Ltrs. 252 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: 253 200 mm diameter S.W. pipe 254 250 mm diameter S.W. pipe 255 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 256 200 mm diameter S.W. pipe / RCC pipe 257 250 mm diameter S.W. pipe / RCC pipe 258 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 : 180 x 150mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 259 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 fine sand) including testing of joints etc. complete : 260 300mm dia RCC pipe 261 450mm dia RCC pipe 262 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 263 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensiions 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 FPS bricks with class designation 7.5 264 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 265 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 Extra for depth for manholes: Size 90 x 80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 267 Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 268 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 and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread 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. 269 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 sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 350 to 450 mm diameter 270 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 271 Excavating trenches of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,depth upto 1.5m including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within lead of 50m. All kinds of soil Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 272 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,depth upto 1.5 m, including getting out the excavated matterials, returning the soil as requred in layers not exceeding 20 cm in depth including consolidating each deposited layers by by ramming, watering,etc. and stacking serviceable material for measurements and disposal of unserviceable matterial for measurement and disposal of unserviceable matterial as directed within a lead of 50m: Ordinary rock Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 273 Hard rock (requiring blasting) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 274 Earth Work in excavation by mechanical means (Hydraulic / excavator ) manual means over area (exceeding 30 cm in depth ,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed as engineer incharge. 275 Ordinary Rock 276 Hard Rock(requiring blasting) 277 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 278 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). 279 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, upto 90 metre depth below ground level. All types of soil 400 mm dia. 280 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. 200 mm nominal size dia. 281 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. 200 mm nominal size dia. 282 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 of Engineer-in-charge. 283 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 284 Providing and fixing suitable size threaded mild steel cap/shoe or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 285 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 286 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 287 Butterfly valve (manual) with C.I bodySS disc nitrile sheet & O ring & PN 16 Pressure rating as specified. 80 mm dia. 288 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 16 rating as specified. 289 80 mm dia. 290 Providing and fixing 80mm dia GI pipes to IS:1239 heavy class with fittings. 291 Supply, Lowering, installation & testing of KSB make submersible pumping set with 10 HP motor 18 stage pump suitable for maximum capacity of 20 m3 hr. at 100 mtr. Head respectively. With Three Phase. 292 Providing & fixing cable 6 sq.mm. From submersible pump to panel board. 293 Providing & fixing Panel Board for submersible pump fitted with DOL starter ammeter, voltmeter single phase preventer standard/indo/cop make MCB of off switch push bottom duly wired and made out of 16/18 SWG sheet. 294 Earth work in excavation by mechanical means (Hydraulicexcavator) / manualmeansoverareas(exceeding30cmindepth.1.5minwidthas well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 295 All kinds of soil 296 Filling available excavated earth (excluding 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. 297 Extraforeveryadditionalliftof1.5morpartthereofinexcavation /banking excavated or stacked materials. 298 All kinds of soil 299 Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shttering - All work up to plinth level 300 1:4:8(1Cement:4coarsesand:8gradedstoneaggregate40mm nominal size) 301 Centering & shuttering including strutting, propping etc. and removal ofform work for: 302 Foundations, footings, bases of columns etc. for mass concrete. 303 Lintels, beams, plinth beams, girders, bressumers and cantilevers 304 Suspended floors, roofs, landings, balconies and access platform. 305 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 306 SteelreinforcementforR.C.C.workincludingstraightening,cutting,bending, placing in position and binding all complete upto plinth level. 307 Thermo-Mechanically Treated bars. 308 Providingandlayinginpositionmachinebatchedandmachinemixed design mix M-25 grade cement concrete for reinforced cement concrete work,usingcementcontentasperapproveddesignmix,including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishingandreinforcement,includingadmixturesin recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improveworkabilitywithoutimpairingstrengthanddurability as per direction of Engineer-in-charge. 309 All works upto plinth level 310 6mmcementplaster1:3(1cement:3finesand)onceiling/R.C.C. Beams etc. 311 Neat cement punning. 312 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 313 Providingandlayingnon-pressureNP2class(lightduty)R.C.C.Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 314 150 mm dia. R.C.C. pipe 315 Providing and fixing soil, waste and vent pipes 316 100 mm dia 317 Sand cast iron S&S pipe as per IS: 1729 318 Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 3989 319 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786,havingminimumcrosssectionas23mmx25mmandoverall minimum length 263 mm and width as 165 mm with minimum 112 mm spacebetweenprotrudedlegshaving2mmtreadontopsurfaceby ribbing or chequering besides necessary and adequate anchoring projectionsontaillengthon138mmasperstandarddrawingand suitabletowithstandthebendtestandchemicalresistancetestasper specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cmcementconcreteblock1:3:6(1cement:3coarsesand:6graded stone aggregate 20 mm nominal size) complete as per design. 320 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 321 Rectangular shape 600x450 mm internal dimensions 322 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 323 With common burnt clay F.P.S. (non modular) bricks of class designation7.5 324 Constructingsoakpit1.20x1.20x1.20mfilledwithbrickbatsincluding S.W.drainpipe100mmdiameterand1.20mlongcompleteasper standard design. 325 Constructingbrickmasonrycircularmanhole1.22minternaldiaatbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand)insidecementplaster12mmthickwithcementmortar1:3(1 cement:3coarsesand)finishedwithafloatingcoatofneatcement foundationconcrete1:3:6(1cement:3coarsesand:6gradedstone aggregate 40 mm nominal size) and making necessary channel in cement concrete1:2:4(1cement:2coarsesand:4gradedstoneaggregate20 mmnominalsize)finishedwithafloatingcoatofneatcement,all complete as per standard design : 326 1.68mdeepwithSFRCCoverandframe(heavydutyHD-20gradedesignation)560mminternaldiameterconformingtoI.S.12592,total weightofcoverandframetobenot lessthan 182kg. fixedin cement concrete1:2:4(1cement:2coarsesand:4gradedstoneaggregate20 mmnominalsize)includingcentering,shutteringallcomplete. (Excavation,footrestsand12mmthickcementplasterattheexternal surface shall be paid for separately) : 327 With common burnt clay F.P.S. (non modular) bricks of class designation7.5 328 Extradepthforcirculartypemanhole1.22minternaldia(atbottom)beyond 1.68 m to 2.29 m : 329 With common burnt clay F.P.S. (non modular) bricks of class designation7.5 330 Excavatingtrenchesofrequiredwidthforpipes,cable,etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soilasrequired,inlayersnotexceeding20cmindepthincluding consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 331 All kinds of soil 332 Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia. 333 Providing, layingandjointingglazed stone warepipes grade class SP-1with stiffmixtureofcementmortarin theproportionof1:1 (1cement :1 fine sand) including testing of joints etc complete. 150 mm diameter 334 Providingandlayingcementconcrete 1 : 5 : 10 (1 cement : 5 coarsesand : 10 gradded stoneaggregate40 mm nominal size) alround S.W. Pipesincludingbed concrete as per standard design. 150 mm diameter S.W.Pipe 335 Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m. All kind of soil 336 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials 337 All kinds of soil 338 Qty for 1.5-3.0 M depth RWH & Desilt Chamber 339 Qty for 3.0-4.5 M depth RWH-Rate 2 Times 340 Qty for 4.5-5.75M depth-RWH -Rate-3 Times 341 Providingorange color safety foot rest of minimum 6mm thickplasticencapsulated as per IS : 10910 on12mm dia steelbar conformingto IS :1786 having minimum cross section as 23mm x 25mm and over allminimum length 263mm andwidth as 165mmwith minimum 112mm space between protrude legshaving2mm tread on top surface by ribbing or chequering besides necessary andadequate anchoring projections on tail length on 138mmas per standard drawing and suitable to with dtand the bendtest andchemical resistancetest as per specifications and havingmanufacturespermanent identification make to be visible even afterfixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 342 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 343 12 mm cement plaster finished with a floating coat of neat cement of mix : 344 1:3 (1 cement: 3 fine sand) 345 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 346 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 347 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 348 Cement mortar 1:6 (1 cement :6 coarse sand) 349 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, upto 90 metre depth below ground level. 350 All types of soil 351 300 mm dia 352 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 353 200 mm nominal size dia 354 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.200 mm nominal size dia 355 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 356 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 357 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 direction of Engineer -in-charge. 358 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 of Engineer-in-charge 359 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 360 Centering and shuttering including strutting, propping etc. and removal of form for 361 Suspended floors, roofs, landings, balconies and access platform 362 Edges of slabs and breaks in floors and walls 363 Under 20 cm wide 364 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 365 TMTsteel bars 366 Providing, fixing, commissioing, testing and of open well submersible pump for each pump IP 58 protected electric enclosure comprising of 2 Nos. Electrical Driven Horizontal pumps with all accessories coupled to motor suitable for operation on 200-240 volts, 1 phase 2900 RPM. motor with SS 304 body all accessories such as NRVs, valves, common delivery header complete in all repsects. Pumps shall be suitable for 200-240volts 1 phase 50 Hz A.C supply & shall be having the following specifications. Moc of pump -Impeller- CI, csing - CI , shaft- SS 410. Delivery header including all GI pipes, CI valves, CI NRV, bourden type Pressure gauge & accessories complete. 367 All accessories for running two pumps with dry running protection etc. 368 FOR DOMESTIC TRANSFER PUMP 369 No. ofPumps: 2 (1 Working + 1 Stand by ) 370 Capacity:120 LPM 371 Head :30m 372 FOR GARDEN IRRIGATION PUMP 373 No. ofPumps: 2 (1 Working + 1 Stand by ) 374 Capacity:140 LPM 375 Head :30m 376 Submersible single stage single entry pumps with C.I.body and C.I. two vane enclosed type impeller connectedto TEFC submersible motor for 415 volts, 3 phase, 50 cycles including MCC panel with level controllers, auto control, sequential change over facility with one proper working at low level & two proper working at high level with an audible alarm including all interconnectivity cables, with both pumps connected to common outlet header including valves, non return valves, lifting chains etc. complete in all respect 377 SUBMERSIBLE UNDER GROUND FOR BOREWELL 378 No. ofPumps: 1 (1 Working ) 379 Capacity:160 LPM 380 Head :60 m 381 SUBMERSIBLE UNDER GROUND FOR BOREWELL 382 No. ofPumps: 1 (1 Working ) 383 Capacity:160 LPM 384 Head :60 m 385 Supply installation testing and commissioning of filtration plant for kund cap. 50cum/hr. including pumps, filters, piping , valves and pumps complete in all respect. 386 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, up to 90 metre depth below ground level. 387 All Types of Soil 388 300mm dia 389 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. All Types of Soil 300mm dia 390 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 391 200 mm nominal size dia 392 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. 393 200 mm nominal size dia 394 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 of Engineer-in-charge. 395 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 396 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 397 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 398 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 399 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit with modular switch modular plate suitable GI box and earthingthe point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc.as required. 400 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 steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 401 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steelconduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 402 Wiring for power plug points with 2 x 4 sq.mm. FRLS PVC insulated, Cu. Conductor, single core cable in surface/ recessed steel conduit along with 1 No. 4 sq.mm. FRLS PVC insulated copper conductor single core cable for loop earthing as required. 403 Wiring for light plug points / power plug points with 4 x 4 sq.mm. FRLS PVC insulated, Cu. Conductor, single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq.mm. FRLS PVC insulated copper conductor single core cable for loop earthing as required. 404 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed Steel conduit as required 405 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire. 406 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire 407 2x10 sq. mm + 1x6 sq. mm earth wire 408 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 409 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. 410 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 411 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. 412 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. 413 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 A modular switch, connections etc. as required. 414 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 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 415 Supplying and fixing brass batten/ angle holder including connection etc. as required. 416 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 417 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm 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 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 418 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25 mm 419 SITC of Input power : 20W LED, compact and minimilist surface mounted designed for ceiling & pendant mount. Beam angle 110°(Fixed). Luminaire made of extruded anodised aluminium (grade 6063) of high corrosion resistance, polycarbonate end caps and non corrosive stainless steel fasteners. Polycarbonate diffuser. Protection class IP20. Available colour temperature 3000K / 4000K / 5700K, Colour rendering index (CRI)>80. SDCM = 3 MacAdam. K-Lite LED module with expected service life of at least 50,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor>0.95, THD<10%, Surge protection 3KV. Luminaire dimension : 1200mm length x 43mm width x 52mm height. CE & BIS Certified. Inhouse NABL accredited lab.Make :- K-Lite /Ligman/ Unilamp 420 SITC of Input power : 18W led, ceiling mounted compact downlight. Beam angle 15° / 25° / 40°. Luminaire made of extruded aluminium, pressure die-cast aluminium alloy of high corrosion resistance and non corrosive stainless steel fasteners. Clear toughened glass of 4mm thickness. Gravity die cast aluminium plate for surface mounting on ceiling. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK07. Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 3000K / 4000K, Colour rendering index (CRI)>80. SDCM-3 MacAdam. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Luminaire dimension : 100mm diameter x 150mm height. CE & BIS Certified. Inhouse NABL accredited lab. Make :- K-Lite /Ligman/ Unilamp 421 Supply, installation, testing & commissioning of 595mm/600mm mm long surface mounting type LED fitting with diffuser having a lumen output not less than 1100 lumens, CCT 4000K and LED efficacy better than 110 lumen/ watt with opal diffuser in polycarbonate complete with CRCA / Pressure Die Cast Aluminium Housing and life of 50K burning hours (L 70) at 30 deg , THD =10%, CRI better than 80 with inbuilt protection against short circuit, over voltage protection and surge protection of up to 2 KV including connections etc. as reqd. 422 Supplying and fixing of 250 mm sweep Exhaust fan with all accessories suitable for operation single phase 230 volt 50 cycle per second per sec. AC supply etc. as required. in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning earthing etc. as required. 423 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 424 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 425 6 way , Double door 426 12 way, Double door 427 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) 428 8 Way (4+24), Double Door 429 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. 430 For 6 way, Double door SPN MCBDB 431 For 14 way, Double door SPN MCBDB 432 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface / recess, complete with testing and commissioning etc.as required. 433 For 8 way, Double door TPN MCBDB 434 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. Single pole 435 Supplying and fixing following rating, double pole, 240 volts, MCB complete with connections, testing and commissioning etc. as required. 436 25 Amp DP MCB 437 40 Amp DP MCB 438 Supplying and fixing of following rating, 240/415 volts, C curve, four pole miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63Amp FP MCB 439 Supplying and fixing of following rating double pole (Single phase and neutral) 240 volts, residual current circuit breaker (RCCB), having a current sensivity current 100 miliampere in the existing MCB DB complete with connections, testing & commissioning etc. as required. 440 25 Amps 441 40 Amp 442 63 Amp 443 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 444 Design, Manufacturing, Supply, Installation, Testing & Commissioning of cubicle type totally enclosed free standing / Wall mounted type moisture, dust and vermin proof compartmentlized Floor Distribution Panel made out of 2.0 mm thick of Main members & front cover 1.6 mm thick CRCA sheet complete with internal wiring with suitablesize wires / cable, interconnection, painting complete as per specification & drawing. All the Multi Function Meter / KWH Meter shall be with RS 485 port / SCADA or BMS Connectivity. 445 The MCCB rating up to 250A shall have thermal megnatic based adjustable over current, short circuit protection and above 250A MCCB shall have microprocessor based adjustable over current, short circuit, earth fault protection. 446 All Main Distribution board / Sub Distribution board / Meter boards which are located inside various blocks shall be partially Type Tested assemblies (PTTA) as per conforming to IEC-61439-1 447 The Moulded Case Circuit Breaker shall have a minimum fault breaking capacity (Ics) of not less than 35 KA & 25KA RMS for one second at 415 volts for MDB / SDB respectively. MCCB‘s above 63A should be provided with Copper & procader terminals. Incomer of Meter Board shall have a minimum short circuit breaking capacity (Ics) of 25KA for one second at 415volt. 448 ELECTRICAL PANEL 449 INCOMING 450 1 No. 125 Amp FP Moulded Case Circuit Breaker. 451 1 Set of phase indicating lamps with MCB. 452 1 Set of ON/OFF indicating lamps with MCB. 453 1 No. Digital MFM with CTs. 454 BUSBAR 455 150 Amp TPNaluminium busbar with coloured heat shrinkable sleeve. 456 OUTGOING 457 9 Nos. 40 / 63 Amp TPN Miniature Circuit Breaker. 458 3 Nos. 25 / 40 Amp DP Miniature Circuit Breaker. 459 Panel described as above 460 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 461 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. 462 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. 463 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 464 Providing and fixing 32 mm X 6 mm G.I. strip on surface or in recess for connections etc. as required. 465 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 466 Supplying following 1.1kV grade, heavy duty XLPE insulated PVC Sheathed Aluminum ConductorFRLS type armoured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete etc. as required. 467 3.5 core,50 sq.mm. 468 4 core,4 sq.mm. 469 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, sand cushioning, protective covering and refilling the trench etc as required. 470 Upto 35 sq. mm 471 Above 35 sq. mm and upto 95 sq. mm 472 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. 473 3½ X 50 sq. mm (35mm) 474 4 X 10 sq. mm (25mm) (Also Used for 4 X 6 sq.mm) 475 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.63 mm dia 476 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. 100 mm width x 50 mm depth x 1.6 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.100 mm width x 50 mm depth x 1.6 mm thickness 478 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.100 mm width x 50 mm depth x 1.6 mm thickness 479 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 480 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 481 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 482 Extra for depth beyond 45 cm of brick masonry chamberFor 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 483 Extra for depth beyond 45 cm of brick masonry chamberFor 600x850 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 484 SITC ofIn-Ground 3000K, 4000K, 5700K 240Vac CRI >80 MacAdam step 3 Input power : 9W led DimensionØ173 x 220 mm Beam Angle : 40° (Tiltable 20°) Electronic driver ON/OFF CE and BIS, IP rating IP67 Die-Cast aluminium alloy housing (grade ADC12 with test certificate). 316 grade stainless steel front ring. Silicone seal gasket. SS fasteners. Mechanical resistance IK09. Pure polyester powder coated process : Acid treatment & pure polyester powder coating. ABS plastic installation housing for preparing the recess opening in ground. The luminaire are fixed in recess installation housing by stainless steel screws. Clear toughened glass diffuser with controlled upward light emission. Lamp fixed position This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >80%, power factor >0.90, THD <15%, Surge protection 2KV.Inhouse NABL accredited lab.Make :- K-Lite /Ligman/ Unilamp 485 SITC ofInput power : 18W,surface mounted compact spot light designed to provide directional light. Beam angle 15° / 25° / 40°. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive A2 stainless steel fasteners. Clear toughened glass of 4mm thickness. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Swivel range of 0° - 90°. Single cable entrance M10 cable gland. Protection class IP66. Mechanical resistance IK06. Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 3000K / 4000K, Colour rendering index (CRI)>80. SDCM-3 MacAdam. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Luminaire dimension : 160mm length x 100mm width x 154mm height. CE & BIS Certified. Inhouse NABL accredited lab Make :- K-Lite /Ligman/ Unilamp 486 SITC of Flexible LED Strip 3000K, 4000K, 6000K24Vdc CRI >80 MacAdam step 3 Input power : 12W led Dimension1000 x 12 mm Beam angle : 120° Electronic driver ON/OFF (External driver) CE and BIS, IP rating IP67. Copper coated flexible strip, Silicone moulded diffuser, End cap . Silicone moulded diffuser This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire >10,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, Surge protection 3KV.Inhouse NABL accredited lab. Make :- K-Lite /Ligman/ Unilamp 487 FEEDER PILLAR(OUTDOOR TYPE) 488 Design, Manufacturing, Supply, Receiving, Unloading, Shifting, installation, testing & commissioning of cubicle type totally enclosed free standing type moisture, dust, vermin & weather proofFloor Distribution Panel made out of 2.0 mm thick & front cover 1.6 mm thickCRCA sheet complete with followingequipments, includingdigital ammeter with inbuilt ammeter selector switch, digital voltmeter with inbuilt voltmeter selector switch, indicating lamps, CTs, internal wiring with suitablesize wires / cable, MS Angle stand for installation, RCC foundation, interconnection, painting complete as per specification & drawing. 489 INCOMING 490 1 No. 40 Amp FP Moulded Case Circuit Breaker. 491 1 No. 0 to 500 Volt digital voltmeter with inbuilt selector switch. 492 1 No. 40 Amp digital ammeter with inbuilt selector switch and CTs. 493 1 Set of phase indicating lamps with Single Pole MCB. 494 1 Set of ON / OFFindicating lamps with Single Pole MCB. 495 BUS BARS 496 100 Amp TPNaluminium busbar. 497 OUTGOING 498 1 Set 24 Hrs TSQ Timer 499 1 Set 40 Amp, TP Contactor & A/M switch and Push Button. 500 8 Nos. 20 Amp TP MCB, 10 KA breaking capacity. 501 Panel described as above 502 Supply, Installation, Testing & Commissioning of Cat 6A, 23 AWG (0.57 ? 0.03mm ) Bare Copper Solid Conductor UTP Unshielded LSZH Jacket, ANSI/TIA 568 C.2 Category 6A, Cable shall not have any kind of Non Metallic Barrier Tapeor Metallic Shield inside. Connectivity of Hub room to End Point. Approved Makes:Derwiser/Nexans/Siemon/Systimax 503 Supply, Installation, Testing & Commissioning of Category 6A RJ45 Unshielded Modular Jack, ISO/IEC 11801:2nd edition, EN 50173-1, ANSI/TIA/EIA 568-C.2 Category 6A, IEC 60603-7 (603-7), Universal 110 Impact Tool & Tooless (Both) Termination, Min. 500Mhz Bandwidth, Without Any OEM Proprietary Tool Termination for Data, Voice, & Wi-Fiat user end.Approved Makes:Derwiser/Nexans/Siemon/Systimax 504 Supply, Installation, Testing & Commissioning of loaded 24 port CAT 6A UTP, Transparent shutter jack panel, 1U height, UL-94V-0, clear label marks and earthing plug for CAT6A cable termination at rack end. Approved Makes:Derwiser/Nexans/Siemon/Systimax 505 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,1 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 1 Mtr for rack side switch to jack panel connectivity.Approved Makes:Derwiser/Nexans/Siemon/Systimax 506 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,2 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 2 Mtr for rack side switch to end user connectivity.Approved Makes:Derwiser/Nexans/Siemon/Systimax 507 Supply, Installation, Testing & Commissioning of 1, 2 and 4 port Style (Square) Keystone-Type Shuttered Faceplates for I/O fixing at user side.Approved Makes:Derwiser/Nexans/Siemon/Systimax 508 Supply, Installation, Testing & Commissioning of 15Uwall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos. of hardware pkts. Approved Makes: Derwiser/MTS/Rittal/APC/APW 509 Supply, Installation, Testing & Commissioning of Cat 6A, 23 AWG (0.57 ? 0.03mm ) Bare Copper Solid Conductor UTP Unshielded LSZH Jacket, ANSI/TIA 568 C.2 Category 6A, Cable shall not have any kind of Non Metallic Barrier Tapeor Metallic Shield inside. Connectivity of Hub room to End Point. Approved Makes:Derwiser/Nexans/Siemon/Systimax 510 Supply, Installation, Testing & Commissioning of Category 6A RJ45 Unshielded Modular Jack, ISO/IEC 11801:2nd edition, EN 50173-1, ANSI/TIA/EIA 568-C.2 Category 6A, IEC 60603-7 (603-7), Universal 110 Impact Tool & Tooless (Both) Termination, Min. 500Mhz Bandwidth, Without Any OEM Proprietary Tool Termination for camera at user end.Approved Makes:Derwiser/Nexans/Siemon/Systimax 511 Supply, Installation, Testing & Commissioning of loaded 24 port CAT 6A UTP, Transparent shutter jack panel, 1U height, UL-94V-0, clear label marks and earthing plug for CAT6A cable termination at rack end.Approved Makes:Derwiser/Nexans/Siemon/Systimax 512 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,1 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 1 Mtr for rack side switch to jack panel connectivity. Approved Makes:Derwiser/Nexans/Siemon/Systimax 513 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,2 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 2 Mtr for rack side switch to end user connectivity.Approved Makes:Derwiser/Nexans/Siemon/Systimax 514 Supply, Installation, Testing & Commissioning of 1, 2 and 4 port Style (Square) Keystone-Type Shuttered Faceplates for I/O fixing at user side.Approved Makes:Derwiser/Nexans/Siemon/Systimax 515 Supply, Installation, Testing & Commissioning of L2+ managed industrial PoE fiber switch with 24*10/100/1000M RJ45 ports and 4*1//10G SFP slot ports, Port 1-24 can support IEEE802.3af/at PoE.Switching capaticy of128Gbps, forwarding Rate 95.23 Mpps, having24 x 10/100/1000BASE-T PoE-plus(RJ45) with maximum PoE output power is 400W, 1 RS232 Console port.32K MAC address. Should have Static Routing ,system logging, Telnet, SSH, SNMP, Network Time Protocol (NTP),and IPv6 features from day 1, Security Feature: Port Isolation, VLAN, MAC, Spanning tree, Multicast, DDM, ACL, QoS: 802.1p (COS), DSCP, SP, WRR, Classification based on source IP, destination IP, and port number etc.Approved Make :Cisco/ Impulse / Juniper / Nexxus 516 Supply, Installation, Testing and Commissioning of Workstation PC: Intel(R) Core(TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1x8GB) Non-ECC DDR3 1600MHz ; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5 SATA 6Gb/s Hard Drive; Operating system: Windows 10 Professional 64 Bit or latest.Approved Makes: HP / DELL / IBM / LENOVO 517 Supply, Installation, Testing & Commissioning of 8TB Surviellance Hard Disk. Approved Makes: WD /segate /Toshiba/HP 518 Supply, Installation, Testing and Commissioning of Full HD 55 LED Professional Display Panel.Approved Makes: Panasonic / LG/ Sony/ Samsung 519 Supply, Installation, Testing & Commissioning of Pure IP at core server Based voice solution with04 Port Voicemail ,04 Port FXS ,04 Port FXO ,1 PRI Trunk lines (30 Ch) Circuit with CLIP Facility ,28 IP users License ,01 Nos. IP Operator Console, 100 Party Conference ,Speed Dial, Music on Hold , Internal/ External ring difference ,Call Barring, Call Pickup, TEC should be with GR Number, - Should Support Redundant server in active-Active mode.Approved Makes: Tadiran/Arista /Polycom/Toshiba/ Aeonix 520 Supply, Installation, Testing & Commissioning of Type 1 IP Phone 1 VoIP account , Full duplex speaker phone, IPV6, 2xLAN, PoE .Approved Makes: Tadiran/Arista /Polycom/Toshiba/ Aeonix 521 Supply, Installation, Testing & Commissioning of 24 Port PoE Access Switches with switching capaticy of 300 Gbps, forwarding performance 240 Mpps, having 24 x 10/100/1000BASE-T PoE-plus(RJ45) with minimum PoE budget of 720W and 4x 10G SFP+ uplink ports . Should support min 4GB internal DRAM, 8GB internal Flash memory, 64K MAC address, 8K Multicast Routes, Should have static Routes from day 1.Approved make - Cisco / Juniper /Impulse / Nexxus/Arista 522 Supply, installation, testing and commissioning of 5 MP Bulletcamera ,ONVIF profile S ,G & T . UL , CE , FCC Certified ,1/2.7” Progressive Scan CMOS , 3.6 mm fixed lens , Quad stream support,min illumination : Color 0.05lux @ F1.2(AGC ON) ; B/W 0 lux @ IR ON , Shutter speed : Shutter speed :1 / 5s ~ 1 / 100,000 s ,WDR , Compression : H.265/H.265+/H.264/H.264+ .SD card support up to 256GB, frame rate : Main stream should support 25 fps@5MP , Edge analytics : Customer Flow staistics,Cross Count Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection. Queue length detection, Regional population statistics, SOD-Stationaary Object Detection. , In built IR LED , IR Distance upto 30 meters , IP 66 , POE. Approved Makes : Allgovision/ Impulse / Avigilon / Cisco/ Axis 523 Supply, installation, testing and commissioning of32 channel NVR , ONVIF compliant , recording bandwidth 640 Mbps , output interface 1 HDMI (up to 4K), 1 VGA, Alarm in/out : 16chin / 4chout , 1 X RJ45 ethernet , iOS smartphone support , 8 HDD support, each HDD slot support upto 8 TB HDD , 1x3.0 USBfor backup /upgrade , 2x 2.0 USB for mouse .Edge analytics of poposed cameras must be integrated with NVR .Artificial Intelligence Support having face recognition with compatible deep learning supported cameras, AI-Face registered quantity upto 10,000,A.I maximum captured quantity200,000. UL,CE,FCC certified. Approved Makes : Allgovision/ Impulse / Avigilon / Cisco/ Axis 524 GST Extra as applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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9.
Drinking Water Supply and Sanitation #8962396 Technical Bid
Procurement Of Rate Of Materials- 1 M079-Polythene Water Storage Tank Of Isi Mark ( E.G Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System 2 M193gi Pipe 50 Mm Dia ( Tata Or Equivalent Make ) 3 M337jute 4 M922g.M. Ferrules 5 ( I ) 8 Mm Dia Wt. Not Less Than 400 Gms 6 ( Ii ) 10 Mm Dia Wt. Not Less Than 400 Gms 7 ( Iii ) 15 Mm Dia Wt. Not Less Than 400 Gms 8 ( Iv ) 20 Mm Dia Wt. Not Less Than 600 Gms 9 ( V ) 25 Mm Dia Wt. Not Less Than 900 Gms 10 M923stop Cocks 11 ( I ) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms 12 ( Ii ) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms 13 ( Iii ) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms 14 ( Iv ) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms 15 ( V ) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg 16 ( Vi ) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg 17 ( Vii ) 15 Mm Dia C.I. Body Brass Working Part Stop Cock. 18 ( Viii ) 20 Mm Dia C.I. Body Brass Working Part Stop Cock. 19 ( Ix ) 25 Mm Dia C.I. Body Brass Working Part Stop Cock. 20 M924g.M. Full Way Valve 21 ( I ) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel 22 ( Ii ) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel 23 ( Iii ) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel 24 ( Iv ) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel 25 ( V ) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel 26 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel 27 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel 28 ( Viii ) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel 29 M925g.M. Non Return Valve Vertical 30 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 31 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 32 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 33 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 34 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 35 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 36 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 37 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 38 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 39 M926g.M. Non Return Valve Horizontal 40 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 41 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 42 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 43 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 44 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 45 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 46 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 47 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 48 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 49 M927 Cocks 50 ( I ) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms 51 ( Ii ) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms 52 ( Iii ) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms 53 ( Iv ) 15 Mm Dia C.I. Body Brass Working Part Spray Painted Bib Cock Wt. Not Less Than 400 Gms 54 ( V ) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms 55 ( Vi ) 15 Mm C.I. Plug Cock Ordinary 56 ( Vii ) 15 Mm C.I. Push Cock Ordinary 57 M928chromium Plated Brass Fittings 58 ( I ) C.P. Shower Rose 100 Mm Dia 59 ( Ii ) C.P. Shower Rose 125 Mm Dia 60 ( Iii ) P.V.C. Shower Rose 150 Mm Dia 61 ( Iv ) P.V.C Shower Rose 125 Mm Dia 62 M929connection Pipe 63 ( I ) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings. 64 ( Ii ) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings. 65 ( Iii ) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings. 66 ( Iv ) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe Withbrass Fittings. 67 M930g.I. Fittings ( Conforming To I.S. - 1879 ) Isi Marked 68 [ A ] G.I. Bend 69 ( I ) 15 Mm 70 ( Ii ) 20 Mm 71 ( Iii ) 25 Mm 72 ( Iv ) 32 Mm 73 ( V ) 40 Mm 74 ( Vi ) 50 Mm 75 ( Vii ) 65 Mm 76 ( Viii ) 80 Mm 77 ( Ix ) 100 Mm 78 ( X ) 125 Mm 79 ( Xi ) 150 Mm 80 [ B ] Elbow Of The Following Sizes 81 ( I ) 15 Mm 82 ( Ii ) 20 Mm 83 ( Iii ) 25 Mm 84 ( Iv ) 32 Mm 85 ( V ) 40 Mm 86 ( Vi ) 50 Mm 87 ( Vii ) 65 Mm 88 ( Viii ) 80 Mm 89 ( Ix ) 100 Mm 90 ( X ) 125 Mm 91 ( Xi ) 150 Mm 92 [ C ] Tee Plain Of The Following Sizes 93 ( I ) 15 Mm 94 ( Ii ) 20 Mm 95 ( Iii ) 25 Mm 96 ( Iv ) 32 Mm 97 ( V ) 40 Mm 98 ( Vi ) 50 Mm 99 ( Vii ) 65 Mm 100 ( Viii ) 80 Mm 101 ( Ix ) 100 Mm 102 ( X ) 125 Mm 103 ( Xi ) 150 Mm 104 [ D ] Reducing Tee Plain Of The Following Sizes ( Taking Larger Dimension ) 105 ( I ) 20 Mm 106 ( Ii ) 25 Mm 107 ( Iii ) 32 Mm 108 ( Iv ) 40 Mm 109 ( V ) 50 Mm 110 ( Vi ) 65 Mm 111 ( Vii ) 80 Mm 112 ( Viii ) 100 Mm 113 ( Ix ) 125 Mm 114 ( X ) 150 Mm 115 [ E ] Socket Plain Of The Following Size ( Taking Larger Dimension ) 116 ( I ) 15 Mm 117 ( Ii ) 20 Mm 118 ( Iii ) 25 Mm 119 ( Iv ) 32 Mm 120 ( V ) 40 Mm 121 ( Vi ) 50 Mm 122 ( Vii ) 65 Mm 123 ( Viii ) 80 Mm 124 ( Ix ) 100 Mm 125 ( X ) 125 Mm 126 ( Xi ) 150 Mm 127 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) 128 ( I ) 20 Mm 129 ( Ii ) 25 Mm 130 ( Iii ) 32 Mm 131 ( Iv ) 40 Mm 132 ( V ) 50 Mm 133 ( Vi ) 65 Mm 134 ( Vii ) 80 Mm 135 ( Viii ) 100 Mm 136 ( Ix ) 125 Mm 137 ( X ) 150 Mm 138 [ G ] Union Socket Of The Following Sizes 139 ( I ) 15 Mm 140 ( Ii ) 20 Mm 141 ( Iii ) 25 Mm 142 ( Iv ) 32 Mm 143 ( V ) 40 Mm 144 ( Vi ) 50 Mm 145 ( Vii ) 65 Mm 146 ( Viii ) 80 Mm 147 ( Ix ) 100 Mm 148 ( X ) 125 Mm 149 ( Xi ) 150 Mm 150 [ H ] Plugs Of The Following Sizes 151 ( I ) 15 Mm 152 ( Ii ) 20 Mm 153 ( Iii ) 25 Mm 154 ( Iv ) 32 Mm 155 ( V ) 40 Mm 156 ( Vi ) 50 Mm 157 ( Vii ) 65 Mm 158 ( Viii ) 80 Mm 159 ( Ix ) 100 Mm 160 ( X ) 125 Mm 161 ( Xi ) 150 Mm 162 [ I ] Jam Nuts Of The Following Sizes 163 ( I ) 15 Mm 164 ( Ii ) 20 Mm 165 ( Iii ) 25 Mm 166 ( Iv ) 32 Mm 167 ( V ) 40 Mm 168 ( Vi ) 50 Mm 169 ( Vii ) 65 Mm 170 ( Viii ) 80 Mm 171 ( Ix ) 100 Mm 172 ( X ) 125 Mm 173 ( Xi ) 150 Mm 174 [ J ] G.I. Nipple Of The Following Sizes 175 ( I ) 15 Mm Dia X 100 Mm Long 176 ( Ii ) 20 Mm Dia X 100 Mm Long 177 ( Iii ) 25 Mm Dia X 100 Mm Long 178 ( Iv ) 32Mm Dia X 100 Mm Long 179 ( V ) 40 Mm Dia X 100 Mm Long 180 ( Vi ) 50 Mm Dia X 100 Mm Long 181 ( Vii ) 65 Mm Dia X 100 Mm Long 182 ( Viii ) 80 Mm Dia X 100 Mm Long 183 ( Ix ) 100 Mm Dia X 100 Mm Long 184 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent As Per Is-1239 ( Part-01 ) / 2004 Isi Marked / Medium Quality 185 ( I ) 15 Mm Dia 186 ( Ii ) 20 Mm Dia 187 ( Iii ) 25 Mm Dia 188 ( Iv ) 32 Mm Dia 189 ( V ) 40 Mm Dia 190 ( Vii ) 65 Mm Dia 191 M931mirrors 192 ( A ) Mirror Of 6 Mm Thick Plain Glass 600 Mm X 450 Mm Beveled Edge Mirror Includingc.P. Brass Revolving Fittings 3 Mm Plywood Boardand C.P. Hinges Etc.To Fix The Mirror 193 ( B ) -Do- 450 Mm X 300 Mm -Do- 194 M932 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail 195 ( B ) -Do- 450 Mm X 125 Mm -Do- 196 M933 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete 197 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 198 M934c.P. Brass Soap Dish Medium Quality With Screw Andhinges Etc. 199 M935c.P. Liquid Soap Solution Holder 200 M936vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Anyotherequivalent Make 201 ( A ) 580 Mm Long 202 ( B ) 510 Mm Long 203 ( C ) 450 Mm Long 204 ( D ) 510 Mm Long White Glazed Fiber I.W.C 205 M937pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 206 M93815 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket 207 M939 ( A ) 12.5 Liters Lowdown C.I. Cistern 208 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 209 M940 ( A ) White Glazed Vitreous E.W.C With P Trap Orany Other Equivalent Make 210 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 211 ( C ) Black / White Plastic Seat For E.W.C -Do- As Above. 212 M941 ( A ) White Glazed Vitreous Earthen Were Urinal Flat Back Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 600 Mm X 350 Mm Size 213 ( B ) -Do- Squatting Small 450 Mm X 350 Mm 214 ( C ) -Do- Squatting Large 600 Mm X 350 Mm 215 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 216 ( E ) Partition Plate For Urinal 25 X 13 Size 217 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 218 M942white Glazed Vitreous Wash Hand Basin 550 Mm X 400Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Otherequivalent Make 219 M943white Glazed Vitreous Earthen Ware Kitchensinks Of Hindustan / Parryware / Cera / Nayceror Any Other Equivalent Make 220 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 221 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 222 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 223 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 224 M944drain Board 225 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 226 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 227 M945h.C.I. Pipes 228 ( A ) 50 Mm Dia Single Socket 6-0 ( With Ear Weight 13 Kg ) 229 ( B ) 80 Mm Dia Single Socket 6-0 ( With Ear Weight 18 Kg ) 230 ( C ) 100 Mm Dia Single Socket 6-0 ( With Ear Weight 23 Kg ) 231 ( D ) 150 Mm Dia Single Socket 6-0 ( With Ear Weight 30 Kg ) 232 ( E ) 50 Mm Dia Double Socket 6-0 ( With Ear Weight 14 Kg ) 233 ( F ) 80 Mm Dia Double Socket 6-0 ( With Ear Weight 19 Kg ) 234 ( G ) 100 Mm Dia Double Socket 6-0 ( With Ear Weight 25 Kg ) 235 ( H ) 150 Mm Dia Double Socket 6-0 ( With Ear Weight 13 Kg ) 236 ( I ) 50 Mm Dia Single Socket 3-0 ( With Ear Weight 7.25 Kg ) 237 ( J ) 80 Mm Dia Single Socket 3-0 ( With Ear Weight 10.5 Kg ) 238 ( K ) 100 Mm Dia Single Socket 3-0 ( With Ear Weight 13.75 Kg ) 239 ( L ) 150 Mm Dia Single Socket 3-0 With Ear 240 ( M ) 50 Mm Dia Single Socket 2-0 ( With Ear Weight 5.35 Kg ) 241 ( N ) 80 Mm Dia Single Socket2-0 ( With Ear Weight 8.00 Kg ) 242 ( O ) 100 Mm Dia Single Socket 2-0 ( With Ear Weight 10.10 Kg ) 243 ( P ) 150 Mm Dia Single Socket 2-0 With Ear 244 ( Q ) 50 Mm Dia Single Socket 1-0 ( With Ear Weight 3.4 Kg ) 245 ( R ) 80 Mm Dia Single Socket 1-0 ( With Ear Weight 5.50 Kg ) 246 ( S ) 100 Mm Dia Single Socket 1-0 ( With Ear Weight 7.60 Kg ) 247 ( T ) 150 Mm Dia Single Socket 248 M946h.C.I. Fittings. 249 ( I ) Plain Bend Of Following Size 250 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 251 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 252 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 253 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 254 ( Ii ) Bend With Door With Following Size 255 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 256 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 257 ( C ) 100 Mm Dia -Do- 5.5 Kg 258 ( D ) 150 Mm Dia -Do- 259 ( Iii ) Single Junction With Door Of Followings Sizes. 260 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 261 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 262 ( C ) 100 Mm Dia -Do- 9.50 Kg 263 ( D ) 150 Mm Dia -Do- 264 ( Iv ) Double Junction With Door Of Following Sizes. 265 ( A ) 50 Mm Dia -Do- 4.5 Kg 266 ( B ) 80 Mm Dia -Do- 7.00 Kg 267 ( C ) 100 Mm Dia -Do- 13.00 Kg 268 ( D ) 150 Mm Dia -Do- 269 ( V ) Heel Rest Bend Of Following Sizes 270 ( A ) 50 Mm Dia 271 ( B ) 80 Mm Dia 272 ( C ) 100 Mm Dia 273 ( D ) 150 Mm Dia 274 ( Vi ) Cowel Of Following Sizes 275 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 276 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 277 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 278 ( D ) 150 Mm Dia -Do- 279 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 280 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 281 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 282 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 283 ( Xi ) -Do- 100 Mm X 150 Mm For 100 Mm Projection 284 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 285 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm ( Weight Without Ear And Socket ) 12.0 Kg 286 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The Following Size 287 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 288 ( B ) 80 Mm Dia -Do- 3.50 Kg 289 ( C ) 100 Mm Dia -Do- 5.00 Kg 290 ( D ) 150 Mm Dia -Do- 291 ( Xv ) H.C.I. Socket Of Following Sizes 292 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 293 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 294 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 295 ( D ) 150 Mm Dia ( Weight Without Ear ) -Do- 296 M947c.I. Cover With Frame For Manhole And Inspection Chamber 297 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 298 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 299 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 300 M948c.I. Bracket Pair For W.H.B 301 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 302 ( B ) -Do- For 12.5 Liter Cistern 303 ( C ) -Do- For 600 Mm X 450 Mm ( 24 X 18 ) Sink 304 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 305 M949 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B 306 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 307 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 308 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 309 M950 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) Withbrass Union For W H B 310 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 311 M95132 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern 312 M952rubber Inserttion 3 Mm ( 1 / 8 ) Thick 313 M953pig Lead 314 M954yarn 315 M955rubber Gasket For D.I Pipe Of Good Quality 316 ( A ) 80 Mm 317 ( B ) 100 Mm 318 ( C ) 125 Mm 319 ( D ) 150 Mm 320 ( E ) 200 Mm 321 ( F ) 250 Mm 322 ( G ) 300 Mm 323 ( H ) 350 Mm 324 ( I ) 400 Mm 325 ( J ) 450 Mm 326 ( K ) 500 Mm 327 ( L ) 600 Mm 328 ( M ) 700 Mm 329 ( N ) 750 Mm 330 ( O ) 800 Mm 331 ( P ) 900 Mm 332 ( Q ) 1000 Mm 333 ( R ) 1200 Mm 334 M956cotton Waste 335 M957asbestos Suta ( Gland Packing ) 336 M958solvent Cement 337 M959hydrocloric Acid ( Sepecific Gravity 1.20 ) 338 M960cp & Pvc Fitting 339 ( I ) 32 Mm Dia C.P. Waste 340 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 341 ( Iii ) 40 Mm Dia C.P. Waste 342 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 343 ( V 100 Mm Dia Steel Jali 344 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 345 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 346 M961special Type Of C.P. Bath Room Fittings For V.I.P.Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) 347 ( I ) Pillar Cock ( Isi ) 348 ( Ii ) Pillar Cock ( Long Neck ) 349 ( Iii ) Bib Cock ( Isi ) 350 ( Iv ) Bib Cock ( Long Thread ) 351 ( V ) Angular Stop Cock 352 ( Vi ) Angular Stop Cock ( Long Thread ) 353 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 354 ( Viii ) Concealed Stop Cock Heavy-Duty Extra Adjustable Wall Flange 355 ( Ix ) Long Body Bib Cock 356 ( X ) Swan Neck Tap With Left Hand Operating Knob 357 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 358 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 359 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 360 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 361 ( Xv ) Sink Mixer With Swinging Casted Spout 362 ( Xvi ) Sink Cock With Swinging Casted Spout 363 ( Xvii ) 4 - Way Diverter For Concealed Fittings 364 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 365 ( Xix ) Telephone Shower With Flexible Pipe 366 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 367 ( Xxi ) Towel Rail 24 368 ( Xxii ) Towel Ring 369 ( Xxiii ) Soap Dish 370 ( Xxiv ) Tumbler Holder 371 ( Xxv ) Toilet Paper Holder 372 ( Xxvi ) Glass Shelf 22 373 ( Xxvii ) Corner Glass Shelf With Bracket 374 ( Xxviii ) Flush Valve Complete With 32 Mm Size Controlcock & Flange 375 M962c.I Special & Pvc Pipes 376 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, 377 ( A ) 80-200 Mm 378 ( B ) 250-700 Mm 379 ( C ) 700-1000 Mm 380 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc 381 ( A ) 80-200 Mm 382 ( B ) 250-700 Mm 383 ( C ) 700-1000 Mm 384 Spare Parts Of Hand Pump 385 M963hexagonal Bolt M12x1.75X40mm Long Common To Marks Ii & Iii 386 M964hexagonal Nut M12x1.75Mm 387 M965washer M12 ( 2.5Mm Thick ) 388 M966high Tensile Bolt M10x1.5X40mm Long. 389 M967nyloc Nut M10x1.5Mm 390 M968handle Axle ( Stainless Steel ) 391 M969washer For Handle Axle ( 4Mm Thick ) 392 M970ball Bearing 6204 Z 393 M971spacer For Handle. 394 M972chain With Coupling. 395 M973hexagonal Bolt For Front Cover M12x1.75Mm Long. 396 M974nitrile Rubber Cup Washer For Mark – Ii & Iii 397 M975nitrile Sealing Ring Mark – Ii 398 M976nitrile Rubber Seating Big For Lower Valve Mark-Ii 399 M977nitrile Rubber Seating Small For Upper Valve Mark-Ii. 400 M978hexagonal Rod Coupling M12x1.75X50mm Long. 401 M979pump Head Assembly ( G.I. ) With Front Cover, Bolt & Third Plate. 402 M980front Cover ( G.I. ) 403 M981handle Assembly ( G.I. ) 404 M982 ( A ) Water Tank Assemblyfor Mark – Ii ( G.I. ) 405 ( B ) Water Tank Assembly For Mark – Iii ( Vlom-65 ) 406 M983stand Assembly ( G.I. ) Normal. 407 M984stand Assembly ( Telescopic ) ( G.I ) . 408 M985connecting Rod 3Mtr. Long With Coupling And Nut ( Electrogalvanized ) 409 M986a ) Cylinder Assembly Complete Set For Mark-Ii 410 B ) Cylinder Assembly Complete Set For Mark-Iii ( Vlom-65 ) 411 M987a ) Upper Valve Assembly Complete Set For India Mark-Ii 412 B ) Upper Valve Assembly Complete Set For India Mark-Iii ( Vlom-65 ) 413 M988a ) Lower Valve Assembly Complete Set For India Mark-Ii 414 B ) Lower Valve Assembly Complete Set For Im-Iii 415 M989reducer Cap For Cylinder Mark-Ii 416 M990a ) Plunger Rod ( S.S. ) For Mark – Ii 417 B ) Plunger Rod ( S.S. ) For Mark – Iii 418 M991upper Valve Guide ( G.M. ) . 419 M992rubber Seat Retainer For Mark-Ii 420 M993third Plate For Head Assembly ( Galanized ) 421 M994cylinder Body With Brass Liner For Im-Ii With Reducer Cap For Top And Bottom. 422 M995gun Metal Spacer. 423 M996check Valve Guide Mark-Ii 424 M997a ) Check Valve Seat For Mark – Ii 425 B ) Check Valve Seat For Mark – Iii 426 M998nitrile Rubber “O” Ring ( Vlom-65 ) 427 M999push Rod For Mark – Iii ( S.S ) . 428 M1000check Nut For Push Rod ( S.S. ) . 429 M1001nitrile Rubber Cup Washer For Vlom-50 430 M1002nitrile Rubber Sealing Ring For Mark – Iii Vlom-65 431 M1003nitrile Rubber Seating Big For Lower Valve Mk-Ii 432 M1004nitrile Rubber Seating Big For Lower Valve M-Iii Vlom-65 ) 433 M1005nitrile Rubber Bobbin Vlom-50 434 M1006nitrile Rubber “O” Ring Vlom-50 435 M1007nitrile Rubber Cone For Vlom-50 436 M1008nitrile Rubber Cone For Vlom-65 437 M1009nitrile Rubber Centralizer 150Mm For ( Vlom-65 ) . 438 M1010nitrile Rubber Centralizer 125Mm For ( Vlom-65 ) . 439 M1011nitrile Rubber Centralizer 150Mm For ( Vlom-50 ) . 440 M1012nitrile Rubber Centralizer 125Mm For Vlom-50 441 M1013nitrile Rubber Centralizer 100Mm For Vlom-50 442 M1014water Tank Assembly Mark – Iii Vlom-50 443 M1015cylinder Assembly Complete Set For Mark – Iii ( Vlom-50 ) 444 M1016upper Valve Assembly Complete Set For Im-Iii ( Vlom-50 ) 445 M1017lower Valve Assembly Complete Set For Im-Iii ( Vlom-50 ) 446 M1018a ) Upper Cap Cylinder Mark – Iii ( Vlom-65 ) 447 B ) Upper Cap Cylinder Mark – Iii ( Vlom-50 ) 448 M1019a ) Bottom Cap For Mark – Iii ( Vlom-50 ) 449 B ) Bottom Capfor Mark – Iii ( Vlom-65 ) 450 M1020follower For Im-Iii 451 M1021cage For Mark-Iii 452 M1022s.S. Hexagonal Bolt M-6X25mm Long. 453 M1023basic Rate Of Standard I.S.I. Mark Deep Well Hand Pump For India Mark-2, I.S.I. 15500 ( Part 2 ) / 2004 With Latest Revision Including 12Mm X 3Meter Long 8 No. Connecting Rods Made Of Bright Bar Electro-Galvanized Fitted With Coupler & Normal Stand Assembly Ecommended For Use With Cylinder Assembly Suitable For Bore Well Dia 100 To 125Mm Casing Pipe. 454 M1024basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 455 M1025basic Rate Of 32Mm G.I. Pipe In 3 Mtrs. Length ( Medium ) With Seamless Socket As Per Relevent B.I.S. Specificationis 1239 ( Part-I ) / 2004 456 M1030rcc Esr 457 Designing ( Aesthetically ) , And Constructing Rcc Elevated Service Reservoirs Of Following Capacity With Rcc Staging Consisting Of Columns, Internal And External Bracings Spaced Vertically Not More Than 4.5 Metres Centre To Centre For Esr Having Capacity Upto 500 Cum And Not More Than 6M C / C For Esr Having Capacity Above 500 Cum Including Excavation In All Types Of Strata, Foundation Concrete, Cement Plaster With Water Proofing Compound To The In Side And Out Side Face Of The Container And Also Plaster With Plastic Paint In All Columns And Bracingsincluding Refilling Disposing Off The Surplus Stuff With In A Lead Of 50 Metres, All Labour And Material Charges Including Lowering, Laying, Erecting, Hoisting And Jointing Of Pipe Assembly Of Inlet, Outlet, Washout, Overflow And Bypass Arrangements As Per Departmental Design, Providing And Fixing Accessories Such As M.S. Ladder Out Side, Stainless Steel Lader In Contenor, C.I. Manhole Frame And Covers, Water Level Indicators, Lightening Conductor, G.I. Pipe Railing Around Walk Way And Top Slab, Providing Stair Case From Ground Level To Roof Level, M.S. Grill Gate Of 2M Height With Locking Arrangement Of Approved Design, B.B. Masonry Chambers For All Valves, Ventilating Shafts, Providing And Applying Three Coats Of Acrylie Emulsion With Silicon Edditives Paint To The Structure Incluingroof Slab, Epoxy Painting To Internal Surface And Anti-Termite Treatment For Under Ground Part Soft He Structure And Giving Satisfactory Water Tightness Test As Per I.S. Code. The Job To Include Painting Then Ame Of The Scheme And Other Details On Thereservoir As Per The Directions Of Engineer In - Charge. 458 Notes 459 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) 460 The Design Shall Satisfy The Stipulations As Per I.S. 1893 -1984 And I.S.13920 / 1993 For Seismic Force And I.S.-11682 / 1985 For R.C.C. Staging Of Over Head Tanks. 461 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. 462 Plain Round Mild Steel Bars Grade- I Conforming To I.S.432 Part-I Orhigh Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S. 1139 Shall Beused, Grade- I Imildsteel Bars Will Not Be Allowed 463 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 464 These Rates Include Providing M.S. Ladder For E.S.R.S Upto 2 Lakh Litres Capacity And Providing Spiral Stair Case For E.S.R. Above 2 Lakh Litres Capacity. 465 Staging Shall Have To Bede Signed With Stresses Of M-200 Concrete For Esr. However All Rcc Construction Should Be Donein M-250. Structures In Contact With Water Shall Be Designed & Casted In M-300 466 These Rates Are Including The Cost Of Up Lift Pressure If Any And Entire Dewatering During Execution. Incase Of Water Logging Are A Where Water Is Struck At Shallow Depth, Extra Provision Of Dewatering Shall Be Made As Per Site Condition. 467 All Conditions Given In The Member SecretaryS Circular No. Mjp / Ts-I / 350 / 1668 Dt. 2-8-97 And Mjp / S-I / 350 / 2127 Dt. 13-7-99 Shall Be Strictly Followed And Additional Cost, If Any, Due To These Conditions Is Included In The Rates Mentioned Below. 468 75 % Part Rate Shall Be Payable For Reinforcement Concrete And Plastering Items Of Containers Of E.S.R. Till Satisfactory Hydraulic Testing For Water Tightness Is Given; And Till That Work Shall Be Treated As Incomplete. 469 The Rates Indicated In The Table Are Excluding The Cost Of Pipes, Specials And Valves Required For Inlet, Outlet, Washout, Overflow And Bypass Arrangement. The Scope Of Work, However, Includes Cost Of Erecting, Laying And Jointing Of Pipe And Valves Including Cost Of Jointing Materials Upto 5 M Beyond Outer Face Of Outer Most Column ( Cost Of Pipe, Specials And Valves Is Taken As 10% Of The Cost Of Esr As Per Table ) . 470 For Esr Upto 500 Cum Capacity C.I. Double Flanged Pipes Upto 300 Mm Dia Shall Be Provided And C.I. Specials Shall Be Used. For Esr Above 500 Cum Capacity C.I. / M.S. Pipe Assembly With Minimum 8 Mm Thickness Upto 500 Mm Dia And Minimum 10 Mm Thickness Above 500 Mm Dia Can Be Used With Proper Anti-Corrosive Epoxy Treatment From In Side And Out Side. 471 Below Mentioned Rates Are For Foundation Swith Individual Footing With Bearing Capacity Of 20 Tonnes Per Square Metre. For Raft Foundations, These Rates Shall Be Increased By 7.5% Where Safe Bearing Capacity ( Sbc ) Is 5 Mt Per Sqm And By 5 % Where Sbc Is More Than 5Mt / Sqm And Upto 10 Mt / Sqm. This % Of5 % Or 7. 5 % Is Applicable For Estimation Of Amount Of Lumpsum Item Of Esr. For Extra Item Due To Change From Individual Foundation To Raft, Actual Increase In Concrete And Steel Be Paid As Per Relevant Dsr Item. 472 The Rate Shall Be Increased By 30 % For Bearing Piles Upto Depth Of 10 M And For Further Increased In Depth By 5 M Each, It Shall Be Increased By Another 10%. These Rates Are Applicable Where Raft Is Not Feasible. For Pile Foundations Sulphate Resistant Cement Shall Only Beused. Single Pile For The Column Is Not Permitted, Group Of Piles Shall Be Designed With Pile Cap For Each Column Of Esr. 473 The Rates Are Applicable For Staging Height Of 12 M. These Rates Shall Be Increased Or Decreased For Per Metre Variation In This Staging Height As Below : 474 12 To 16 M Staging - 2% Per Metre 475 16 To 20 M Staging - 3% Per Metre 476 20 M And Above - 4% Per Metre 477 For 17 M Staging Height, Percentage Calculation Will Be Like Below : 478 12 To 16 M --- 4 X 2 = 8% 479 16 & 17 M --- 1 X 3% = 3% Total = 11% 480 For 21 M Staging Height, Percentage Calculation Will Be Like Below : 481 12 To 16 M --- 4 X 2 = 8% 482 16 To 20 M --- 4 X 3% = 12% 483 20& 21 M --- 1 X 4% = 4% Total = 24% 484 Following Rates Are For Seismic Zone Iii. For Zone Iv, These Rates Shall Be Increased By 5% And For Zone Ii, These Rates Shall Be Decreased By 5%. Concerned Executive Engineer Shall Confirm The Seismic Zone For The Scheme From Seismic Zone Splan Before Estimation And Adopt Appropriate Rates As Per Actual Seismic Zones. ( Seismic Maps Attached In This Csr ) . 485 Notes 486 Conditions From Sr.No.1 To 10 Shall Form A Part And Parcel Of The Tender And Must Be Included In The Draft Tender Papers For Works Of R.C.C. E.S.R. 487 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. 488 Rates For Rcc Esrs 489 Upto 25, 000 Litres 490 Cost Of 25, 000 Litres Capacity 491 Add For Capacity Above 25, 000 Upto 50, 000 Litres 492 Cost Of 50, 000 Litres Capacity 493 Add For Capacity Above 50, 000 Upto 75, 000 Litres 494 Cost Of 75, 000 Litres Capacity 495 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 496 Cost Of 1, 00, 000 Litres Capacity 497 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 498 Cost Of 1, 50, 000 Litres Capacity 499 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 500 Cost Of 2, 00, 000 Litres Capacity 501 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 502 Cost Of 2, 50, 000 Litres Capacity 503 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 504 Cost Of 3, 00, 000 Litres Capacity 505 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 506 Cost Of 4, 00, 000 Litres Capacity 507 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 508 Cost Of 5, 00, 000 Litres Capacity 509 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 510 Cost Of 7, 50, 000 Litres Capacity 511 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 512 Cost Of 10, 00, 000 Litres Capacity 513 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 514 Cost Of 15, 00, 000 Litres Capacity 515 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 516 Cost Of 20, 00, 000 Litres Capacity 517 M1031rcc Gsr And Sump 518 Designing ( Aesthetically ) , And Constructing Rcc Ground Service Reservoirs / Rcc Sumps In M-300 Mix. Of Required Capacity Including Excavation In All Types Of Strata, Foundation Concrete, Container Walls, Bottom Slab Top Rcc Roof Slab / Or Dome, 20 Mm Thick Cement Plaster With Water Proofing Compound In Cm 1:3 Proportion. To Inside Face Of The Container, Including Epoxy Paint From Inside Including Refilling And Disposing Of Surplus Stuff Within Lead Of 50 M, All Labour And Material Charges, For Laying And Jointing Of Pipe Assembly For Inlet, Outlet Washout, Over Flow And Bye-Pass Arrangement Consisting Of C.I. / M.S. D / F. Pipes, Specials And Valves Of Given Diameters, Providing And Fixing Accessories Such As M.S. Ladder Inside And Outside, C.I. Manhole Frame And Cover, Water Top Slab, B.B. Masonry Chamber For All Valves, Ventilating Shafts, Including Giving Satisfactory Hydraulic Test And Water Tightness Test As Per Is Code And Providing Three Coat Of Cement Paints To All Expose Surface Of Structure Including Roof Surface Etc. Complete As Per Design Data, Criteria, Obligatory Requirements And Detailed Specifications. 519 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. 520 Notes 521 The Design Shall Be In Accordance With Various Relevant I.S. Specification ( I.S.456 / 2000, I.S.875-1987, I.S.3370-1965 Or Revised. ) 522 Only M.S. Bars Grade I Conforming To I.S. 432 Part-I Or High Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S.1139 Shall Be Used.Grade- Ii M.S. Bars Shall Not Be Used. 523 Entire Structure Shall Be In M-300 Only. 524 The Scope Of Pipe Assembly Work Shall Be Upto 5 Metre Beyond Out Side Face Of The Wall, Cost Of Pipes Valves And Specials Is Not Included In The Rate But Labour Cost For Laying And Jointing Is Included. 525 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. 526 The Job Includes Designing The Structure For Up Lift Pressure And Dewatering If Required During Entire Execution And Disposal Of Surplus Excavated Stuff Within Lead Of 50 Metres As Directed By Engineer-In-Charge. If Up Lifts Considered In Design, Then These Rates Shall Be Increased By 7.5%. 527 G.S.R. Outlets Shall Be With Bell Mouth Of Approved Pattern In Bottom Slab And Cost Of Designing Bell Mouth Is Included In The Rate. Sump Well Includes Cost Of Suction Pit Required At Bottom. 528 For Pipe Diameters Upto 300Mm Only Cipipes And Ci Specials Shall Be Used. For Pipe Diameters Above 300Mm, M.S. Pipes And Specials Minimum 10Mm Thick Shall Be Used With Proper Anti Corrosive Epoxy Treatment From Inside And Outside. 529 Cost Of Pump House Is Not Included In These Rates. 530 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. 531 75% Part Rate Shall Be Payable For Reinforcement, Concrete And Plastering Items Of All Types Of G.S.R. Sand Sump Still Satisfactory Hydraulic Testing For Water Tightness Test Is Given And Till That Work Shall Be Treated As Incomplete. 532 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. 533 Note: Conditions From Sr.No.1 To 11 Shall Form A Part And Parcel Of Tender And Must Be Included In The Draft Tender Papers For Work Of R.C.C .Gsrs And Sumps. 534 Rates For Rcc Gsrs And Sumps 535 Upto 25, 000 Litres 536 Cost Of 25, 000 Litres Capacity 537 Add For Capacity Above 25, 000 Upto 50, 000 Litres 538 Cost Of 50, 000 Litres Capacity 539 Add For Capacity Above 50, 000 Upto 75, 000 Litres 540 Cost Of 75, 000 Litres Capacity 541 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 542 Cost Of 1, 00, 000 Litres Capacity 543 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 544 Cost Of 1, 50, 000 Litres Capacity 545 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 546 Cost Of 2, 00, 000 Litres Capacity 547 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 548 Cost Of 3, 00, 000 Litres Capacity 549 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 550 Cost Of 5, 00, 000 Litres Capacity 551 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 552 Cost Of 10, 00, 000 Litres Capacity 553 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 554 Cost Of 15, 00, 000 Litres Capacity 555 Add For Capacity Above 15, 00, 000 Litres 556 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. 557 M1032unconventionalwater Treatment Plant 558 Designing ( Aesthetically ) , Providing And Constructinghigh Rate Unconventionalwatertreatmentplant I.E. Simplified Water Treatment Plant Consisting Of Civil Works Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti-Termitetreatmenttoentirestructurebelowgroundlevel, Ceramic Tiles For Floring, Acrylic Emulsion With Silicon Additives Paint From Outside Stainless Steel Railing, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow : Includingnecessaryhydraulic Testing, Structuraltesting And Trial For 3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) Works. 559 Aeration Fountain 560 Inlet Arrangements 561 Mixing Channel With Ventury Flume And Flow Measuring Arrangement 562 Inlet Channel 563 Flocculator- Conforming To I.S. 7208-1974 ( Type-C ) With Detention Period Of 30 Minutes 564 Tube Settlers-Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance 565 Rapid Sand Gravity Filters - All Valve Shall Be Glandless. 566 Filter House 567 Chemical House 568 Alum Tanks- 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. 569 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. 570 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. 571 Bypass Arrangement 572 External And Internal Electrification 573 Laboratory Equipments 574 Wash Water Tanks Of Capacity Equal To12 Minutes To Wash Specified Number Of Filter Beds At Time At 600 Lit / M2 / M Under Head Of 12M At Under Drain. 575 Wash Water Pumps With 100% Standby 576 Air Blowers Capable Of Delivering 600 Lmp Per Square Metre Of Free Air Of Filter Area At 0.4 Kg / Sqcm At The Under Drains ( 100 % Standby ) .Air Blowers Shall Be Adopted For Wtp Having Capacity More Than 3 Mld Only. Below 3 Mld Capacity, Air Blowers Shall Not Be Adopted. 577 Pure Water Sump Of Capacity Equal To 1 Hourpumping Capacity. 578 Pure Water Pump House Over The Sump / By The Side Of Sump. 579 Drainage Arrangements 580 Alum Store 581 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internalwbm Roads. 582 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 583 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. 584 All Rcc Structures Shall Be Constructed In M-250. Structures In Contact With Water Shall Be In M-300. 585 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. 586 All The Structural Steel Works / Fabrications Are To Be Provided With Application Of Hot Dip Zinc Coating According To Specification As Per Is 4759:1996 ( Reafirmed 2006 ) . 587 Note: Conditions From Sr. No. 1 To 28 Shall Form A Part And Parcel Of The Tender And Must Be Included In Draft Tender Papers For The Work Of Unconventional Treatment Plants. 588 Unconventional Water Treatment Plant 589 Fixed Cost For 1 Mld 590 Add For Capacity Above 1 Mld Upto 2 Mld 591 Cost Of 2 Mld Treatment Plant 592 Add For Capacity Above 2 Mld Upto 3 Mld 593 Cost Of 3 Mld Treatment Plant 594 M1033conventionalwater Treatment Plant 595 Designing ( Aesthetically ) , Providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, Mechanicalandelectricalworks Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow, Includingnecessaryhydraulic Testing, Structuraltesting, Equipmenttestingandtrialrunfora Periodof3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) . 596 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld 597 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) 598 Flash Mixer-Rapid Mixing Device, Detention Time 60 Seconds To Give Velocity Gradient 300 To 400 Sec -1, Vane Mixer Type Conforming To I.S. 7090 Of 1985. 599 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes. 600 Clarifier - Horizontal Flow Circular Tank, Detention Period 2-5 Hours, Overflow Rate 30 Cubic Metre Per Square Metre Per Day ( To Be Specified ) , Weir Loading Not More Than 300 Cubic Metre Per Metre Per Day, With Mechanical Sludge Scraper Conforming To I.S. No. 10313-1982. 601 Rapid Sand Filter Sand Filter House-Filter Designed For Filteration Rate Of 5, 000 Litres Per Square Metre Per Hour, Minimum 2 Beds For Plant Upto 10 Mld, For Larger Plants As Specified, Filters To Be Located In Filter House With Roof Slab, Pipe Gallery And Platform Minimum 5.5 Metre In Width. 602 Filtersand-Effective Size 0.45 To 0.70Mm, Uniformity Coefficient Not More Than 1.7, Nor Less Than 1.3, Depth Of Water Over Sand 0.75M, Free Board 50Cm, Gravel 0.45M In Depth, Sand And Gravel Conforming To I.S. 8491 ( I ) -77, Back Wash By Air Wash, Stand Ard Appurtenances ( To Be Specified ) , Rate Of Flow Controller, Filter Gauge, Sand Expansion Gauge, Etc. 603 Wash Water Tank-Capacity To Be Specified And Suitable To Supply Water To Wash 2 Filter Units At A Time Where The Units Are 4 Or More. 604 Wash Water Pumps- Capacity To Fill Water Tank In 1 Hour With 100% Standby. 605 Air Blowers-Capable Of Delivering 600 Lmp Per Square Metre Of Free Air, Of Filter Area At 0.4Kg / Sqcm At The Under Drains ( 100% Standby ) . 606 Chemical House In Two Storeys 607 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. 608 First Floor To Accommodate Alum And Lime Tanks.Etc. 609 Solution Tanks-Minimum 3 Tanks ( One For Preparation, Second For Dosing And Third As Standby ) , Each Tank Capable Of Giving 8 Hours Maximum Dose Without Interruption, Minimum Free Board 0.30M, Trays For Dissolving, Level Indicator, Mechanical Agitation Devices, Solution Feed And Drain Lines, Solution Feed Device ( Constant Head Device, Strength Of Solution Upto 10% Only ) Conforming To I.S. 9222 Part-I 1979. 610 Pure Water Sump And Sump House. 611 Capacity Of Sump – One Hour Of Designed Flow. 612 Pump House- Pump House Of Required Size Over The Sump Or By The Side. 613 Store House-Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. 614 Vacuum Feed Type Chlorinators- Make Tobe Approved By Mjp. 615 Conforming To I.S. 10533 - A Part-Ii 1983 616 Rate For Withdrawal 617 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) 618 45 67Tonnes 619 10 6.359.50 110 620 15 10.75 16.10130 621 20 14.50 21.24254 622 27&Above18.70 28.12315 623 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part-I 1983. 624 100% Standby Shall Be Provided. 625 By Pass Arrangements - C.I. Or M.S. Pipes. 626 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe 627 For Wtp Of Capacity 30 Mld And More Additional Arrangement For Backwash Water Recycle Shall Be Provided, Including Sump, Pupming Machinary, Rising Main Etc Complete 628 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. 629 Electrical Installation – Both Internal And External Including Entire Plant Area. 630 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . 631 Sanitary Blocks – Carpet Area -15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. 632 Administrative Block And Internal Road-To Accommodate Office Room, Chlorine Room, Laboratory Room, Panel Board Room, Blower Room Etc. And Wbm Road To Connect All Units From Main Gate Of Plot. 633 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 634 All Pipes Condutes Channels With20%Overloading 635 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 636 All Rcc Structures Shall Be Constructed In M-300. 637 Note: Conditions From Sr. No. 1 To 22 Shall Form A Part And Parcel Of The Tender And Must Be Incorporated In Draft Tender Papers Of Conventional Treatment Plants ( Proposed ) . 638 Conventional Water Treatment Plant 639 Above3 Mld To Upto 5 Mld 640 Cost Of 5 Mld Treatment Plant 641 Add For Capacity Above 5Mld Upto 10 Mld 642 Cost Of 10 Mld Treatment Plant 643 Add For Capacity Above 10 Mld Upto20 Mld 644 Cost Of 20 Mld Treatment Plant 645 Add For Capacity Above 20 Mld Upto 50 Mld 646 Cost Of 50 Mld Treatment Plant 647 Add For Capacityabove 50 Mld Upto 100 Mld 648 Cost Of 100 Mld Treatment Plant 649 Add For Capacity Above 100 Mld 650 M1034gpt / Hygpt :Drilling By Rotary Drill Machine Of Size 300Mm & 400Mm Dia With T.C. Drill Bit For Tubewells In All Kinds Of Soil Including Moorum, Hard Soil, Soil Mixed With Pebbles, Shingles, Compacted Soil, Clay, Soft And Decomposed Rock Etc, Up To 60 Meters Depth Including Reaming To Facilitate Smooth Lowering Of Casing Pipe Etc. As Per Specification And Direction Of E / I ( Basic Rates ) 651 300 Mm Dia For Gpt 652 400 Mm Dia For Hygpt 653 M1035hydt : Cost Of Drilling 200 Mm X 165 Mm X 125 Meter Deep Bore Well In All Kinds Of Soil And Rock In Rural Area For Installation Of Pump Set With Hydraulic Dth Rig Machine, All Complete Including Supplying All Materials, Tools, Drilling Rig, Air Compressor And Equipments, As Well As Fuel, Lubricants And Cost Of Transportation Of Rig Machine And Other Vehicles Up To The Site ( Basic Rates ) 654 From 0-50 Meter 655 From 51-125 Meter 656 M1037dt :Basic Rates For 125 / 115 Mm Dia Drilled Tube-Well For Drilling In All Kinds Of Soil And Rock For Installation Of Hand Pump With Dth Rig Machine All Complete Including Supplying All Materials, Labours, Tools, Drilling, Rigs, Air Compressor And Equipments As Well As Fuel Lubricant, For Making 125 / 115 Mm Dia Boring Etc. And Cost Of Transporting Rig Machine And Other Vehicle Up To Site Of Work As Per Specification And Dirrection Of Engineer Incharge ( Basic Rates ) 657 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 658 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 659 M1038trenchless 660 Installation Of Product Pipe By Manual Pipe Jacking Method Including Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Manual Shielded Excation , Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering -In - Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 661 From 900 Mm To 1000 Mm Dia 662 In Soft Soil 663 In Hard Soil 664 In Sandy Soil 665 In Stone Soil 666 From 1000 Mm To 1200 Mm Dia 667 In Soft Soil 668 In Hard Soil 669 In Sandy Soil 670 In Stone Soil 671 Above 1200 Mm To 1500 Mm Dia 672 In Soft Soil 673 In Hard Soil 674 In Sandy Soil 675 In Stone Soil 676 Installation Of Product Pipe By Auger Boring Methodincluding Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Shielded Excavation , Through Auger Boring Process Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering -In - Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 677 Upto 300 Mm Dia 678 In Soft Soil 679 In Hard Soil 680 In Sandy Soil 681 In Stone Soil 682 Above300 Mm To 450 Mm Dia 683 In Soft Soil 684 In Hard Soil 685 In Sandy Soil 686 In Stone Soil 687 Above 450 Mm To 600 Mm Dia 688 In Soft Soil 689 In Hard Soil 690 In Sandy Soil 691 In Stone Soil 692 Above 600 Mm To 900 Mm Dia 693 In Soft Soil 694 In Hard Soil 695 In Sandy Soil 696 In Stone Soil 697 Installation Of Product Pipe By Guided Auger Boring Methodincluding Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Shielded Excavation , Through Auger Boring Process Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering -In - Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 698 Upto 300 Mm Dia 699 In Soft Soil 700 In Hard Soil 701 In Sandy Soil 702 In Stone Soil 703 Above300 Mm To 450 Mm Dia 704 In Soft Soil 705 In Hard Soil 706 In Sandy Soil 707 In Stone Soil 708 Above 450 Mm To 600 Mm Dia 709 In Soft Soil 710 In Hard Soil 711 In Sandy Soil 712 In Stone Soil 713 Above 600 Mm To 900 Mm Dia 714 In Soft Soil 715 In Hard Soil 716 In Sandy Soil 717 In Stone Soil 718 M1039providing And Supplying Isi Mark Ci / D / F Reflux Valves ( Non Return Valves ) Of Following Dia Inspection Charges Unloading From Railway Wagon , Loading Into Truck Transportation Upto Department Stores / Site Unloading Stacking Etc. Complete Reflux Valve As Per Is 5312 Part I ( 1984 ) 719 Without Byepass Arrangement - Pn-1 720 50 Mm 721 65 Mm 722 80 Mm 723 100 Mm 724 125 Mm 725 150 Mm 726 200 Mm 727 250 Mm 728 300 Mm 729 350 Mm 730 400 Mm 731 450 Mm 732 500 Mm 733 600 Mm 734 700 Mm 735 750 Mm 736 800 Mm 737 900 Mm 738 1000 Mm 739 1100 Mm 740 1200 Mm 741 With Byepass Arrangement - Pn-1 742 50 Mm 743 65 Mm 744 80 Mm 745 100 Mm 746 125 Mm 747 150 Mm 748 200 Mm 749 250 Mm 750 300 Mm 751 350 Mm 752 400 Mm 753 450 Mm 754 500 Mm 755 600 Mm 756 700 Mm 757 750 Mm 758 800 Mm 759 900 Mm 760 1000 Mm 761 1100 Mm 762 1200 Mm 763 Without Byepass Arrangement - Pn-1.6 764 50 Mm 765 65 Mm 766 80 Mm 767 100 Mm 768 125 Mm 769 150 Mm 770 200 Mm 771 250 Mm 772 300 Mm 773 350 Mm 774 400 Mm 775 450 Mm 776 500 Mm 777 600 Mm 778 With Byepass Arrangement - Pn-1.6 779 50 Mm 780 65 Mm 781 80 Mm 782 100 Mm 783 125 Mm 784 150 Mm 785 200 Mm 786 250 Mm 787 300 Mm 788 350 Mm 789 400 Mm 790 450 Mm 791 500 Mm 792 600 Mm 793 Providing Double Flange Sluice Valve ( Size 50 Mm To 1200 Mm ) Confirming For Is - 2906 / 14846 Including Worn Gear Arrangements As Per Test Pressure Stailess Steel Spindle , Caps Transportation Etc. All Complete . 794 With Byepass Arrangement - Pn-1 795 50 Mm 796 65 Mm 797 80 Mm 798 100 Mm 799 125 Mm 800 150 Mm 801 200 Mm 802 250 Mm 803 300 Mm 804 350 Mm 805 400 Mm 806 450 Mm 807 500 Mm 808 600 Mm 809 700Mm 810 750 Mm 811 800 Mm 812 900 Mm 813 1000 Mm 814 1100 Mm 815 1200Mm 816 Without Byepass Arrangement - Pn-1 817 50 Mm 818 65 Mm 819 80 Mm 820 100 Mm 821 125 Mm 822 150 Mm 823 200 Mm 824 250 Mm 825 300 Mm 826 350 Mm 827 400 Mm 828 450 Mm 829 500 Mm 830 600 Mm 831 700Mm 832 750 Mm 833 800 Mm 834 900 Mm 835 1000 Mm 836 1100 Mm 837 1200Mm 838 Providing Double Flange Sluice Valve Confirming For Is - 2906 / 14846 Including Worn Gearas Per Test Pressure Stailess Steel Spindle , Caps Transportation Etc. All Complete For Rateincluding All Taxes . . 839 Without Byepass Arrangement - Pn-1.6 840 50 Mm 841 65 Mm 842 80 Mm 843 100 Mm 844 125 Mm 845 150 Mm 846 200 Mm 847 250 Mm 848 300 Mm 849 350 Mm 850 400 Mm 851 450 Mm 852 500 Mm 853 600 Mm 854 700Mm 855 750 Mm 856 800 Mm 857 900 Mm 858 1000 Mm 859 1100 Mm 860 1200Mm 861 With Byepass Arrangement - Pn-1.6 862 50 Mm 863 65 Mm 864 80 Mm 865 100 Mm 866 125 Mm 867 150 Mm 868 200 Mm 869 250 Mm 870 300 Mm 871 350 Mm 872 400 Mm 873 450 Mm 874 500 Mm 875 600 Mm 876 M1040design And Supply Of V -Wire Screen Laterals Suitable For Infiltration Galleryas Per Site Condition And Detail Provided End Connection Suitable Flange Excluding Taxes And Transportation . 877 Dia - 06 Inch ( 150 Mm ) 878 Id - 153 Mm Od -167 Mm 879 Screen Thickness - 07 Mm 880 Slot - 1.00 Mm 881 Moc - Lowcarbon Galvenised Steel 882 Length - 5 Mtr. 883 Dia - 08 Inch ( 200 Mm ) 884 Id - 205 Mm Od -221Mm 885 Screen Thickness - 08 Mm 886 Slot - 1.00 Mm 887 Moc - Lowcarbon Galvenised Steel 888 Length - 5 Mtr. 889 Dia - 10 Inch ( 250 Mm ) 890 Id - 256 Mm Od -276Mm 891 Screen Thickness - 10 Mm 892 Slot - 1.00 Mm 893 Moc - Lowcarbon Galvenised Steel 894 Length - 5 Mtr. 895 Dia - 12 Inch ( 300 Mm ) 896 Id - 306 Mm Od -326 Mm 897 Screen Thickness - 10 Mm 898 Slot - 1.00 Mm 899 Moc - Lowcarbon Galvenised Steel 900 Length - 5 Mtr. 901 Dia - 14 Inch ( 350 Mm ) 902 Id - 338 Mm Od -363 Mm 903 Screen Thickness - 12.5 Mm 904 Slot - 1.00 Mm 905 Moc - Lowcarbon Galvenised Steel 906 Length - 5 Mtr. 907 M1041supplying All Materials, Labours, Equipments For Lowering 125Mm Dia Blue Upvc Casing Pipe As Casing For Protecting The Sides From Falling During The Process Of Drilling All Complete Including Carriage Of Materials To Work Site ( Basic Rate ) . 908 M1042supplying All Tools, Equipments And Labour And Doing Washing, Flushing And Development Of Drilled Tube Well To Give Clean And Clear Water All Complete As Per Dirction E / I ( Basic Rate ) . 909 M1043supplying Labour Cement And Calcium Chloride Or Bentonite Solution And Equipments For Grouting The Casing Pipe After Lowering In The Bore Including Carriage Of Materials To Work Site Etc. All Complete As Per Specification & Direction Of E / I ( Basic Rate ) . 910 M1044supplying Labour And Equipments Including 125Mm Dia G.I. Cap And Fitting And Fixing Over The Casing Pipe Of Tube Well Properly And Taking It Out As Per Direction E / I ( The Cap Will Be The Property Of Department ) ( Basic Rate ) . 911 M1045supplying All Materials, Labours, Equipments For Constructing P.C.C. ( 1:2:4 ) Circular Platform Around Drilled Tube Well Including 12Mm Thick Cement Plaster ( 1:4 ) With Neat Cement Punning Over Exposed Surface As Per Unicef Design, Etc. All Complete Including Carriage Of Materials ( Basic Rate ) . 912 M1046supplying All Materials, Labours And Equipments For Constructing P.C.C. ( 1:2:4 ) Drain As Per Unicef Design Etc. All Complete Including Carriage Of Materials ( Basic Rate ) . 913 M1047supplying Extra Deep Well Hand Pump Complete Sets With Cylinder Assembly & Connecting Rod ( 12 Pcs ) As Per Is : 15500 Part-2 / 2004 ( Basic Rate ) . 914 M1048supply Of 200Mm Dia X 3.00M Long Upvc Casing Pipe Conferming To Is : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 915 M1049supply Of 200Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 916 M1050supply Of 125Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 917 M1051supplying All Tools, Equipments And Labour And Lowering 32 Mm Dia Medium Quality G.I. Pipe In Drilled Tube Well In 3 Mtrs. Length All Complete As Per Dirction E / I Including Carriage Of Materials ( Basic Rate ) . 918 M1052supplying All Tools, Labour For Fitting And Fixing Deep Well Cylinder With Necessary Connecting Rod Complete Job As Per Specification & Direction Of E / I Including Carriage Of Materials ( Basic Rate ) . 919 M1053supplying All Materials, Labours And Fixing India Mark Ii Hand Pump With All Accessories All Complete Job As Per Direction Of E / I Including Carriage Of Materials ( Basic Rate ) . 920 M1054design, Supply, Installation Testing & Commissioning Of Packaged Water Treatment Plants ( Unconventional Type ) Of Different Capacity With ( 20 Hours Operation ) Comprising Of Lamella Clarifier, Static Mixture Flocculation Tank ( Smet ) , Multi Grade Filter ( Mgf ) With Best Quality Filter Media, Lime / Coagulant / Polymer Dosing System Hypo Chloride Dosing System, Raw Water Feed Pump / Clear Water Transfer Pump ( Either Or ) , Sludge Transfer Cum Recirculation Pump, Filter Feed Pump & Back Wash Pump Including All Fitting Like Valve And Other Special Fittings And Electrical Power Supply To The Different Supplied Units With Mcb Panel Internal Electrification With Lighting Arrangement With Treatment Plant Site With Provision Of Chemical Storage And Water Testing Boratoryfacility Should Be From A Reputed Manufacturer / Authorized Distribution / Authorized Dealer Conforming To Relevant Is Codes And Certified By Iso-9001-2008 & 14001, It Also Include Cost Of Civil Foundation, Including Clarified Water Tank Internal Connecting Pipe Line From Raw Water Inlet To Cwr And Applying Internal Epoxy Paint On The Supply Equipment All The Prices Are Exclusive Of Gst, Allied Structure / Items Which Are Site Specific Such As External Electrification, Approach Road, Foot Bridge, Cofferdam, Compound Wall, Scada And Automation, Cwr Pumps Etc Are To Be Considered Extra. 921 0.2 Mld 922 0.3 Mld 923 0.4 Mld 924 0.5 Mld 925 0.6 Mld 926 M1055pumps 927 Supplying100 Mm Dia Submersible Pump Sets Confirming To Is 8034 And Motor Confirming To Is 9283. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Pump Shaft And Polypropylene / Noryl Impeller. Motor Suitable For Working On 415V+10%, 3Ph, 50 Hz, A.C. Supply With Cable Guard, Thrust Carbon / Fiber Bearing To Withstand Entire Hydraulic Thrust, Water Proof Winding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Anti Thrust Stream Lined Non Return Valve Shall Be Provided With Pump. 3 Meter Submersible Copper Conductor Cable In Single / Double Run Shall Be Provided With Each Pump. 928 Submersible Pump Set 100 Mm Dia ( With Polypropylene / Noryl Impeller ) Up To 20 Stages 929 1 H.P. 930 1.5Hp 931 2 Hp 932 2.5 Hp 933 3.0 Hp 934 4.0 Hp 935 5.0 Hp 936 Supply Rate Should Be Increased By Rs 200 / - Per Stage For Pump With More Than 20 Stages 937 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 8 Stages 938 1.5 Hp 939 2.0 Hp 940 3.0 Hp 941 4.0 Hp 942 5.0 Hp 943 6.0 Hp 944 7.5 Hp 945 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 8 Stages 946 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 12 Stages 947 8.0 Hp 948 9.0 Hp 949 10.0 Hp 950 11.0 Hp 951 12.5 Hp 952 15.0 Hp 953 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 12 Stages 954 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 20 Stages 955 17.5 Hp 956 20.0 Hp 957 25 Hp 958 1 ) Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 20 Stages For Bore Well Only. 959 For Other Use 200 Mm Dia Pump Shall Be Preferred Over 150 Mm Dia With More Than 20 Stage Pump. 960 2 ) For 150 Mm Dia Energy Efficient Pumps Add As Below 961 A. Up To 8 Stages :- 3% On Supply Rate 962 B. Up To 12 Stages :- 4% On Supply Rate 963 C. Up To 15 Stages :- 5% On Supply Rate 964 M1056pressure Gauge 965 Providing Fabricating, Testing And Commisioning Pressure Vessel Fabricating In M.S Plate On Providing Foundation Including Epoxy Paint 966 Pressure Gauge ( 100 Mm Dia ) 967 Pressure Gauge ( 150 Mm Dia ) 968 Vacuum / Combination Gauge 969 Supplyingvacuum Gauge / Combination Gauge Of Required Range Complete With Syphon Tube, Isolating Cock Suitable For 12 Mm Dia G.I. Pipe. 970 Vacuum / Combination Gauge – 100 Mm Dia 971 Vacuum / Combination Gauge – 150 Mm Dia 972 M1057lifting Equipment 973 Chain Pulley Block 974 Supplyingtriple Spur Gear Type Chain Pulley Block Suitable For Capacity As Below With 3 M Lift Complete With Load Chain And Hand Chain Suitable For Above Lift, Tested To 50% Over Load As Per Is 3832 Carrying Isi Mark. 975 1 Tonne Capacity 976 2 Tonne Capacity 977 3 Tonne Capacity 978 Hand Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 979 Supplyingsingle Girder Hand Operated Circular / Rectangular Travelling Crane With 6 M Lift Complete With Chain Pulley Block Isi Marked And Travelling Trolley Both Tested For 50% Overload Including Arrangement For Longitudinal Travel / Circular Travel And Cross Travel With Wheel, Hand Chain, Etc Complete. 980 3 Tonne Capacity 981 Up To 5 M Span 982 Above 5 M Up To 6 M Span 983 Above 6 M Up To 8 M Span 984 5 Tonne Capacity 985 Up To 5 M Span 986 Above 5 M Up To 6 M Span 987 Above 6 M Up To 8 M Span 988 Above 8 M Up To 10 M Span 989 Electric Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 990 Supplying 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 Pendant Control Block. 991 5 Tonne Capacity 992 Above 6 M Up To 8 M Span 993 Above 8 M Up To 10 M Span 994 7.5 Tonne Capacity 995 Above 6 M Upto 8 M Span 996 Above 8 M Up To 10 M Span 997 10 Tonne Capacity 998 Above 6 M Up To 8 M Span 999 Above 8 M Up To 10 M Span 1000 Square Bar / Rail 1001 Providing, Erecting And Fixing Square Bar Of En 8 As Rail For Over Head Crane On Provided Track, Girder / Continuous Corbel Beam, Including Supporting Plate And “J” Bolts. 1002 50 X 50 Mm ( En 8 ) 1003 40 X 40 Mm ( En 8 ) 1004 M1058lightening Arrester, Ab Switch, Insulators 1005 Lightening Arrestor 1006 Supplying, Erecting Approved Make Thyrite Type Lightening Arrestor Suitable For H.T. Supply With Necessary Ancillary Material Complete On Provided Cross Arm And Connected To Overhead Line. 1007 Suitable For 11 Kv Supply, Distribution Class 1008 Suitable For 22 Kv Supply, Distribution Class 1009 Suitable For 33 Kv Supply, Station Class 1010 Disc Insulator 1011 Supplying, Erecting Porcelain Disc Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm 1012 Suitable For 11Kv Line 1013 Suitable For 33Kv Line 1014 Pin Insulator 1015 Supplying, Erecting Porcelain Pin Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm 1016 Suitable For 11Kv Line 1017 Suitable For 33Kv Line 1018 Air Break Switch Without Earth Switch 1019 Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps 1020 Suitable For 11Kv Line 1021 Rocking / Tilting Type 1022 Rotating Type 1023 Suitable For 33Kv Line 1024 Rocking / Tilting Type 1025 Rotating Type 1026 Air Break Switch With Earth Switch 1027 Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch With Earth Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps 1028 Suitable For 11Kv Line 1029 Rotating Type 1030 Suitable For 33Kv Line 1031 Rotating Type 1032 Drop Out Fuse ( Channel Mounted ) 1033 Supplying, Erecting Approved Make Out Door Type Drop Out Fuse Channel Type With Insulator Complete With Fuse Holders Fuse Barrel With Metal Fittings, Fuse Element, With Working Currentup To 50 Amp, Capacity Completeerected On Provided Cross Arm, Each Set Comprising 3 Units 1034 Suitable For 11 Kv Line 1035 Suitable For 33 Kv Line 1036 Horn Gap Fuse ( Channel Mounted ) 1037 Supplying, Erecting Approved Make Out Door Type Horn Gap Type Fuse With Insulator, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units 1038 Suitable For 11 Kv Line 1039 Suitable For 33 Kv Line 1040 M1059transformer 1041 Power Transformer ( With Off Load Tap Changer ) Any Isi Mark 1042 Supplyingoutdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 450 C By Thermometer In Oil And 500 C By Theresistance In Winding After Continuous Run At Full Load Rating, Thetransformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provideseparateearthing. The Transformer Shall Have Power Terminal Arrangement, Bushing / Cable End Box On Ht Side And Cable End Box On Lt Side. 2 Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- 1043 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 1044 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 1045 3. Oil Drain Valve 1046 4. Oil Filter Valve 1047 5. Lifting Eyes / Hooks 1048 6. Two Earthing Terminals 1049 7. Diagram And Rating Plate 1050 8. Air Vent 1051 9. Explosion Vent 1052 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1053 11. Four Bi Directional Plain Roller. 1054 Power Transformer 11000 / 433 Volts With Off Load Tap Changer – 12.5% To +2.5% In Steps Of 2.5% As Per Bis Level-2. 1055 63 Kva ( No Load Loss 180W And Load Loss 1235W ) 1056 100 Kva ( No Load Loss 260W And Load Loss 1760W ) 1057 160Kva ( No Load Loss 260W And Load Loss 1760W ) 1058 200Kva ( No Load Loss 500W And Load Loss3000w ) 1059 250Kvaa ( No Load Loss 550W And Load Loss3600w ) 1060 315Kva ( No Load Loss 580W And Load Loss 4200W ) 1061 400 Kva ( No Load Loss 715W And Load Loss 5000W ) 1062 500 Kva ( No Load Loss 850W And Load Loss 5800W ) 1063 630 Kva ( No Load Loss 1000W And Load Loss 7000W ) 1064 750 Kva ( No Load Loss 1500W And Load Loss 8000W ) 1065 Power Transformer ( With On Load Tap Changer ) 1066 Supplyingoutdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 450 C By Thermometer In Oil And 500 C By Theresistance In Winding After Continuous Run At Full Load Rating, Thetransformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provideseparateearthing. The Transformer Shall Have Power Terminal Arrangement, Bushing / Cable End Box On Ht Side And Cable End Box On Lt Side. 2Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. The Oltc Should Be Suitable For Minimum 50 Operations Per Day. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- 1067 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 1068 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 1069 3. Oil Drain Valve 1070 4. Oil Filter Valve 1071 5. Lifting Eyes / Hooks 1072 6. Two Earthing Terminals 1073 7. Diagram And Rating Plate 1074 8. Air Vent 1075 9. Explosion Vent 1076 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1077 11. Four Bi Directional Plain Roller. 1078 12. Buchholz Relay 1079 13. Resistance Temp. Detector 1080 14. Marshalling Box 1081 15. Automatic Voltage Regulator ( Avr ) 1082 16. Remote Tap Changing Controller ( Rtcc ) 1083 Transformer 11000 / 433 Volts Withon Load Tap Changer – 15% To +5% In Steps Of 1.25% With Rtcc, Avr And Marshalling Box And Other Specification As Per Bis Level-2. 1084 750 Kva 1085 1000 Kva 1086 1250 Kva 1087 1600 Kva 1088 2000 Kva 1089 M1060motors 1090 Foot Mounted Motors Tefc 1500 Rpm 1091 Supplyingfoot Mounted Tefc 1500 Rpm, Squirrel Cage Induction Motor, Conforming To Is 325 Having Continuous Rating Suitable For Operation At 415 Volts + / -10%, 3 Phase, 50 Hz + / -3% With “F” Class Insulation Temperature Rise Limited To Class “B” Insulation. Motors Conform To Is-12615 With Efficiency Level Ie3 And Provided With Enclosure Protection Class Ip-55. 1092 15 Kw ( 20 Hp ) 1093 18.5 Kw ( 25 Hp ) 1094 22 Kw ( 30 Hp ) 1095 30 Kw ( 40 Hp ) 1096 37 Kw ( 50 Hp ) 1097 45 Kw ( 60 Hp ) 1098 55 Kw ( 75 Hp ) 1099 75 Kw ( 100 Hp ) 1100 90 Kw ( 120 Hp ) 1101 110 Kw ( 150 Hp ) 1102 132Kw ( 180Hp ) 1103 160Kw ( 215 Hp ) 1104 250Kw ( 335 Hp ) 1105 Foot Mounted Motor Tefc 1500 Rpm 1106 0.75 Kw ( 1Hp ) 1107 1.1 Kw ( 1.5 Hp ) 1108 1.5 Kw ( 2 Hp ) 1109 2.2 Kw ( 3 Hp ) 1110 3.7 Kw ( 5 Hp ) 1111 5.5 Kw ( 7.5 Hp ) 1112 7.5 Kw ( 10 Hp ) 1113 9.3 Kw ( 12.5 Hp ) 1114 11 Kw ( 15 Hp ) 1115 M1061aluminium Cable 1116 Cable 1117 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1118 Supplyingxlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1119 3 Core 2.5 Sq Mm 1120 3 Core 4 Sq Mm 1121 3 Core 6 Sq Mm 1122 3 Core 10 Sq Mm 1123 3 Core 16 Sq Mm 1124 3 Core 25 Sq Mm 1125 3 Core 35 Sq Mm 1126 3 Core 50 Sq Mm 1127 3 Core 70 Sq Mm 1128 3 Core 95 Sq Mm 1129 3 Core 120 Sq Mm 1130 3 Core 150 Sq Mm 1131 3 Core 185 Sq Mm 1132 3 Core 240 Sq Mm 1133 3 Core 300 Sq Mm 1134 3 Core 400 Sq Mm 1135 Aluminium Conductor 3.5 Core, Xlpe / Pvc Insulated & Unarmoured Cable 1136 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three And Half Core, Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Completein An Approved Manner. 1137 3.5 Core 25 Sq Mm 1138 3.5 Core 35 Sq Mm 1139 3.5 Core 50 Sq Mm 1140 3.5 Core 70 Sq Mm 1141 3.5 Core 95 Sq Mm 1142 3.5 Core 120 Sq Mm 1143 3.5 Core 150 Sq Mm 1144 3.5 Core 185 Sq Mm 1145 3.5 Core 240 Sq Mm 1146 3.5 Core 300 Sq Mm 1147 3.5 Core 400 Sq Mm 1148 Ht Aluminium Three Core 3.3 Kve Cable Xlpe Insulated 1149 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1150 3 Core 35 Sq Mm 1151 3 Core 50 Sq Mm 1152 3 Core 70 Sq Mm 1153 3 Core 95 Sq Mm 1154 3 Core 120 Sq Mm 1155 3 Core150sq Mm 1156 3 Core 185 Sq Mm 1157 3 Core 240Sq Mm 1158 3 Core 300 Sq Mm 1159 3 Core 400 Sq Mm 1160 Ht Aluminium Three Core 6.6 Kv ( Ue ) / 11Kv Ecable Xlpe Insulated 1161 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1162 3 Core 35 Sq Mm 1163 3 Core 50 Sq Mm 1164 3 Core 70 Sq Mm 1165 3 Core 95 Sq Mm 1166 3 Core 120 Sq Mm 1167 3 Core150sq Mm 1168 3 Core 185 Sq Mm 1169 3 Core 240Sq Mm 1170 3 Core 300 Sq Mm 1171 3 Core 400 Sq Mm 1172 Ht Aluminium Three Core 11Kv ( Ue ) Cable Xlpe Insulated 1173 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1174 3 Core 35 Sq Mm 1175 3 Core 50 Sq Mm 1176 3 Core 70 Sq Mm 1177 3 Core 95 Sq Mm 1178 3 Core 120 Sq Mm 1179 3 Core150sq Mm 1180 3 Core 185 Sq Mm 1181 3 Core 240Sq Mm 1182 3 Core 300 Sq Mm 1183 3 Core 400 Sq Mm 1184 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1185 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1186 3 Core 4 Sq Mm 1187 3 Core 6 Sq Mm 1188 3 Core 10 Sq Mm 1189 3 Core 16 Sq Mm 1190 3 Core 25 Sq Mm 1191 3 Core 35 Sq Mm 1192 3 Core 50 Sq Mm 1193 3 Core 70 Sq Mm 1194 3 Core 95 Sq Mm 1195 3 Core 120 Sq Mm 1196 3 Core 150 Sq Mm 1197 3 Core 185 Sq Mm 1198 3 Core 240 Sq Mm 1199 3 Core 300 Sq Mm 1200 3 Core 400 Sq Mm 1201 M1062copper Cable 1202 Cable 1203 3 Core Pvc Insulated, Pvc Sheathed Copper Conductor Flat Submersible Cable . 1204 Supplying , Flat Flexible Submersible Cable With, Copper Conductor, Pvc Insulated, And Pvc Sheathed . 1205 3 Core 1.5 Sq Mm 1206 3 Core 2.5 Sq Mm 1207 3 Core 4 Sq Mm 1208 3 Core 6 Sq Mm 1209 3 Core 10 Sq Mm 1210 3 Core 16 Sq Mm 1211 3 Core 25 Sq Mm 1212 3 Core 35 Sq Mm 1213 Copper Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1214 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1215 3 Core 1.5 Sq Mm 1216 3 Core 2.5 Sq Mm 1217 3 Core 4 Sq Mm 1218 3 Core 6 Sq Mm 1219 3 Core 10 Sq Mm 1220 3 Core 16 Sq Mm 1221 3 Core 25 Sq Mm 1222 3 Core 35 Sq Mm 1223 3 Core 50 Sq Mm 1224 3 Core 70 Sq Mm 1225 3 Core 95 Sq Mm 1226 Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . 1227 Supplyingxlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Completein An Approved Manner. 1228 3.5 Core 1.5 Sq Mm 1229 3.5 Core 2.5 Sq Mm 1230 3.5 Core 4 Sq Mm 1231 3.5 Core 6 Sq Mm 1232 3.5 Core 10 Sq Mm 1233 3.5 Core 16 Sq Mm 1234 3.5 Core 25 Sq Mm 1235 3.5 Core 35 Sq Mm 1236 3.5 Core 50 Sq Mm 1237 3 .5 Core 70 Sq Mm 1238 3.5 Core 95 Sq Mm 1239 3.5 Core 120 Sq Mm 1240 3 .5 Core150sq Mm 1241 3.5 Core 185 Sq Mm 1242 3.5 Core 240Sq Mm 1243 3.5 Core 300 Sq Mm 1244 3.5 Core 400 Sq Mm 1245 Copper Conductor 3.5 Core Xlpe / Pvcunarmoured 1246 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1247 3.5Core 25 Sq Mm 1248 3.5Core 35 Sq Mm 1249 3.5 Core 50 Sq Mm 1250 3.5 Core 70 Sq Mm 1251 3.5 Core 95 Sq Mm 1252 3.5 Core 120 Sq Mm 1253 3.5 Core150sq Mm 1254 3.5 Core 185 Sq Mm 1255 3.5 Core 240Sq Mm 1256 3.5 Core 300 Sq Mm 1257 3.5 Core 400 Sq Mm 1258 Copper Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1259 Supplyingxlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1260 3 Core 1.5 Sq Mm 1261 3 Core 2.5 Sq Mm 1262 3 Core 4 Sq Mm 1263 3 Core 6 Sq Mm 1264 3 Core 10 Sq Mm 1265 3 Core 16 Sq Mm 1266 3 Core 25 Sq Mm 1267 3 Core 35 Sq Mm 1268 3 Core 50 Sq Mm 1269 3 Core 70 Sq Mm 1270 3 Core 95 Sq Mm 1271 3 Core 120 Sq Mm 1272 3 Core 150Sq Mm 1273 3Core 185 Sq Mm 1274 3 Core 240 Sq Mm 1275 3 Core 300 Sq Mm 1276 3 Core 400 Sq Mm 1277 M1063foot Valve 1278 Foot Valve 1279 Supplying C.I. Foot Valve Having Single Leather Flap And Gunmetal Seating. Valve Shall Be Fixed On Suction Side Of Pump As Per Requirement Including Jointing Material And Hardware. 1280 Flanged Type 1281 50 Mm 1282 65 Mm 1283 80 Mm 1284 100 Mm 1285 125 Mm 1286 150 Mm 1287 M1064aircircuit Breaker 1288 Acbbreaking Capacity 50Ka Thermal Magnetic Manual Draw Out Type 3 Pole 1289 630A 1290 800A 1291 1000A 1292 1250A 1293 1600A 1294 2000A 1295 M1065starter 1296 D.O.L. Starter With Ss Enclosure With 380 / 415 Volt Coil 1297 7.5 H.P. 1298 10 H.P. 1299 Supplyingfully Automatic Star Delta Starter To Operate Induction Motor Working On415v, 3Phase, 50 Hz With No Volt Coil, Over Load Element, On-Off Push Buttons, With Necessary Materials And Connected To Supply, Etc Complete Starter With Original Sheet Steel Encloser 1300 F.A.S.D Starter 1301 10.0 H.P. 1302 15 H.P. 1303 20 H.P. 1304 25 H.P. 1305 35 H.P. 1306 40 Hp 1307 50 Hp 1308 75 H.P. 1309 100 H.P. 1310 125 H.P. 1311 150 H.P. 1312 250 H.P. 1313 M1066servo Controlled Automatic Voltage Stabilizer 1314 Providing, Erecting Servo Controlled Automatic Voltage Stabiliser Suitable For Out Put Voltage Of 415 Volt + / -1%, 3 Ph, 50 Hz, With Copper Wound Transformer ( Air / Oil Cooled ) As Mentioned Below. The Stabilizer Shall Function Satisfactorily Even If Incoming Supply Is Unbalanced Between Phases Within Range Of 10%. The Stabilizer Should Be Constructed In Cubical Box, With Bidirectional Wheels For Easy Handling, Necessary Monitors And UserS Controls On Front Panel Such As Indication, Alarm, Volt Meter And Selector Switch For Measuring Input And Out Put Voltage, Auto / Manual Selector Switch, Raise / Low Push Buttons Etc. Suitable Capacity Termination Strips And Bus Bars For Incoming And Out Going Cable Should Be Provided. All Three Phases Shall Be Independently Monitored And Corrected. Following Protections And Indications Shall Be Incorporated?? Over Voltage / Under Voltage?? Single Phasing?? Cut Off Contactor With Electronic Output Sensing Unit 1315 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 150 To 450 Volt 1316 20 Kva Air Cooled 1317 25 Kva Air Cooled 1318 30 Kva Air Cooled 1319 40 Kva Air Cooled 1320 50 Kva Oil Cooled 1321 60 Kva Oil Cooled 1322 75 Kva Oil Cooled 1323 100 Kva Oil Cooled 1324 125 Kva Oil Cooled 1325 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 280 To 460 Volt 1326 15 Kva Air Cooled 1327 20 Kva Air Cooled 1328 25 Kva Air Cooled 1329 30 Kva Air Cooled 1330 40 Kva Air Cooled 1331 50Kva Air Cooled 1332 60 Kva Oil Cooled 1333 75Kva Oil Cooled 1334 100 Kva Oil Cooled 1335 125 Kva Oil Cooled 1336 150 Kva Oil Cooled 1337 200Kva Oil Cooled 1338 250Kva Oil Cooled 1339 300 Kva Oil Cooled 1340 400 Kva Oil Cooled 1341 M1067termination Kit 1342 Providing And Errecting In-Door Type Termination Kit, For 3.3Kv / 6.6 Kv / 11Kv / 22Kv / 33Kv Xlpe Screened 3 Core Cable 1343 In-Door Termination Kit For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1344 25-50 Mm2 1345 70-120 Mm2 1346 150-185 Mm2 1347 240-400 Mm2 1348 Out-Door Termination Kit For 3.3 ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1349 25-50 Mm2 1350 70-120 Mm2 1351 150-185 Mm2 1352 240-400 Mm2 1353 Straight Through Joint For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1354 25-50 Mm2 1355 70-120 Mm2 1356 150-185 Mm2 1357 240-300 Mm2 1358 In Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1359 25-50 Mm2 1360 70-120 Mm2 1361 150-185 Mm2 1362 240-400 Mm2 1363 Out Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1364 25-50 Mm2 1365 70-120 Mm2 1366 150-185 Mm2 1367 240-400 Mm2 1368 Straight Through Joint For 11 Kv ( E ) Xlpe Screened 3 Core Cable 1369 25-50 Mm2 1370 70-120 Mm2 1371 150-185 Mm2 1372 240-300 Mm2 1373 In Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1374 25-50 Mm2 1375 70-120 Mm2 1376 150-185 Mm2 1377 240-400 Mm2 1378 Out Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1379 25-50 Mm2 1380 70-120 Mm2 1381 150-185 Mm2 1382 240-400 Mm2 1383 Straight Through Joint For 22 Kv ( E ) Xlpe Screened 3 Core Cable 1384 25-50 Mm2 1385 70-95 Mm2 1386 120-150 Mm2 1387 185-240 Mm2 1388 300-400 Mm2 1389 In Door Termination Kit For 33Kv ( E ) Xlpe Screened 3 Core Cable 1390 25-50 Mm2 1391 70-95 Mm2 1392 120-185 Mm2 1393 240-400 Mm2 1394 Out Door Termination Kit For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1395 25-50 Mm2 1396 70-95 Mm2 1397 120-185 Mm2 1398 240-400 Mm2 1399 Straight Through Joint For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1400 35-70 Mm2 1401 95-150 Mm2 1402 185-300 Mm2 1403 400 Mm2
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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10.
Housing Urban and Rular Development #8809275 AOC
Tender For Construction Of Library In District Banda - LIBRARY BUILDING WORKSEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 2 Filling available excavated earth (excluding 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 and for all lift. 3 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides offoundation etc. complete for all lift. 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum 7 All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum 8 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 9 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 10 Suspended floors, roofs, landings, balconies and access platform Shelves (Cast in situ) 11 Lintels, beams, plinth beams, girders, bressumers and cantilevers 12 Columns, Pillars, Piers, Abutments, Posts and Struts 13 Stairs, (excluding landings) except spiral-staircases 14 Add for using extra cement in the items of design mix over and above the specified cement content therein. 15 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap) 500 mm dia piles 16 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Initial test (Test Load 2.5 times the Safe capacity) 17 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Routine test (Test Load 1.5 times the Safe capacity) 18 Diluting and injecting chemical emulsion for Pre-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 19 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 20 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) 21 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) 22 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 1:4 (1 cement : 4 coarse sand) 23 Brass mortice latch and lock 100x65 mm with 6 levers and a pairof brass lever handles 24 Providing and fixing ISI marked S.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 mm 25 Providing and fixing ISI marked Brass handles 125 mm with plate 175x32 mm 26 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 27 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. 28 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. 29 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 Providing & Fixing decorative high pressure laminated sheet of plain I wood grain in gloss I 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. 30 Fabrication of Grill/Stairs case railingProviding 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) 31 Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coated handles.Using R2 series with frame (39 mm & above) x (39 mm & above) & sash /mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 metre) 32 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 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 40x40x6 mm for diagonal braces 33 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 grill, gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 34 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). 35 Providing and laying of Ferrow cement concrete in 1:2:4 cement approved coarse sand and 20 mm gauge approved stone ballast and mixing water proofing compound @ 1.0 kg/bag of cement in thickness of 5 cm average including making ridges and valley for proper drainage of roof water including embedding of expended metal zali of 6 gauge iron wire including cutting and fixing properly over slab and including 6 mm thick cement plaster in 1:2 cement and coarse sand finished with floating coat of neat cement also including supply of all materials, labour and T&P etc. required for proper completion of work and as per direction of Engineer-in-charge. (SI No. New Item-2 Chaper 11) 36 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 37 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 38 Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. 39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the man0ufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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., complete. 40 Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black ofany size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shadecomplete. 41 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 42 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) : 25mm thick 43 Kota stone slab 20 mm thick in risers of steps skirting dado and pillars laid on 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) jointed with grey cement slurry mixed with pigment to match the shade of slabs including and polishing complete 44 Providing and fixing machine cut, mirror/ eggshell polished , Granite stone work 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 cement : 3 coarse 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.“ 18 mm thick Granite in any colour and shade. 45 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 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble Area of slab over 0.50 sqm 46 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 12mm 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 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 47 Distemperingwith oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even with Plaster of Paris or approved synthetic material and sand papered smooth including cost of all material 48 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. 49 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) 50 Painting two coats over priming coat on steel & other metal surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. 51 French spirit polishing :Two or more coats on new works including a coat of wood filler 52 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 53 Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) 54 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. 55 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. 110 mm diameter 56 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler - 110 mm 57 Bend 87.5° - 110 mm bend 58 Shoe (Plain) - 110 mm Shoe 59 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. 110 mm 60 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 61 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. 62 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) 63 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.5 mm thick glass panes 64 Providingandfixingdrycladdingupto10metreheightswith 30mmthickgangsawcutstonewith(machinecutedges)of uniformcolourandsizeupto1mx1m,fixedtostructuralsteel frame work and/ or with the help of cramps, pins etc. and sealing thejointswithapprovedweathersealantasperArchitectural drawinganddirectionofEngineer-in-charge.(Thesteelframe work,stainlesssteelcrampsandpinsetc.shallbepaidfor separately). Red sand stone - 30mm thick gang saw cut stone 65 Providingandfixingstructuralsteelframe(fordrycladding with30mmthickgangsawcutwithmachinecutedgessand stone) on walls at all heights using M.S. square/ rectangular tube intherequiredpatternasperarchitecturaldrawing,including costofcutting,bending,weldingetc.Theframeworkshall be fixedtothewallwiththehelpofM.S.brackets/lugsofangle iron/ flats etc. which shall be welded to the frame and embedded inbrickwallwithcementconcreteblock1:2:4(1cement:2 coarsesand:4gradedstoneaggregate20mm nominalsize)of size 300x230x300 mm, including cost of necessary centring and shutteringandwithapproved expansion hold fasteners on CC/RCCsurface,includingdrilling necessary holes. Approved cramps/pinsetc.shall beweldedtotheframeworktosupport stonecladding,thesteelworkwillbegivenaprimingcoatof Zinc primer as approved by Engineer-in-charge and painted with twoormorecoatsofepoxypaint(Shopdrawingsshallbe submitted bythe contractor to the Engineer- in-charge for approval before execution). The frame work shall be fixed in true horizontal&verticallines/planes.(Onlystructuralsteel frame work shall bemeasuredforthepurposeofpayment, stainlesssteelcrampsshallbepaidforseparatelyandnothing extra shall be paid). 66 Stainless steel cramps(weight 260 grams) with nuts, bolts andwasher for dry stone cladding 67 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. 68 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing C wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0. 7 mm thick from the soffit with the help of soffit cleat 37x27x25x1 .6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with the 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 tiles into spring T with : GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm 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. 69 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. 70 INTERNAL ROADS, NALA AND BOUNDARY WORKSConstruction of Zig Zag Interlocking Tile of thickess 60mmConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. 71 Compaction of embankment at site fromexcavated material graded and compacted to meet requirement of table 300-2.( Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.) 72 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. 73 Construction of Zig Zag Interlocking Tile of thickess 60mm (Grade M-30) including all items as per Guidelines IRC SP: 63-2018 74 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 75 Construction of 600x600 mm U-Drain.Earth work in excavation in trenches for foundation in ordnary soil including lift up to 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charges with in a distance of 76 Providing and laying of sand including cost of material, labour, water charges and T&P etc. required for proper completion of work as per S.I. No. 255 77 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per MoRT&H Specification No. 2100 S.l No. 12.4) 78 Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. 79 Providing and laying R.C.C. 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) by laid over drain including supply of all material, curing, labour and T & P etc required for proper completion of the work. 80 M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level 81 Construction ofbaundry wall of height 2m including concentra coil fencing around thebuilding premises complete all as per direction of engineer in charge.Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. 82 Boaring of pile 20cm dia of single under reamed of dia 50cm bulb and 3.50 m depth in black cotton soil with hand oprated auger machine including all labour T&P complete 83 (a) Sand filling in plinth and under floor including supply ofnecessary quantity of sand from a distance not exceeding 8 Kms. fromthe site of work and including watering, dressing etc. labour and T&P etc. 84 Cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 85 First class brick work in 1:4 cement and COARSE sand ofmortar in super structureincluding supply of all materials, labour and T&P etc. required for proper completion of work.Half thick wrick work 86 Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum 87 Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (Make TATA/JINDAL/SAIL or Approved by Enc.) 88 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 2 part of COARSE sandwith water proofing compound 89 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per 90 Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron Y shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm 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) 91 RAIN WATER HARVESTINGExcavation infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches. 92 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 93 R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Slab, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. 94 Class-150 brick work in 1:6 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 95 Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. 96 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, upto 90 metre depth below ground level. 400 mm dia 97 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia 98 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia 99 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 100 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 101 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 direction of Engineer -in-charge. 102 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 of Engineerin- charge. 103 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. 104 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 105 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 106 PVC DRAIN WITH GULLY CHAMBERExcavating trenches of required width for pipes, cables, etc 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: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 107 Excavating trenches of required width for pipes, cables, etc 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:Providing, laying and jointing P.V.C. pipes including testing of joints etc. complete : 150 mm dia pipe 108 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design:150 mm diameter P.V.C. pipe 109 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : 110 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 111 LANDSCAPE & HORTICULTURETrenching 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). 112 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 113 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 114 Fine dressing of the ground 115 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 116 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 good earth shall be paid for separately). With grass Turf 117 Providing & laying Selection no. 1 doob 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. 118 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). 119 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) : 120 SUPPLY OF PLANTSSupply and stacking of Grevillea robusta (Silver Oak) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-incharge. 121 Supply and stacking of Plumeria acutifolia plant of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge 122 Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 123 Supply and stacking of Polyalthia pendula (Ashok Pendula) plant of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. 124 Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 125 Supply and stacking of Polyalthia longifolia (Ashok) plant of height 180- 195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. 126 Supply and stacking of Bauhinia blakeana (Kachnar) plant of height 120- 150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 127 Supply and stacking of Bottle palm plant of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. 128 Providing and displaying of Areca Palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. 129 Flowering & Indoor Potted Plants in 10 earthern Pots 130 WATER DISTRIBUTION SYSTEMExcavating trenches of required width for pipes, cables, etc 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 : Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia 131 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.100 mm nominal dia pipes 132 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.150 mm nominal dia pipes 133 P/F Submersible Pump 2 HP with bore complete in all respectscomplete as per direction of Engineer in Charge. 134 Water Supply and Sanitary WorksProviding and fixing 110 mm diaPVC pipe 6Kgper Sqcm including supply of all material labour T&P etc complete as per direction of E/I 135 P/F of 110 mm diaPVC Bendincluding supply of all material labour T&P etc complete as per direction of E/I 136 P/F of 110 mm diaPVC plain Tee including supply of all material labour T&P etc complete as per direction of E/I 137 P/F of 110 mm diaPVC. Door Tee including supply of all material labour T&P etc complete as per direction of E/I 138 P/F of 110 mm diaPVC socketincluding supply of all material labour T&P etc complete as per direction of E/I 139 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 140 P/F of 110 mm diaPVC Cowelincluding supply of all material labour T&P etc complete as per direction of E/I 141 Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. 142 P/F of 110 mm PVC Nahani Trapincluding supply of all material labour T&P etc complete as per direction of E/I 143 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & 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. 144 Providing and fixing 580x440 mm size Orissa pan water closet squatting pan with 100mmsandcastIronPorStrap,10litrelowlevelwhiteP.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: 145 Providing and fixing Vitreouschinaflatbackwashbasin 630x450mm 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: including Pedastal 146 Providing and fixing Vitreouschinaflatbackwashbasin 630x450mm 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: Oval Shaped 147 Providingandfixingwhitevitreouschinaflatbackhalfstallurinalofsize 580x380x350mmwithwhitePVCautomaticflushingcistern,withfittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :size580x380x350 mm size (Single half stall urinal with 5 litre P.V.C. automatic flushing cistern) 148 P/F of Urinal Partition granite Stone 25 mm thick both side finished 149 ProvidingandfixingChlorinatedPolyvinylChloride(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. Concealed work, including cutting chases and making good the walls etc. 15 mm outerdia 150 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. 25 mm outer dia 151 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. 32 mm outer dia 152 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm dia 153 S/F of C.P. Swan Neck Pillar Cock including supply of all material labour T&P etc complete in all respects 154 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 155 Providingandfixing15 mm dia C.P.brasslongbodybibcockofapprovedquality conforming to IS standards and weighing not less than 690 gms. 156 Providing and fixing C.P. brass bib cock short body of pproved quality conforming to IS:8931 : 157 P/F of C.P. Jali 125 mm diaincluding supply of all material labour T&P etc complete in all respects 158 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. 159 Providing and fixing uplasticised PVC connection pipe with brass unions : 160 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. 161 Providing and fixing toilet paper holder : C.P. brass including supply of all material labour T&P etc complete in all respects 162 Providing and fixing 750 mm. x 20 mm. size CP brass towel rail of approved quality (weight 275 gms. Including brackets) with a pair of CP brass brackets (to fit the size of towel rail) fixed on the wall on wooden cheats with CP brass screws including supply of all materials, labour, T&P etc. required for proper completion of the work and cutting and making good the wall plaster etc. required for the work.(SI No. 334 ) 163 Providing and fixing 600x450 mm beveled edge mirror of superior glass ( ofapproved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 164 Providing and fixing 600x120x5 mm glass shelf with edges round off, 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. 165 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.as required Capacity 166 Providingandfixingballvalve(brass)ofapprovedquality,Highorlow pressure, with plastic floats complete : 167 P/L 150 mm. dia. PVC Pipe 6 Kg/Sqcm including supply of all material labour T&P etc. complete: 168 P/L S.W. gully trap 150 mm. x 100 mm. including supply of all material labour T&P etc. complete: 169 P/L and jointing 200 mm. dia. RCC Pipeincluding supply of all material labour T&P etc. complete: 170 CONSTRUCTION OF OF SOAK PIT FOR 50 USERSE/W in excavation. 171 Providing and laying Cement concrete 1:4:8 (1cement :4 C sand :8graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 172 (a) B/W in foundation (1:6)(3.14*1.50) 173 R C C (1:1.5:3) in slab 174 Reinforcement for R.C.C. work @ 1.1% 175 Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit. 176 CONSTRUCTION OF OF SEPTIC TANK FOR 50 USERSE/W in excavation 177 Providing and laying Cement concrete 1:4:8 (1cement :4 C. sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 178 B/W in foundation (1:6) with c. 179 C.C. floor 1:2:4 40 mm thick SOR 605 180 RCC M 20 in beam 181 R C CSlab (Top). 182 M.S/ Iron in R.C.C. 183 15 mm cement plaster 184 Foot Step(5 kg/sqm.) (DSR 19.15.1) 185 C.I. Pipe (100 mm dia)(DSR 17.35.1.2) 186 C.I. Pipe (50 mm dia)(DSR 17.35.1.2) 187 C.I.cowel. (DSR 17.56.1.2) 188 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
Contract Date: Jan 30, 2026 Contract Value : ₹ 2.29 Crore
Government Departments No of Bidders 4
Uttar Pradesh View Result →
11.
Housing Urban and Rular Development #8632649 AOC
Tender For Construction Of Type 4 G Plus 3 Residential Quarters For Revenue Departments Officers Near Civil Lines Besides Lokpriya Hospital In District Ayodhya - 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m for all lift, as directed by E-I-C.All kind of soil. 2 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge.Hard Rock ( Required Blasting ) 3 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 4 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 5 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 6 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 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 7 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 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. 10 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 11 Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. 12 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting All works upto plinth level.Concrete of M30 grade with minimum cement content of 350 kg /cum 13 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) 14 Add for using extra cement in the items of design mix over and above the specified cement content therein. 15 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). 16 Brick Work with common burnt clay F.P.S (non modular) brick of class designation 7.5 in foundation and plint in : Cement mortar 1:6 (1 cement : 6 coarse sand) 17 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) 18 Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 Suspended floors, roofs, landings, balconies and access platform 20 Lintels, beams, plinth beams, girders, bressumers and cantilevers 21 Columns, Pillars, Piers, Abutments, Posts and Struts 22 Stairs, (excluding landings) except spiral-staircases 23 Edges of slabs and breaks in floors and walls Under 20 cm wide 24 Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. 25 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; All works above plinth level upto floor V level. Concrete of M30 grade with minimum cement content of 350 kg /cum 26 Brick Work with common burnt clay F.P.S (non modular) brick of class designation 7.5 in super structure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 27 Half Brick masonary with common burnt clay F.P.S (non modular) brick of class designation 7.5 in super structure above plinth level up to floor V level Cement mortar 1:4 (1 cement : 4 coarse sand) 28 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) 29 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: 9.127.2 - Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 30 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. 31 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 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 32 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). 33 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 34 Providing and fixing cup board shutters 25 mm 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 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge 35 Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.9.147.A4.1 Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). 36 Providing and fixing wire gauge shutters using stainless steel grade 304wire 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 : 35mm thick shutter With ISI marked stainless steel butt hinges of required size Second class teak wood 37 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 38 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 gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 39 R.c.c. workwith cement approved coarse sandand2cm. (3/4) guageapprovedstoneballastin the proportion 1:6,(1 cement :6 aggregate) in lintels of doorsand windows excludingsupply of reinforcement and its fixing and binding the same with 24 B WG bindingwireand 40 Brick koba treatment on roofs. 41 Supply and fixingof flushdoors commercialqualityconformingtoI.S. 2202 Part I (1983) includingfixingofwoodencleats andstoppers and including ixing andadjustment of hinges, bolts,locks, handle, springsfour double leaf shutters addextra (a) 35 mm thick 42 Mild steel or iron workofsmall sizes and sections suchas holding down bolts, holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and Fabrication of grill / staircase 43 Fabrication of Z-section steel windows. 44 Angle iron door chaukhats (35x35x5) 45 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 46 Providing and fixing ball bearing for rolling shutters. 47 Providing and fixing bright /matt finished Stainless Steel sliding door bolt of approved quality & make with necessary screws etc all complete. 250x16 mm 48 Item same item no-47 size 250x10 mm 49 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125mm 50 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of Nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 51 Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 18 mm thick. 52 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster 53 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions 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 stainless steel butt hinges of required size Second class teak wood 54 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 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 40x40x6 mm for diagonal braces 55 Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing 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 assessories such as nuts, bolts, fasteners etc. 56 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia 57 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 58 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with 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. 59 Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately). 18 mm thick 60 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. 61 Providing and fixing 1st quality ceramic glazed floor 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 any size 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. 62 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 any size 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. 63 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 IS: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 of Tile 600 x 600 mm 64 Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 65 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 66 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 coarse 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 etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm 67 Providing and laying tactile tile (PAVIT TILES) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 68 12 mm cement plaster : 1:6 (1 cement : 6 coarse sand) 69 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) 70 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) In Ceiling 71 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 72 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) 73 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) 74 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 and manufacture 75 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 3.00 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 direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm 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) 76 French spirit polishing : Two or more coats on new works including a coat of wood filler 77 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. 78 Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. 79 Add for plaster drip course in plastered surface or moulding to R.C.C. projections. 80 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) 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. (ii) IInd course of 20 mm 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. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to Nos other with bitumen @ 1.7 kg/sqm). 81 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 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 : 82 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 83 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 84 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,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 periMetre channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board 85 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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 580x440 mm with integral type foot rests 86 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 87 Providingandfixing 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 andmaking good the walls where required :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 88 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.Sink with drain board 510x1040 mm bowl depth 200 mm 89 Item same as item no 88 but Sink without drain board 610X510 mm bowl depth 200mm. 90 Providing & fixing PVC waste pipe for sink oncluding PVC waste fitting Complete. Flexible Pipe32mm Dia 91 Item same as item no 90 but pipe40mm Dia 92 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Circular shape 450 mm dia 93 Providing and fixing 600x120x5 mm glass shelf with edges round off, 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. 94 Providing and fixing toilet paper holder : C.P. brass 95 Providing and fixing soil, waste, vent pipesCentrifugally cast (spun) iron S&S pipe 100mm dia cast (spun) iron S&S pipe 96 Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. For 100mm dia. Pipe 97 Providing and fixing heel rest sanitary bend, in Centrifugally cast (spun) iron pipe S&S100mm 98 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 100X100X100mm Sand cast iron S&S as per IS : 3989 99 Providing and fixingPLAIN JUNCTIONof required degree100X100X100mm Sand cast iron S&S as per IS : 3989 100 Providing and fixing terminal guard: 100mm Sand cast iron S&S as per IS - 3989 101 Providing and fixing collar. 100mm Sand cast iron S&S as per IS - 3989 102 Providing and lead caulked joint100 Dia 103 Providing and fixingcast iron trap of self cleansing design withcast iron 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,Sand cast iron S&S as per IS: 3989 104 Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work 100mm dia 105 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. 106 Providing & fixingPTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms 107 Providing and fixing PTMT towel rail complete with brackets fixed wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 108 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 of15 mm dia nominal bore 109 Item same as item no 108 but pipe 20 mm dia nominal bore 110 Item same as item no 108 but pipe 25 mm dia nominal bore 111 Item same as item no 108 but pipe 32 mm dia nominal bore 112 Item same as item no 108 but pipe 40 mm dia nominal bore 113 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 pipes15 mm nominal outer dia pipes 114 Item same as item no 113 but pipes20 mm nominal outer dia pipes 115 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trench 50 mm dia, nominal bore 116 Item same as item no 115 but pipes trench 65 mm dia, nominal bore 117 Item same as item no 115 but pipes trench 80 mm dia, nominal bore 118 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore 119 Item same as item no 118 but pipes 32 mm dia, nominal bore 120 Item same as item no 118 but pipes40 mm dia, nominal bore 121 Item same as item no 118 but pipes 50 mm dia, nominal bore 122 Item same as item no 118 but pipes 65 mm dia, nominal bore 123 Item same as item no 118 but pipes 80 mm dia, nominal bore 124 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length15 mm nominal bore 125 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diaMetre 126 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 15mm nominal bore 127 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore 128 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 129 Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia 130 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating Nos deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 131 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diaMetre 132 Item same as item no 131 but pipes : 200 mm dia Metre 133 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 :150 mm diaMetre S.W. pipe 134 Item same as item no 133 but pipes200 mm diaMetre S.W. pipe 135 Item same as item no 133 but pipes :200 mm diaMetre S.W. pipe 136 Providing and fixing square-mouth S.W. gully trap grade A’ 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 With F.P.S. Bricks class designation 75 100x100 mm size P type 137 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 fine sand) including testing of joints etc. complete : 250 mm dia rcc pipe 138 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 grade 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 F.P.S. bricks with class designation 150 139 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 140 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 grade Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diaMetre, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 141 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 142 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & attern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineerin- Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. 143 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, 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 requireddensity . 144 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/CUM Excess/less cement used as per design mix is payable/ recoverable separately. 145 Providing and fixing in position pre-moulded joint filler in expansion joints. 146 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. 147 Providing and laying Kerb Stone 600 c/c 148 Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit. 149 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, upto 90 metre depth below ground level. All types of soil 400 mm dia 150 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia 151 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia 152 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 153 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 154 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 direction of Engineer -in-charge. 155 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 of Engineerin- charge. 156 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. 157 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 158 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 159 Drain work Excavating trenches of required width for pipes, cables, etc 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 Nos deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: all kind soil Pipe, cables etc exceeding 80 mm dia but not exceeding 300 dia 160 Providing, laying and jointing P.V.C. pipes including testing of joints etc. complete : 150 mm dia pipe 161 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 162 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 163 Providing and injecting chemical emulsion for preconstructional chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe 164 20 mmthickcementplasterindado/ skirting in 1:3consistingof onepartof cement and 3 partsof aprovedcoarsesand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of 165 Fixingpanesofglasswithatul orequivalent I.S.I. marked quality putty,brads and springs complete. (a) 4 mm thick 166 Providing Oxidised iron sliding bolts16 mm dia with nuts and 250 mm long.(analysed) (ii) Oxidised iron 167 Providing and fixing of 8 PVC casing pipe of ISI mark. 168 Providing and fixing ofP/ F 3 GI pipe (B) class. 169 Providing and fixing ofNylon mesh for filter. 170 Providing and fixing ofPlastic dori. 171 Providing and fixing ofSolvent cement. 172 Providing and fixing of8 End cap. 173 Providing and fixing of8 Submersible cap. 174 Providing and fixing of3 MS clamp (Heavy). 175 Providing and fixing of3 GI elbow. 176 Providing and fixing of3 X 6 GI nipple. 177 Providing and fixing of7.5 HP 9 Stage submersible pump of ISI mark with automatic panel. 178 Providing and fixing of4.00 sqm. Submersible cable. 179 Providing and fixing ofDrilling charges for16 dia tubewell. 180 Providing and fixing ofPea Gravel. 181 Providing and fixing of2 MS socket. 182 Providing and fixing ofRope with plastic coated 183 Providing and fixing of C.I. Pipe (100 mm dia)(DSR 17.35.1.2) 184 Providing and fixing of C.I. Pipe (50 mm dia)(DSR 17.35.1.2) 185 Providing and fixing ofC.I.cowel. (DSR 17.56.1.2) 186 500 mm diaMetre C.I. cover (medium duty) the weight of the cover to be not less than 58 kg (DSR 19.18.2) 187 Sub-Head : WIRING 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 Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group A 188 Item same as item no 187 butGroup B type 189 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 Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 190 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X2.5 sq. mm + 1X2.5 sq. mm earth wire 191 Item same as item no 190 but 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 192 Item same as item no 190 but 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 193 Item same as item no 190 but 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 194 Item same as item no 190 but 2X 16 sq. mm + 1 X 6 sq. mm earth wire 195 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 196 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 197 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.20 mm 198 Item same as item no 197 but32 mm 199 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 pair 200 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 201 Supplying and fixing extra down rod of 10 cm length G.l. 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) 202 Supplying & fixing suitable size Gl box with modular plate and cover in fronton 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. 203 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 204 Item same as item no 203 but 15/16 A switch 205 Item same as item no 203 but 3 pin 5/6 A socket outlet 206 Item same as item no 203 but 6 pin 15/16 A socket outlet 207 Providing and fixing of Telephone socket outlet 208 Providing and fixing ofTV antenna socket outlet 209 Providing and fixing ofBell push 210 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. 211 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 212 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required.1 or 2 Module (75mmX75mm) 213 Item same as item no 212 but 3 Module (100mmX75mm) 214 Item same as item no 212 but 6 Module (200mmX75mm) 215 Supplying and fixing call bell/ buzzer suitable for single phase, V, complete as required. 216 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 217 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Up to 450 mm sweep 218 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 219 Supplying & fixing suitable size Gl box with modular plate and cover in fronton 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. 220 Supplying and fixing PVC batten/ angle holder including connections etc. as required. 221 Sub-Head : MCCB, MCB & OBS 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.100 A.30KA.FPMCCB 222 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/lsolator)4 way (4 + 12), Double door 223 Item same as item no 222 but 8 way (4 + 24), Double door 224 Supplying and fixing of following ways 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 TPDB is normally used where 3 phase outlets are required.)4 way (4 + 12), Double door 225 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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.Single pole 226 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 227 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A 228 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, 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.63 A 229 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. 230 Sub-Head : EARTHING Earthing with G.l. 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. 231 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with Gl thimble etc. as required. 232 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) 233 Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. 234 Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required. 235 Sub-Head : MV CABLE JOINTING & END TERMINATION 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.3-1/2X 25 sq.mm 236 Item same as item no 235 but 3-1/2 X 35 sq.mm 237 Item same as item no 235 but 3-1/2 X 95 sq.mm 238 Item same as item no 235 but 3-1/2 X 120 sq. mm 239 Item same as item no 235 but 3-1/2 X 185 sq. mm 240 Item same as item no 235 but 4 X 16 sq. mm (28mm) 241 Sub-Head : MISC. CIVIL ITEMS Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm 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 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.(DSR Civil 2023 Item Nos 10.18.) 242 Sub-Head : Ceiling Fan with BLDC MotorSupply, 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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. 243 2160-2400 system lumens,>120 lm/w, PF>.95, THD<10% at full load, CRI>80, >300V over voltage protection,2.5 KV internal Surge protection, with 5 years Warrantee. 244 2620 system lumens,>120 lm/w PF>.95,THD<10%,CRI>80, sheetthickness min 0.8 mm, Tube with aluminum heat sink, >300V over voltage protection,2.5 KV internal Surge protection, with 5 years Warrantee. 245 Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having pressure die cast housing with driver set confirming to IP 65 and above Protection,IK 08,High purity/transmisivity UV Stabilized Non yellowish diffuser/reflector for uniform light distribution, detachable driver set,open and short circuit protection suitable for 24 Hrs. continuous operation.Complete in all respect. CAT. - AAA1200 system lumens,>120 lm/w PF>.95,THD<10%,CRI>70,>300V over voltage protection,4 KV internal Surge protection, with 5 years Warrantee. 246 FLOOD LIGHT LUMINAIRE 20400-24000 system lumens, High power LED with lenses,>120 lm/w, PF>.95,THD<10% at full load,CRI>70,Potted driver set in metal housing( not circuitory), phase to phase protection at 440 v, >300V over voltage auto cut and restart feature , 4 KV internal Surge protection, with 5 years Warrantee. CABLE WORKS 247 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 95 sq mm 3-1/2 core 248 Item same as item no 247but 400 sq mm 3-1/2 core 249 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at IN Existing RCC/Hume/metal pipe as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.6 sq mm 2 core 250 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at IN Existing RCC/Hume/metal pipe as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 400 sq mm 3-1/2 core 251 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade on wall surface as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 185 sq mm 3-1/2 core 252 Item same as item no 251 but 70 sq mm 3-1/2 core 253 Item same as item no 251 but 95 sq mm 3-1/2 core 254 Item same as item no 251 but 120 sq mm 3-1/2 core 255 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator) 12 way , Double door 256 All Incomer Feeder shall be provided with Multifunctional Metreing along with phase Indicating lights and other associated components such as CT control MCB Terminal Blocks etc. and all outgoing Feeders 100 A & above shall be provided with 3 phase AmMetre along with phase Indicating lights and other associates components such as CT control MCB Terminal Blocks etc. The feeder above shall be provided ac accommodated all measuring instrument shall be digital type & all indicating lights shall be LEd type.Wiring shall be done from 1100V Grade PVC Insulated copper flexiblewire all ACB shall be electricaly operated Draw out Type with microprosser based O/L,S/C &E/F Release of Breaking/withstand capacity(ICU/ICs/Icw) 50 kA or more All MCCb shall be thermal magnetics/microprocessor with O/L & S/C protection along with required Spreaders & Extended rotary handle with pad locking facility of breaking capacity 36 kA or more All MCB shall be Thermal 10kA CCurve Cubical type switch board shall be Cat-B Only. Pannel board MCCB Type, No incoming 100 Amp MCCB -1, Outgoing- 63 Amp. MCCB-2 Nos.+ (63 AMP FP MCB-3 Nos.) 257 200 Amp. MCCB-2 Nos,100 Amp MCCB- 1 No, & 63 Amp MCCB-1 No +( 63 AMP FP MCB-5 Nos+100 AMP MCCB-3 Nos.+125 AMP FP MCCB-2 Nos.) 258 Supply of AC 1400mm Sweep, 230/250 Volts, 50 Hz ceilling fan without regulator, standard down rod, blades etc. complete as required. (Standard - Plain Ceiling Fans) 259 Supply of AC 300mm Sweep, 230/250 Volts, 50 Hz exhaustfan (Heavy Duty) withblades,cover etc. complete as required. 260 Supply of AC 200mm Sweep, 230/250 Volts, 50 Hz exhaustfan (Light Duty) withblades,cover etc. complete as required 261 Supply of Factory made 12 to 20 Watt LED Bulb fitting,cool day light,(65000 K temp.) suitable for Batton/Angle holder including makingconnection.Complete in all respect. 262 Supplyof LEDTubeLightwithbatten suitable forupto 1X 10watt LED tube lightfitting includingtubeonSurfacecompleteinallrespect.(2ft)CAT-AAA 263 Supply and fixing of Three phase multifunctional electronic energy Metre 10 to 60 Amp. Capacity fitted in intergral box on wall complete in all respect. 264 Supply Installation , Testing & Commissioning of LIFTS with power operated centre opening doors and AC variable voltage & variable frequency control,car safety & Governor, Guides, guide rails, ropes, car platform, cabin finishes (stainless steel), car & landing doors (stainless steel), hoist motors, braking system, Automatic Rescue Device (ARD) etc. complete as per the CPWD Specifications and realated IS standards upto date. 16 Passenger,1.5 mps,4 stops , 4 Openings including all complete materials and labours 265 Supplying,installation,testing and commissioningof gridinteractiveroof top solar photo voltaic power generation system including space frame Roof top grid interactivesolar photo voltaic plant system shall beinclusiveof the Solarpanelsof prescribedefficiency,mountingstructure,cabling,inverter,panel,Metreing devices, earthing, lightning protection complete as per state-of-the-art technology as per good engineering practice compliant to relevant Indian standards/ local/statutory authorities/MNRE guidelines.;The capacity of plant shallbe derived as per available space on terrace of the buildings; High efficiency PV cells with high efficiency invertors shall be used. Minimum power outputguaranteeofferedfor the SPVModuleshall notbe less than rated for 25 years; Invertors/Power conditioning unit (PCU suitable for mains as well as DG supply) as required. However, capacity of Nos invertor should not be more than 30 Mp; The inverter output shall always follow the grid in terms of voltage and frequency;ACcollectionPanelwithMetreingtomonitorgenerationattheterraceand AC cabling from Panel to receiving switch; Measuring devices i/c net Metreing, indication devices, protection devices, switching devices, all necessary wiring, DC and AC cabling including feeding power to essential supply by providing necessary tap ofi boxes; Mouriting structure of GI on terrace of the building, protection of system for external/internal causes and from all kind of surges etc.; Earthing and Lightning protection of Solar system 266 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) 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.c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.450 lpm at 35 m Head 267 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 :Single headed Stainless steel 268 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 :100 mm dia 269 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. 270 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 :100mm dia 271 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.100mm dia 272 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 :Gun Metal 273 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. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 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.30 m 274 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 requiredGun metal 275 FIRE EXTINGUISHERS Supply and fixing of fire extinguisher, ABC Type (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. 4.0 kg. capacity 276 Supply and fixing of C02 type fire extinguisher (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. 4.5 kg. capacity 277 Providing & fixing carbon steel Fire Man Axe with rubber insulated handle tested to 20000 volts. 278 Supplying and installing at approved location approved make fire buckets of 24 gauge galvanized steel sheet, standard of round bottom shape, painted white inside and red outside and black on the bottom, inscribed with letter FIRE in black and gold. Cost shall be inclusive of providing MS stand duly painted over a coat of primer (one stand shall be suitable for hanging 5 buckets). 279 Providing and fixing of 1200x900 mm(Indoor Cabinet) Only Frame 280 Providing and Fixing of Self illuminated /Auto Glow Exit Signs printed on photo-luminescent sheet containing self illuminated base chemical,of appropriate size not less than 400x150mm,suspended from ceilling or fixed to the walls with accessories as riquired and as directed at site. 281 Providing & fixing cast iron air release valve of 25 mm dia including 25 mm dia Ball valve with fittings etc. as per the requirement. 282 Supplying, installation, testing and commissioning of silent type DG sets, AMF panel, bus ducting/ cablesfrom DGsets to essential panel, synchronizing panel where required, DG set enclosure roomsound insulation/ventilation/smoke exhaustas required, earthingofDG set system,control cabling, fuel tank/piping,DGset exhaustpiping/exhaust chimneyas per CPCB norms, civil works connected with DG sets including foundation as required. 283 Extra for synchronizing panels wherever required As per CPWD General SpecificationforElectrical WorksPart VIIDG Sets — 2013, relevantcode,CPCBnormsandlocalbodynormscoveringDGsets,AMFpanel, bus ducting/ cables from DG sets to essential panel, DG set enclosureroom sound insulation/veritilation/ smokeexhaustasrequired,earthingofDGsetsystem, control cabling, fuel tank/ piping,DGset exhaustpiping/ exhaust chimneyas per CPCB norms, civil works connected with DG sets including foundation as required. DG sets shall be silent type, minimum rating/ capacity specified is nominal capacity at standard test conditions; TheDG set capacityshall besuitable for the loadcovering commonarea lighting, outdoorlighting, lifts,watersupply pumps, sewerage and drainage pumps, firefightingessentialsandotheressentialpowersupplyrequirementsas persite requirements. Theengine shall be capableof driving thealternator continuously at its ratedfull load and rated speed withoutgetting over loadedunder theprevailingoperating conditions. Generator Sets shall be 415V, 3 Phase, 4 wire, 50Hz, 0.8 PF with acoustic enclosure.Generator sets shall startautomaticallyin the event of a power failure and shall transfer power to emergency /critical loads automatically and shall switch off after some time delay in case of restoration of power supply. Synchronisation arrangement to be provided in case of parallel operations, where more than 1 DG set is installed and such arrangement is required as per site requirement. As per CPWD General SpecificationforElectrical WorksPart VIIDG Sets — 2013, relevant codes and CPCB/ local body norms. 284 Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out sidedip,heavingpolesheetthickness3mm.Topdia minimum 150 mm, Bottom dia 310 mmbase plate 25 mm thicksuitable forwindvelocity asperIS 875part 3& havingnocircumferentialweld,withaccessoriesfor high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drumwinch,includingmakingsuitablefoundationas per manufature drawing/ site reuiment along withfoundation bolts nuts,washers,anchor plates etc completee in all respect. 285 Supplyandfixingfollowingcapacityofautomatic streetlightcubiclecontrolpanelpaintedwithanti corrosivealkaliandacidproofpaintconsistingof timeswitchTSO100serieswithcontactors,HRC fuses,isolating switch meteringinstrument& instrument box with CTs etc. incase of TPN, complete in all respect. 15 A TPN 286 Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body with toughend glass/UV stabilised PC cover and lenses suitable for 160 watt to 175 watt and Confirming to IP 66 and IK 07 and above Protection, complete having company logo engraved complete in all respect including labour . CAT AAA 19200-21000 system lumens, High power LED with lenses,>120 lm/w, PF>.95,THD<10% at full load,CRI>70,Potted driver set in metal housing( not circuitory), phase to phase protection at 440 v, >300V over voltage auto cut and restart feature , 4 KV internal Surge protection, with 5 years Warrantee. 287 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.120 sq mm 3-1/2 core 288 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at IN Existing RCC/Hume/metal pipe as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.10 sq mm 4 core 289 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.3 X 10 sq. mm (22mm) 290 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.3-1/2 X 120 sq. mm (45mm) 291 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). 292 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 293 Supply and stacking of Grevillea robusta (Silver Oak) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-incharge. 294 Supply and stacking of Plumeria acutifolia plant of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge 295 Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 296 Supply and stacking of Polyalthia pendula (Ashok Pendula) plant of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. 297 Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 298 Supply and stacking of Polyalthia longifolia (Ashok) plant of height 180- 195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. 299 Supply and stacking of Bauhinia blakeana (Kachnar) plant of height 120- 150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 300 Flowering & Indoor Potted Plants in 10 earthern Pots
Contract Date: Jan 16, 2026 Contract Value : ₹ 4.68 Crore
Government Departments No of Bidders 5
Uttar Pradesh View Result →
12.
Defence #8488668 AOC
Tender For Provn Of 100 Kva Dg Set For Office Complex At Shillong Under Ge Shillong; 1 Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or water supply pipes lines etc or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. 2 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. 3 Bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including cost of land, royality if any, transportation, taxes etc for filling including raising earth spreading in layers not exc 30 cm thick in each layer watering,compection with 8 to 12 tone power roller and finished to required size and shape etc any high/depth from existing ground level complete all as specification and as directed. Note :(i). Earth required for the item, shall be supplied by contractor, from out side MOD land at his own arrangment. (ii). All cost of procurment of earth including cost of transportation, royalties, taxes etc. shall be deemed to be included in the unit rate quoted by the contractor.(iii). With referance to clause 3.6 of MES SSR Part-II (2020) on serial page No. 21 it is clarified that measurement of the above item shall be of finished embarkment/treverse of filled earth after consolidation and 10% deduction shall be made from measured and calculated volume to allow for increase in bulk. 4 M & L for precast cement concrete solid block masonry of grade C (5.0) with concrete M 10 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate exceeding 10 cm in width and set in cement mortar (1:6) complete all as specified and as directed. 5 M & L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. 6 M & L for cement concrete M10 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 75 mm thick in sub base for laying tiles, pavings, etc. complete all as specified and as directed. 7 M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in floor 40 mm thick finished even and fair complete all as specified and directed. 8 M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. 9 M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated corrugated steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering/ wall clading fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as specified and as directed. 10 S & F for steel work of grade-3 as per IS 10748 in tubular trusses including special shaped washer etc. complete using ERW or HRIW welded tubes conforming to IS 1161: 2014 (Yst 240 Grade) complete all as specified and directed. 11 Preparation of newly or previously untreated steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. 12 Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. 13 M & L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over alkali resistant primer complete all as specified and as directed. 14 Supply,install, testing and commissioning of Silent Diesel engine driven generating set 100KVA, 415 Volts 3 phase 4 wire engine as per BS 5514/ IS 10002 and alternator,DG Set as per IS : 13364 complete with relay panel for automatic starting on mains failure, control panel having meters, sound proof canopy etc for capacity 100 KVA as per ISO - 8528 conforming to the detailed specification as under:- 15 (a)Engine : The Diesel Engine shall be radiator water cooled, 126.8 BHP at 1500 RPM , Cylinder 4 Nos. Starting stopping : Electrical start with 12 V DC 1 x 90 AH, 12 V Exide / Prestolite Low Maintenance Battery,Mechanical governer , The fuel tank provided shall be suitably mounted on the base frame fabricated out of 16 SWG MS sheets and capacity to run the genset for 8 to 12 hours continuously on full load.Fuel tank shall have Drain plug, Hand hole for cleaning, vent breather, fuel suction and return connections, fuel level indicator fuel filling neck with cap etc as per the standards.The engine and alteranator shall be directly coupled to ensure perfect alignment.The engine and alternator shall be mounted on a common base frame with AVM pads all as per manufracturers instructions. 16 (b) Alternator : Rating 100 KVA at 1500 RPM 415 V Phase to Phase and 240 Volt Phase to Neutral, 50 Hz 3 Phase 4 wire system alternator Screen protected / drip proof, self ventilating, self excited, self regulated, brushless, contineous duly protention IP 21 as per IS 13364 developing 100 KVA at 0.8 PF.It shall have provision for 10% overload for one hour on every 12 hours, The alternator shall confirm to IS : 13364/BS5000. 17 (c) Controls/Protection : (i) Low LOP fault indication(ii) Indication for Water Temparature, (iii) High Colant Temparature fault Indication, (iv)Failure to start fault indication (v) Battery Volage monitoring, (vi) Low Battery Indication, (vii) Fuel level Indication, (viii) Engine RPM meter, (ix) Engine run hours meter, (x) Voltage for all three Phases, (xi) Amper meter for measuring current in all three phase. (xii) Frequency meter indication, (xiii) Protection for Over/Under Voltage (xiv) Protection for Over/Under Voltage (xv) Electronic tamper proof KWH meter 3 phase, 4 wire system with suitable ratio CTs. (xvi) Oveload protection (xvii)Suitable capacity of Battery charger shall be provided in the control panel to charge the batteries when mains supply in availbale.(xvii) Safeties against low Lube oil Pressure, high coolant Temperature, over load under & over voltage, under & over frequency Auto Shut Down, Visual& Audio Alarm against fault.When the Gen set is running the battery will be charged from the charging alternator. 18 (d)Acoustic enclosure : (i) Shall be maticulously designed CNC Turret punch press and hydraulic press brake manufractured body out of corrossion resistant cold rolled steel 16 SWG CRCA / MS sheet duly surface trated phosphated and finally powder coated constructed from folded sections to ensure regidness and aesthatic in looks.Canopy panel and doors shall have High density/ fire retradent / non igniting and noise reduction type Foam or Resin bonded Rock wool of suitable density properly covered with fibre cloth / tissue and perforated fixed to absorb noise.The average sound levell when measure in greenfiled (ISO 8525 Part 10) at 1 meter distance from all four sides is less than 75 dB (A) average as per CPCB Norms The average stablised hot air temperature rise with i the canopy near suction air filter to bemaintained 7 degree centigrade over and above the ambient temperature Four higned doors shall be provided to canopy one door shall have glass window for control panel.The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Provision shall be made on the canopy for connectig the output cable terminatiion should be provided. (ii) The exhaustsystem and noise suppressor shall be provided with thermal insulation, to prevent excess heat radiation on the Engine and safe for operator. (iii) Absorbtion type non residential silencer insulated from inside with glass wool shall be provided to suppress exhaust noise from the Engine. (iv) A suitably designed draught ventilation system is to be incorporated. 19 (e)DG power Control Panel shall be outdoor type sheet steel typecubicle type control panel ,floor standing, dust and vermin proof under normal conditions complete with all internal wiring & will house the following:- (i) AC voltmeter (ii) AC ammeter (iii) vibrating reed Frequency meter (iv) Indicating Lamps for SET ON & LOAD ON (v) MCCB for short circuit & Overload Protection (vi) Aluminium Bus bars of adequate rating (vii) Provision for bottom entry & Exit of power cabling (viii)set of current transformer (ix) set of control fuses. 20 NOTE:(a) DHPP for testing purpose shall be supplied by the contractor without any extra cost to Department (b) The contractor shall arrange for artificial load (water load/Electrical load) for testing for final testing of DG Set at Site and the cost is deemed to be including in above offer. (c) All expences for Testing of DG Set be included. (d) One set of latest Spare part catalogue with price, exploded view of parts and users manual are deemed to be included in the offer. (e) All civil work including foundation for DG set as per manufacturers drawing/specification, foundation for AMF panel. (f) The rate quoted is deemed to be included for initial filling of radiator colant and lubricating oil upto level. 21 Testing : (i) All routine test certificates from the manufacturer in respect of the diesel engine, alternator and the control panel will be made available by the contractor. (ii) The Generating set shall be run for a period of 12 hours, of which at least 6 hours shall be at the rated load and for a period of one hour at 10% over load in above 12 hours running. (iii) All instruments, equipments, materials including DHPP and Engine oil and labour required for testing will be made available by contractor at his own cost and unit rate in Sch A will be deemed to be included for testing to the entire satisfaction of Engr-in-Charge :- (a) Insulation resistance test on the alternator and control panel. (b) High voltage test as per BS-2613 clause 33 on the alternator when still hot. (c) Efficiency test at rated load and over load.(d) All test as described above under testing clause shall be carried out in presence of officer nominated by accepting officer. 22 Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 3.5 core, nominal cross sectional area of main conductor 95 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed. 23 M & L in repair for earthing complete with galvanised steel plate earth electrode 600 mm X 600 mm X 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to earthing lead of 32 mm X 6 mm galvanised mild steel strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 40 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and as directed.
Contract Date: Dec 23, 2025 Contract Value : ₹ 16.68 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Meghalaya View Result →
13.
Educational and Research Institute #8444551 AOC
Supply of All Lab Equipment Supply, Installation And Commissioning Of All (Botany, Chemistry, Physics, Geology, Zoology And Geography) Lab Equipments On Turn Key Basis At Item Wise For Govt. Model College, Jhabua - 457661 (Nmdc). , Chemistry Lab Equipment , Analytical/ Chemical Weight Box , Chemical Balance , Chromatography Cabinet , Digital Conductivity Meter , Digital Potentiometer , Distillation Apparatus , Electronic Balance , Kipp?S Apparatus ? Plastic , Magnetic Stirrer With Hot Plate , Melting Point Apparatus ? Electrical , Vortex Shaker , Water & Soil Analysis Kit ? 8 Parameters , Water Bath - 06 Holes , Thin Layer Chromatography (Tlc) Kit , Uv-Visible Spectrophotometer , Digital Ph Meter ? Table Model , Rubber Corks No.1,2,3,4,5,6,7, 8,9,10,11 , Ashless White Filter Paper (125Mm) Circles , Desecators, With Cover And Procelain Plate, Plastic Knob_(Borosil_100 Mm) , Low Form Silica Crucible Without Lid_(Infusil_25 Ml) , Crucible, Gooch Type, Low Form, With Sintered Dise, G3_(Borosil_50 Ml) , Crucible, Gooch Type, Low Form, With Sintered Dise, G4_(Borosil_50 Ml) , Bottle Key For Opening And Closing Bottles With S 40 And S 28 Screw Caps_(5 Units) , Volumetric Flasks , Volumetric, With Interchangeable Solid Glass Stopper Accuracy As Per Class B_(Borosil_50 Ml) , Volumetric Flasks , Volumetric, With Interchangeable Solid Glass Stopper Accuracy As Per Class B_(Borosil_100 Ml) , Volumetric Flasks , Volumetric, With Interchangeable Solid Glass Stopper Accuracy As Per Class B_(Borosil_250 Ml) , Flasks, Erlenmeyer, Conical, Narrow Mouth_(Borosil_500 Ml) , Flasks, Erlenmeyer, Conical, Narrow Mouth_(Borosil_100 Ml) , Flasks, Erlenmeyer, Conical, Narrow Mouth_(Borosil_250 Ml) , Beakers, Low Form Beakers With Spout_(Borosil_50 Ml) , Beakers, Low Form Beakers With Spout_(Borosil_100 Ml) , Beakers, Low Form Beakers With Spout_(Borosil_250 Ml) , Beakers, Low Form Beakers With Spout_(Borosil_400 Ml) , Beakers, Low Form Beakers With Spout_(Borosil_500 Ml) , Burettes Boroflo , Fitted Withboroflo Gp (General Purpose), Screw Thread With Ptfe Keys, Accuracy As Per Class B_(Borosil_50 Ml) , Pipettes , Trnsfer Volumetric , Class B_(Borosil_10 Ml) , Pipettes , Trnsfer Volumetric , Class B_(Borosil_25 Ml) , Watch Glassess - Line_(Borosil_10 Ml) , Glass Rod 8_(General_Each) , S.S. Spatula 6_(General_Each) , Ss Tong - 12_(General_Each) , Wash Bottles , Set With Interchangeable Stopper_(Borosil_500 Ml) , Funnels Plain, 600 Angle, Short Stem_(Borosil_100 Ml) , Porcelain Dish 4_(General_Each) , Buckner Funnel 3 -75 Mm_(General_Each) , Tubes, Centrifuge, Conical Botton, Graduated, With Stopper_(Borosil_15 Ml) , Cylinders Graduated, Single Metric Scale, With Pour Out, Withhexagonal Base, Class B_(Borosil_10 Ml) , Cylinders Graduated, Single Metric Scale, With Pour Out, Withhexagonal Base, Class B_(Borosil_25 Ml) , Cylinders Graduated, Single Metric Scale, With Pour Out, Withhexagonal Base, Class B_(Borosil_100 Ml) , Flasks, Boiling, Roundbottom, Short Neck, Withinterchangeable Joint_(Borosil_1000 Ml) , Flasks, Boiling, Roundbottom, Short Neck, Withinterchangeable Joint_(Borosil_100 Ml) , Flasks, Boiling, Roundbottom, Short Neck, Withinterchangeable Joint_(Borosil_500 Ml) , Funnels Separating, Pear Shape, With Glass Stopcock And Interchangeable Stopper_(Borosil_125 Ml) , Funnels Separating, Pear Shape, With Glass Stopcock And Interchangeable Stopper_(Borosil_250 Ml) , Funnels Plain, 60° Angle, Short Stem_(Borosil_25 Ml) , Funnel (Plasic) , Tubes, Test, With Rim_(Borosil_70 Ml) , Relative Density Bottles With Capillary Bore Interchangeable Teflon Stopper_(Borosil_10 Ml) , Condensers , Liebig, With Sealed Inner Tube_(Borosil_200 Mm) , Reagent Bottles Graduated With Screw Cap And Pouring Ring_(Borosil_250 Ml) , Chromatography Jar (Rectangular Glass Jar) , Burete Stand With Road, Clamp And Boss Head , Capillary Tube , China Dish , Chromatography Paper , Filter Paper , Ignition Tube , Glass Bod Bottle (250Ml) , Sprit Lamp (Made Of Alluminium) , Stelegmometer (Borosilicate Glass) , Viscometer (Borosilicate Glass) , Test Tube Holder (Multicolour Wooden And Iron) , Test Tube Stand (Plastic, 6*6*7Cm) , Test Tube Cleaner Brush , Copper Water Bath With Bakelite Handle Heatting Countenor And Concentric Ring , Metal Tripode Stand (10*10*12) , Geography Lab Equipment , Latest Indian State Maps Of India (Laminated) Certified By S.O.I.Size 70X100cms. , State Maps Of Physical Series. , Map On Worlds & Continents Size 100X140cms. (Laminated). , Geographical Wall Maps :English / Hindi Size 70 X 100 Cms. (Laminated). , 1). 1Physical Feature , 2). Political , 3). Natural Vegetation , 4). Natural Region , 5). Agriculture , 6). Rock & Minerals , 7). Irrigation & Power Projects , 8). Industries , 9). Soils , 10). Railways , 11). Roads , 3- D Map Of India Political. , 3- D Map Of Worldpolitical / Physical , India Political Cum Road Guide Map Size 145X100cms. , India Physical Mapsize 145X100cms. , 3 D State Map Of M.P. , Maps Of India-World & Continents Giant Size , Weather Map Of India (Set Of 14 Maps) , Daily Weather Report Set Of 12 (Photocopy). , Topographical Sheet , Political Globes 40Cm Dia. , Measuring Chain , Measuring Tape : Size 30Meter Made Of Fibre Glass (Freemans Make) , Ranging Rod: , Abney Level: , Thermometers: , Min. & Max. Bulb Thermometer C&F Combined: Zeal Uk Made. , Dry & Wet Bulb Thermometer C&F Combined: Zeal Uk Made. , Wall Thermometer (Imported): , Box Sextant : , Clinometer Tangentindianpattern : Made Of Full Brass (Survey Of India Pattern) , Aerial Photographs , Aerial Photographs Coloured. , Portable Weather/Meteorological Station (Imported) : , Self Recording Rain Gauge: , Wind Vane: , Robinson’S Cup Anemometer : , Latest Tracing Table For Geography Lab Size 36”*48” , Oxford Student Atlas For India , Oxford Student Atlas (Hindi) For Competitive Exams: Bharat Sanskaran , National Geographic Atlas Of The World, 11Th Edition , India Road Atlas: India Tourist Map Hindi , Geology Lab Equipment , Polarising (Petrological Microscope: (Export- Quality) , Ore Minerals And Rocks Samples , Hand Lens 10X , Geological Map Of India , 3 D Geological Map Of India , Tectonic Map Of India , Geotechnical Map Of India , Geomorphological Map Of India , Tectonic Map Of India & Adjoining Countries , India Rock & Mineral Map , India Rock Type Map , India Ocean Geology Map , India Soil Texture Map , India Earthquake Map , India Soil Cover Map , India Physiography , India Relative Relief Map , India Slope Map , India River Basin Map , India Drainage Map , India Soil Map , India Land Use Map , India Coastal Features Map , India Water Pollution Map , India Air Pollution Map , Model Showing Dip. Strike & Escarpment In Inclined Strata , Model Showing True & Apparent Dip In Inclined Strata , Model Showing Strike & Dip In Inclined Strata , Model Showing Strike & Pitch (Plunge) In Folded Strata , Symmetrical Anticline/ Syncline , Asymmetrical Anticline/ Syncline , Pitching Anticline/ Syncline , Monoclinal Fold , Isoclinals Anticline/ Syncline , Recumbent Fold , Fan Fold , Dome Fold , Strike Faults In Inclined Beds , Dip Faults In Inclined Strata , Faults Across A Syncline Or Anticline , Faults Across A Pitching Anticline Or Syncline , Dipfaults In Folded Strata Across A Syncline Or Anticline , Dipfaults In Folded Strata Across A Pinching Syncline Or Anticline , Rockscycle Model , Ocean Feature Model , Hydrological Cycle Model , Earth History Models , Land Form Model , Comparative Terrain Modrel , Models Of Volcanoes , Models Of Volcanoes , Model Of Contour Map Interpretation , Model Of Plate Structure & Surface Morphology , Models Of Fold Structure & Its Geomorphic Evolution , Model Of Crustal Movement , Model Of Island Formation , Model Of Bottom Configuration , Model Of Depositional Formation , Fold Structure & Its Geomorphic Evolution Models , Model Of Change On Earth’S Crust , Geological Hammer , Haversacks , Toposheets : Published By Survey Of India Scale 1;50000. , Thin Section Slides Of Rocks & Minerals , Rocks Set , Rocks (15 Igneous+15 Sedimentary+15 Metamorphic Rocks) , Rocks (Igneous) Set Of 15. , Rocks (Sedimentary) Set Of 15. , Rocks (Metamorphic) Set Of 15. , Rocks Forming Minerals Set Of 10. , Physics Lab Equipment , Battery Charger 2 V To 12 V , Ballistic Galvanometer (100 Ohms) With Lamp & Scale Arrangement , Crown Glass Prism , Spectrometer 6 , Moment Of Inertia Table , Complete Apparatus To Verify Law Of Parallel & Parpendicular Axis For Moment Of Inertia , Study Of Compound Pendulum , Reading Telescope , Study Of Bending Of A Beam , Young’S Modulus Using Cantilever , Surface Tension By Jaeger’S Method , Viscosity By Poiseuile’S Method , Measurement Of Low Resistance By Carry Foster Bridge , Potentiometer , Newton’S Law Of Cooling Apparatus , Sodium Vapor Lamp 35 Watt , Transformer For Sodium Lamp , Mercury Lamp , Transformer For Mercry Lamp , Fresnel’S Biprism , Bi-Prism Assembly Without Optical Bench , Half-Shade Polarimeter , Electroscope – Gold Leaf , Af Generator 200 Khz , Vibration Magnetometer , Tangent Galvanometer , E/M By Thompsons Method , Study Of Absorption Spectra Of Iodine Vapor – Complete Setup , Hysteresis (B-H) Curve Of Ferromagnetic Material With The Help Of Cro , Study Of A Voltage Regulation System (Half Wave, Full Wave & Bridge Rectifier) , Transistor Characteristics , Tunnel Diode Characteristics , Specific Resistance Energy Gap Of A Semiconductor , Regulated Power Supply Using Transistor , Study Of Two Stage Rc Coupled Amplifiers , Diode & Zener Diode Characteristics Apparatus , Charging & Discharging Of Condenser , To Find The Wavelength Of Sodium Light With The Help Of Fresnel’S Bi-Prism , Study Of Lissasjous Figure , Barton Apperatus , Adjustable Height Stand , Capillary Tube Packet Of Different Radius , Platinum Resistance Thermometer , Desoldering Tool , Thermocouple Apperatus , Jeft Aapperatus To Study Cherecterstic Curve , Plane Transmition Gating , Holografic Differention Gating , Physical Balance , Weight Box , Vernier Calipers , Screw Gauge - 20 X 1 Mm , Stop Clock – L.C. 1 Sec , Digital Stop Watch , Resistance Box , Ammeter Dc , Ammeter Ac , Voltmeter Dc , Voltmeter Ac , Analogmultimeter , Digitalmultimeter , Soldering Iron , Travelling Microscope , Diode Lazor , Holographic Differection Gating , Logic Gate Apperatus Standard Tool Box , Connecting Lead Wire For Multimeter , Fly Wheel , Mirror Strip With Holder , Digital Thermameterstandard , Mercury Thermameter Standard , Digital Voltmeter , Digital Amoeremeter , Digital Multimeter With Cords , Aluminium Tray 6 Inch * 1 Ft , Uv Lamp 30 Watts , Zoology Lab Equipment , Volvox , Grasshopper Testis Fixed For Meiosis , Ascaris (Male And Female) , Taenia Solium (Tap Worm) , Nereis And Heteronereis , Leech (Hirudinaria) , Earthworm , Squilla , Termite Queen , Stick Insect , Praying Mantis , Unio , Pila , Loligo , Balanoglossus , Herdmania , Honey Bee Life Cycle , Lac Insect Life Cycle , Silk Moth Life Cycle , Myxine Glutinosa-Excellent Specimen , Petromyzon (Lampray) , Salpa , Zygaena (Hammer Headd) , Torpedo (Electric Ray) , Exocoetes (Flying Fish) , Echineis (Sucker Fish) , Frog , Rhacophorus , Hyla , Salamender , Uromastix , Draco , Chamaeleon , Viper Russeli , Naja , Python , Hydrophis , Bat , Fossil Specimens: Fossil Cast Of Archeopteryx Lithographica From U.K. (Cast From Original) Full Size , Amoeba W.M , Earthworm- Septal Nephridia , Mouth Parts - Anapheles Male , Mouth Parts - Anapheles Female , Chick Embryology - 13 Hrs Stage (W.M.) , Chick Embryology - 16 Hrs Stage (W.M.) , Chick Embryology - 24 Hrs Stage (W.M.) , Chick Embryology - 33 Hrs Stage (W.M.) , Chick Embryology -72 Hrs. Stage (W.M.) , Chick Embryology -96 Hrs. Stage (W.M.) , Balanoglossus - T.S. Through Pharyngeal Or Branchio-Genital Region Of Body , Balanoglossus - T.S. Collar Region , Amphioxus - T.S. Passing Through Oral Hood , Amphibia - Blastula V.S./W.M. , Amphibia - Gastrula V.S./W.M , Rhomboid Scale W.M , Lampbrush Chromosome , Mitosis Cell Division: Prophase , Mitosis Cell Division: Metaphase , Mitosis Cell Division: Anaphase , Mitosis Cell Division: Telophase , Meosis Cell Division: Leptotene Stage , Meosis Cell Division: Zygotene Stage , Meosis Cell Division: Diplotene Stage , Meosis Cell Division: Pachytene Stage , Meosis Cell Division:Diakinesis Stage , Meosis Cell Division: Metaphase I , Meosis Cell Division: Anaphase-Telophase I , Meosis Cell Division: Metaphase Ii , Meosis Cell Division: Second Anaphase Telophase , Rabbit (Mammals) - Pitutary Gland (T.S.) , Rabbit (Mammals) - Adrenal Gland (T.S.) , Rabbit (Mammals) - Kidney (L.S.) , Striated Muscles , Non-Striated Muscles , Cardiac Muscles , Planaria W.M , Waucheria Brancofti (Filaria) Smear , Trichinella Spiralis Cyst In Muscle , Tape Worm Scolex W.M. , Uv-Visible Spectrophotometer , Rocking Microtome , L Mould For Casting Paraffin Block , L Mould For Casting Paraffin Block , Chromatography Cabinet , Paper Chromatography Kit , Haemocytometer Kit , Haemoglobinometer (Sahlis) Kit , Bp Apparatus , Stethoscope Standard , Micropipette Fully Autoclavable Volume 0.02 - 2 Ul , Micropipette Fully Autoclavable Volume 0.5 - 10 Ul , Micropipette Fully Autoclavable Volume 20 - 200 Ul , Micropipette Fully Autoclavable Volume 100 - 1000 Ul , Whatmann Filter Paper No. 1 , Secchi Disc , Gel Electrophoresis Kit (Vertical) , Electrophoresis Apparatus (Paper Model) , Insect Collecting Net Portable , Entomological Pins , Insect Killing Jar , Insect Spreading Board (Adjustable) , Pointer Eye Piece Imported 5X , Pointer Eye Piece Imported 10X , Pointer Eye Piece Imported 15X , Dissection Of Dog Fish (Scoliodon) , Prawn Dissection , Comparative Model Set Of Vertebrates Hearts -Set Of 5 , Evolution Of Man - Set Of 4 Models , Life History Of Frog , Earthworm Dissection , Earthworm Cierculatory System , Frog Dissection , Dna Model Set Of 4 On Board , Human Endocrine Glands , L.S. Of Kidney Of Human On Board , Articulated Skeleton Of Fowl In Showcase , Articulated Skeleton Of Shark (Dog Fish) In Showcase , Pectoral Girdle - Frog , Pectoral Girdle - Lizard , Pectoral Girdle - Pigeon , Pectoral Girdle - Lepus , Pelvic Girdle - Frog , Pelvic Girdle - Lizard , Pelvic Girdle - Pigeon , Pelvic Girdle - Lepus , Limb Bone - Fore Limb -Frog , Limb Bone - Fore Limb -Lizard , Limb Bone - Fore Limb -Pigeon , Limb Bone - Fore Limb -Lepus , Limb Bone - Hind Limb -Frog , Limb Bone - Hind Limb -Lizard , Limb Bone - Hind Limb -Pigeon , Limb Bone - Hind Limb -Lepus , Botany Lab Equipment , Nested Square , Circular Quadrats , Herbarium Press , Herbarium Paper Sheet , Drawing Board , Field Collection , Prismatic Binocular , Plastic Collection Bottles 60Ml , Plastic Collection Bottles 125Ml , Plastic Collection Bottles 250Ml , Mycoplasma , Nostoc Wm , Oscillatoria Wm , Polytrichum Ls , T.S. Of Aerial Shoot , T.S. Of Young Stem , T.S Of Old Stem , T.S.Of Microsporophyll , L.S Of Ovule , L.S Of Male Cone , Pollen Grains , L.S Of Female Cone , L.S Of Ovule , L.S Of An Ovule , L.S Of Mature Seed , Longitudinal Section Of Root Apex , Tyloses , Longitudinal Section Of Shoot Apex , Transverse Section , Growth Rings,Heartwood , Lenticel , Longitudinal Section Of Ovule , L.S Of Ovule Showing , Transverse Section Of Mature , V.S Of Leaf , T.S Ofstem , Free Central , Superficial Placentation , Ceratophyllum T.S Of Stem , Ceratophyllum V.S Of Leaf , Trapa V.S Of Leaf , Eichhornia V.S Of Leaf , Marginal Placentation , Amophilla V.S Of Leaf , Axile Placentation , Volvox Vegetative , Oedogonium Vegetative , Oedogonium Macrandrous , Oedogonium Nannandrous , Chara Vegetative , Chara Reproductive , Vaucheria Vegetative , Vaucheria Reproductive , Ectocarpus Vegetative , Ectocarpus Reproductive , Polysiphonia Vegetative , Polysiphonia Reproductive , Albugo Sexual , Albugo Hypertrophy , Mucor Sporangial , Mucor Zygosporic , Yeast Budding , Peziza , Puccinia Uredo , Puccinia Teleuto , Puccinia Aecidial , Puccinia Pycnidial , Alterneria , Lichen , Riccia Vegetative , Riccia Antheridia , Riccia Archegonia , Riccia Sporophyte , Marchantia Thallus , Marchantia With Gemma , Marchantia Antheridial , Marchantia Archeogonial Plant , Anthoceros Vegetative , Anthoceros Antheridia , Anthoceros Archegonia , Anthoceros Sporophyte , Polytrichum Vegetative Plant , Polytrichum Antheridia , Polytrichum Archegonium , Polytrichum Rhizome , Funaria Vegetative , Funaria Anthridia , Funaria Archegonium , Pteris Vegetative , Pteris Anatomy , Psilotum Anatomy , Psilotum Anthridia , Psilotum Archegonium , Lycopodium Stem , Lycopodium Stem , Lycopodium Root , Lycopodium Cone , Selaginella Vegetative , Selaginella Stem , Selaginella Rhizophore , Selaginella Strobillus , Equisetum Stem , Equisetum Cone , Equisetum Rhizome , Marsilea Petiole , Marsilea Sporocarp , Marsilea Rhizome , Cycas Ordinary Root , Cycas Coralloid Root , Cycas Leaflets , Cycas Rachis , Cycas Ovules , Pinus Rootyoung , Pinus Stem Young , Pinus Dwarf Shoot , Pinus Needle , Pinus Male Cone , Pinus Female Cone , Ephedra Root , Ephedra Stem Young , Ephedra Leaf , Maize Root , Gram Root , Beet Root , Maize Stem , Dracaena Stem , Sunflower Stem , Bignonia Stem , Nyctanthes Stem , Boerhaavia Stem , Leptadenia , Salvadora , Achyranthes , Maize Leaf , Mango Leaf , Apparatus For Demonstrating Osmotic , Ganongs Demonstration , Endoosmometer , Apparatus For Experiments , Blackmans App , Apparatus To Show The Stomata , Apparatus To Measure The Loss , Potometer For Observing , Ganongs Potometer On Stand , Farmers Potometer , Apparatus To Show The Unequal , Leaf Clasp Ganongs Special Pattern , Leaf Clasp Ganongs Simple From , Transpiration Tube , Molls App. , Molls Half Leaf Experiment , Ganongs Light Screen-Strongly , Wilmots Bubbler , Respiration App. , Ganongs Respirometer , Apparatus To Demonstrate The Phenomenon , Apparatus To Show The Absorption Of Oxygen , Parometer For Measuring-The Degree , Apparatus To Show The Unequal , Leaf Clasp Ganongs Special Pattern , Leaf Clasp Ganongs Simple From , George John Mendel , Charles Robert Darwin , Louis Pasteur , Anton Van Leeuwenhoeck , Sir J C Bose , Birbal Sahni , Sunder Lal Hora , Dr H G Khorana , Sir Alexander Flemming , Plant Cell Mitosis , Plant Cell Meiosis , T.S. Stem- Monocot , Diocot Sunfloer , Monocot , Dicot , Monocot , Dicot , Root Systems , Root Modifications , Stem Modifications , Strucuture Of Flower , Calyx And Corolla , Inflorescences , Taxonomy Of Cruciferae- Brassica , Taxonomy Of Malvaceae-Hibiscus Rosa , Citrus , Lathyrus , Rosa Indica , Solanum , Allium Cepa , Zea Mays , Helianthus , Nerium Indicum , Calotropis , Ocimum Sanctum , Dhatura , Triticum Aestivum , Coriandrum , Mitochondria , Chloroplast , Nucleus , Chromosome , Dna , Protein Syntheis , Monohybrid Crossing Complete , Monohybrid Crossing In Complete , Dihybrid Crossing , Mendelian Explanation Of The , Plant Respiration , Plant Transpiration , Plant Osmosis And Root Pressure , Photosynthesis Light Reaction , Photosynthesis Dark Reaction , Glycolysis , Krebs Cycle , Marchantia Structure And Life History , Moss Life Histroy , Fern Strucuture And Life History , Cycas Life History , Ephedra Structure And Life History , Gnetum Structure And Life History , Pinus Structure And Life History , Plant Cell Ultra Strucuture , Plant Kingdom Showing Flowering And Non- Flowering Plants , Comparison Of Dicot And Monocot Plants , Fossil Plants , Classification Of Fruits , Fertilization Showing Germination Of Pollen Grain , T.S. Anther And Its Development , Megasporogenesis , Germination Of Pollen Grain And Development Of Male Gametophyte , Development Of Embryo And Endosperms , Microsporangium , Types Of Embryo Sac , Forms Of Androecium , Forms Of Gynoecium , Development Of Monocot Embryo , Placentation , Pollination Different Types , Forms Of Ovule , Forms Of Calyx And Corolla , Plant Anatomy Showing Simple Tissues, Parenchyma, Collenchyma And Sclerenchyma , Plant Anatomy Showing Complex Tissues Xylem , Plant Anatomy Showing Complex Tissues Phloem , Tobacco Mosaic Disease , White Rust Of Crucifers , Lichens , Selaginella , Lycopodium , Marsilea , Cycas: Foliage Leaf , Cycas: Corolloid Root , Cycas Male Cone , Cycas: Microsporophyll , Cycas: Megasporophyll , Pinus: Stem , Pinus: Male Cone , Pinus: Female Cone , Ephedra: Male Strobilus , Ephedra: Female Strobilus , Hydrilla , Potamogeton , Ceratophyllum , Trapa , Eichhornia , Nymphaea , Opuntia , Ruscus , Asparagus , Australian Acacia , Pneumatophore Or Respiratory Roots , Viviparous Germination , Inflorescence Of Euphorbia , Inflorescence Of Triticum Aestivum , Inflorescence Of Brassica Campestris , Inflorescence Of Achyranthus Aspera , Marsilea , Cycas: Foliage Leaf , Cycas: Corolloid Root , Cycas Male Cone , Cycas: Microsporophyll , Monocular Biological Microscope , Digital Ph Meter , Heating Mantle Coil Shape , Digital Colony Counter , Rotary Microtome , Microwave Oven , Digital Balance , Heating Mantle , Hot Air Oven , Incubator , Ph Indicator Paper Strips, Ph Range: 1-14(Pack Of 10) , Ph Indicator Paper Strips,( Pack Of 10) , Refrigerator Normal (500 Ltr)
Contract Date: Nov 27, 2025 Contract Value : ₹ 49.97 Lakh
Local Bodies No of Bidders 4
Madhya Pradesh View Result →
14.
Defence #8062759 AOC
MISC REPAIRS TO ELECTRICAL SUPPLY SYSTEM, CAPACITOR PANEL, HIGH MAST, AMF PANEL AND ALLIED WORKS AT AOC CENTRE MUDFORT, HANUMAN TEMPLE HAVELOCK LINE, NCC, DOU, SAFILGUDA, SAPPERS LINE, ABC LINE SOLAR PLANT AND ADJOINING AREA UNDER AGE EM II OF GE (U) SECUNDERABAD; 1 Supply & Replace in replacement MCCB along with both side spreader link and nut bolts of appropriate size (Conforms to IEC:60947-II/IS:13947-II) in exisitng LT Panel box/Feeder Pillar boxes (KIOSK), in MCCB DBs of capacity 630 Amps, 4 Pole, 35 KA, 415 Volt including disconnecting/ taking out existing old unsv/burned MCCB complete all as specified and directed. 2 All as per item No 1.00 here in before but of capacity 315-400 Amps, 4 pole, 36 KA 3 All as per item No 1.00 here in before but of capacity 250 Amps, 4 pole, 36 KA 4 All as per item No 1.00 here in before but of capacity 200 Amps, 4 pole, 36 KA 5 All as per item No 1.00 here in before but of capacity 160 Amps, 4 pole, 36KA 6 All as per item No 1.00 here in before but of capacity 125 Amps, 4 pole, 16 KA 7 All as per item No 1.00 here in before but of capacity 100 Amps, 4 pole, 16 KA 8 All as per item No 1.00 here in before but of capacity 63 Amps, 4 pole, 16 KA 9 S&F in replacement MCCB, 63 Amps, 3 pole, 415 Volts with breaking capacity 16KA, including disconnecting/ taking out existing old unsv/ burned MCCB complete all as specified and directed. 10 All as per item No 9.00 here in before but of capacity 100 Amps, 3 pole, 415 Volts with breaking capacity 16KA 11 All as per item No 9.00 here in before but of capacity 160 Amps, 3 pole, 415 Volts with breaking capacity 16KA 12 S&F in replacement MCB, SP 6-32 Amps, C Curve with breaking capacity 10KA, including disconnecting/ taking out existing old unsv/ burned Isolator complete all as specified and directed. 13 Supply and fixing in replacement of automatic street light switch using infrared sensor based nature switch for automatic switching of street lights.Nature switch operation should bebased on natural light lux level. Required illuminance level for switching on is < 30 Lux and for switching off > 10 lux. The sensor should also have part night operation facility of min 4 hrs to max 12 hrs.The sensor along with suitable power contactors incoming outgoing MCBS SP and and automanual (sensor bypass selection option should be enclosed in a pole /wall mountable enclosure made of rust proof electric shock proof termite proof and FR grade SMC Box conforming to IP54 single phase load of 8 KW with circuit wiring min 10 sq mm copper wire 63 Amps contactor ans suitable MCBs at both positions at incoming and out goings of breaking capacity 10 KA complete including necessary clamp (2 sets) / anchor bolt(4 nos) for fixing on pole / walll complete all as directed including taking down old one . Model no Swadeep-02 EC 8KW 1P or equivalent from Havells/Legrand . 14 Supply and fixing in replacement of automatic street light switch using infrared sensor based nature switch for automatic switching of street lights.Nature switch operation should bebased on natural light lux level. Required illuminance level for switching on is < 30 Lux and for switching off > 10 lux. The sensor should also have part night operation facility of min 4 hrs to max 12 hrs.The sensor along with suitable power contactors incoming outgoing MCBS SP and and automanual (sensor bypass selection option should be enclosed in a pole /wall mountable enclosure made of rust proof electric shock proof termite proof and FR grade SMC Box conforming to IP54 three phase load of 12 KW with circuit wiring min 10 sq mm, 3 nos contactor each of 40 - 50 amps, incoming outgoing MCB (3 nos) rating 40 amps of breaking capacity 10 KA complete including necessary clamp (2 sets) / anchor bolt(4 nos) for fixing on pole / walll complete all as directed including taking down old one Model no Swadeep-02 EC 12KW 3P or equivalent from Havells/Legrand . 15 Supply, lay, commissioning and testing of cable jointing Kit Heat shrinkable type for 1100V grade cable for straight through joint with jointing material and accessories suitable for LT UG cable of size 16 to 50 Sqmm, 3.5 Core complete all as specified and directed. 16 All as per item No 15.00 above but suitable for aluminium conductor cable of size from 70 sqmm, 3.5 Core to 95 Sqmm, 3.5 Core 17 All as per item No 15.00 above but suitable for aluminium conductor cable of size from 120 sqmm, 3.5 Core to 185 Sqmm, 3.5 Core 18 All as per item No 15.00 above but suitable for aluminium conductor cable of size from 240 sqmm, 3.5 Core to 240 Sqmm, 3.5 Core 19 M&L for repairing of automatic operation of highmast lantren including all arrangements required including crane and replacement of all unserviceable spares of highmast lighting system of height 12 m to 16 meter . Quoted rates deemed to be inclusive of the following:-(i) crane as required for taking down of high mast pole including light without any damage to the mast, lantern and lights etc and refixing the same after repairing of the all problem on the same position(ii) Necessary disconnection and reconnection of electrical connection. (iii) Replacement of all unserviceable spare like High mast head, high mast ring , stainless steel wire, clamp, winch, transition plate, service door , Hook ring, nose plate, cabinet, gear, reel, transmission belt etc including servicing of gear box , filling of gear oil, greasing etc complete (quoted rates deemed to be inclusive of all spares required for proper functioning of lantern system except stainless steel wire, High mast head, high mast ring etc. 20 Supply only steel wire rope 6mm dia (7/19 construction) suitable for highmast system including u bolt complete all as directed 21 Taking down, transport to workshop , Re-winding of electric motor 3 phase installed at highmast pole of capacity upto 2.2/3 HP and refixing of the same including necessary arrangement complete all as directed 22 Supply and lay in replacement of cable lay in trenches/fixed to walls/poles etc connecting buy using lugs, testing and commissioning XLPE insulated and PVC sheathed heavy duty LT 1100 Volts grade armoured under ground cable with stranded aluminium conductor 4 Core 25 Sqmm complete all, as specified and directed.Note :- Earth work excavation, sand cushioning and brick protection shall be measured and paid separately. 23 All as per item No 22.00 above but 3.5 Core 35 Sqmm 24 All as per item No 22.00 above but 3.5 Core 50 Sqmm 25 All as per item No 22.00 above but 3.5 Core 70 Sqmm 26 All as per item No 22.00 above but 3.5 Core 95 Sqmm 27 All as per item No 22.00 above but 3.5 Core 120 Sqmm 28 All as per item No 22.00 above but 3.5 Core 150 Sqmm 29 All as per item No 22.00 above but 3.5 Core 185 Sqmm 30 Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth and getting out in hard/ dense soil for foundation of poles, structures, stay rods, laying of underground cable etc complete all as directed by Engr-in-Charge. 31 Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soils complete all as specified and directed. 32 Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. 33 Spreading riddled earth (after preparation of excavated earth) in Cable duct with sand cushioning of cable laid in trenches complete all as directed by Engineer-in-Charge.Note:- Punned thickness 18 CM( 6.25 Cm below cale and 11.75 cm above cable) will be measured for payment purpose. Quoted rate inclusive of all arrangement as mentioned. 34 Supply and Laying bricks, common burnt clay building bricks, sub class B of size 230 x 115 x 75 mm laid across in trenches for cable protection complete all as specified and directed. 35 Cutting the existing road/ PCC surface straight by manual, depth and width not less than 1 mtr below ground level for passing of underground cable and filling back with excavated soil upto 75% road portion and 25% shall be made with cement concrete 1:2:4 (using 20 mm graded aggregate stone complete all as specified and directed. 36 M&L for road crossing/ drain crossing by adopting trench less tunneling work through specified pipe jacking method by erecting the equipment to true to the allignment and gradient by hydarulic pipe jacking technique complete including tunneling, excavation in any type of soils including hard rock, HDPE pipe medium duty duty of size 100 mm dia in any length including jointing materials to carry LT UG cables of size upto 240 Sqmm and necessary conveyance charges of machinery and other required materials in co-ordination with the concerned authorites complete all as specified and as directed. 37 M&L for replacement of broken earth pit made out of PCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate, 20 mm thick and earth pit cover made out of RCC 1:2:4 type B1, cover reinforced with 8 mm dia MS deformed bars @ 100 mm centre to centre both ways with hook made out of 8 mm dia bar, watering arrangement with funnel and wire mesh and including reconnecting of earth lead of any type with new nuts, bolts and washers etc as required at site complete all as specified and directed. 38 M&L in replacement of earthing complete as per electrical plate No. 3 of MES SSR Part-I with galvanised steel earth plate electrode 60cmx60cmx6.0mm thick, buried directly vertically in ground in a pit depth not less than 2.25 metres below ground level with top edge of earth plate at a depth not less then 1.5 metre below normal ground level connected to and including galvanised iron earth strip 32 mm x 6 mm by means of bolts, nuts check nuts and washers of galvanised iron or steel. Earthing strip shall be protected by galvanised iron or steel pipe 40mm bore light grade and connected pole / test point. Watering pipe shall be 20 mm bore GI medium grade. The earthing shall be of inclusive of excavation & earth work in any type of soil, (in any type of strata ) charcoal, salt, funnel PCC pit and RCC cover complete all as specified & tested complete.Note:-(i) GI strip 32 x 6 mm upto 7.5 mtr length shall be deemed to include in this items rate.(ii) On testing after completion if the desired earth resistance is not obtained the earthing will be redone at no extra cost by the contractor. 39 S&F in replacement of Galvanised Iron Strip 32x6mm with Saddles and fixing Screws for Roof/ Earth Conductors and Down Conductors above Ground including taking down unserviceable Strip, complete all as specified and as directed.NOTE : All Joints should be joined by Brazing or by using of nuts and bolts& washers. 40 S&F in replacement of Galvanised Iron Tubing/ Pipe 40mm bore (dia), light grade for Strip Protection, fixed in Walls/ Floors with suitable type of Clamps, etc. including taking down unserviceable GI Tubing/ Pipe, complete all as specified and as directed. 41 Supplying and fixing in replacement of 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspen ded by insulating hangers not more than 1 metre apart including4mm suspension wire, one twin core cable flat of Size 4 Sqmm complete all as specified and directed. 42 All as per item No 44.00 above but of size 6 Sqmm complete all as specified and directed. 43 All as per item No 44.00 above but of size 10 Sqmm complete all as specified and directed. 44 S&F in replacement of hot press moulded SMC junction/terminal box of size with internal diamensions of 200 x 140 x 95 mm with hinged door, incl provision of 2 way connector 415 Volts made out of polycarbonate or bakelite and 1 No MCB of 6 Amps with DIN bar, drilling holes for cable connections, connecting incoming and or out going cables by providing suitable of size of cable lugs/glands, fixed on pole by means of clamps made out of MS flat iron of size 25mm x 3 mm 2 Set including dismantling of old unserviceable all as specified and as directed. Make : Syntex/C&S/Havells. 45 Supply and laying in replacement of GI tubing light grade of size 40 mm for cable protection on road/drain/floor/pole including necessary clamps 40x4mm with ISI marked. 46 Supply and laying in replacement of GI tubing light grade of size 50 mm for cable protection on road/drain/floor/pole including necessary clamps with ISI marked. 47 Supply and laying in replacement of GI tubing light grade of size 80 mm for cable protection on road/drain/floor/pole including necessary clamps with ISI marked. 48 S&F in replacement of On-Load changeover switch with sheet steel enclosure, (Side Handle), 4 pole of capacity 400 Amps, 415 Volts, 50 Hz, complete all as specified and directed. 49 S&F in replacement of off-Load changeover switch with sheet steel enclosure, (Side Handle), 4 pole of capacity 200 Amps, 415 Volts, 50 Hz, complete all as specified and directed. 50 S&F off-Load changeover switch with sheet steel enclosure, (Side Handle), 4 pole of capacity 100 Amps, 415 Volts, 50 Hz, complete all as specified and directed. 51 Supply only of aluminium cable lugs of following sizes :-Make : Dowell/Jaison. 52 16 to 25 Sqmm Size 53 35 to 50 Sqmm Size 54 70 to 95 Sqmm Size 55 120 to 150 Sqmm Size 56 185 to 240 Sqmm Size. 57 S&F in replacement of MCCB factory made enclosure box with neutral link for TPN System made of sheet metal Powder coated Suitable for fixing at Pole including two set of clamps comprising with the following i) S&F of MCCB 63 Amps 16 KA TP 58 S&F in replacement of MCCB factory made enclosure box with neutral link for TPN System made of sheet metal Powder coated Suitable for fixing at Pole including two set of clamps comprising with the following i) S&F of MCCB 100 Amps 16 KA TP 59 Supply and fixing in replacement of lantren of dia 60 CM for fixing of flood light, cap type to be fixed on the top of 9 m SP-31 Steel pole , made of MS pipe medium grade dia greater than the top dia of the pole of length 0.35 M supported by MS flat iron of size 50X6 mm 8 nos including two coat of aliminium painting over a coat of redoxide primer complete all as directed 60 M&L for Servicing of ACB Breaker indoor/ outdoor type of any make/ model/ capacity, checking of switching ON/OFF & tripping system, Spring charge Motor working system,checking of all electrical mechanical components of AMF panel and Setting the same for proper working of Breaker, testing of operation manually and auto mode complete all as directed by Engr-in-charge.Note:-All the mechanical parts are thoroughly cleaned by suitable cleaning agent & moving parts are properly lubricated 61 Supply and fixing in replacement only power factor correction capacitor, 5 KVAR, heavy duty 440 volts 50 Hz complete including taking down old unserviceable capacitor complete all as specified and directed. 62 All as per item No 59.00 above but 10 KVAR Capacitor Bank 63 All as per item No 59.00 here-in-before but 20 KVAR Capacitor Bank 64 Supply and fixing in replacement only capacitor duty contactor suitable for rating 5 kVAR ,50Hz,440v,3-ph,3-pole in existing panel including including necessary wiring & misc accessroies for satisfactory completion of job taking down old unserviceable one complete all as directed by Engineer-in-Charge. 65 All as per item No 62.00 above but 10 KVAR capacitor duty contactor 66 All as per item No 62.00 here-in-before but 20 KVAR capacitor duty contactor 67 S&F in replacement APFC relay with auto-set functiont 7/8 stage APFC relay 68 Supply & Fixing in replacement of Auto/ Manual selector swtich in existing panel including including necessary wiring & misc accessroies for satisfactory completion of job taking down old unserviceable one complete all as directed by Engineer-in-Charge. 69 M&L for preparation of old painted surfaces for outdoor/indoor Amf panel/LT Panel of any size with applying two coat of synthetic enamelled grey paint after removing all dust & rust and paint shall confirm to IS 2032 complete all as specified . 70 Supply, Installation, test and Commissioning in replacement of factory fabricated, out door type, Bus bar panel made out of 3.15 mm thick CRCA Sheet of size 1MX.75mX.35M with projected Globe roof for rain water protection Dust and Vermin Proof , Double door with both side opening including Neoprene Rubber Gasket,, suitable for 440 Volt 3 Phase 4 Wire System ,including Danger Plate, Earthing Strip Point and Ventilation Louvers at Rear Side, Bottom detachable Gland Plate comp-lete with suitable size Zinc Chromium Plated Nuts, Bolts and Washers, etc. and embeded with 50X50X6mm Mild Steel Angle Iron Frame and 600 mm above the Normal Ground Level complete with internal connection with suitable size of cable ,cable lugs,and cable glands PCC Foundation in Cement Concrete 1:3:6 (20mm Graded Stone Aggregate) and Testing after Installation complete all as specified and comprising of the following :– 71 (a) Aluminium bas bar 200amps - 04 Nos in 3 Phase and Half neutral fashion, supported with suitable size of heavy duty porcelin stand lock with suitable size of brass nut, bolts and washer with heat shrinkable PVC sleeving. The bar shall be colour coded (red, yellow and blue) for three phases and black for neutral. 72 b) MCCB 100 amps ,415 volt ,16 KA Breaking capacity 4 pole Electromagnetic release duly connected to Bus Bar As INCOMING - 01 Nos 73 Supply and install, testing and commissioning in replacement of Out door LT feeder panel of 400 Amps, factory made cubicle type of suitable size and 3.15 mm thick CRCA sheet outdoor type vermin proof with Aluminium bus bar of size 40 mm x 10 mm, Al strip 3 phase and neutral connections with neutral colour coded with heat and shrinkable PVC sleeves, with necessary supports, angle iron frame work and stand, locking arrangements and painted with one coat of red oxide primer and two coats of powder coated paint with suitable size of panel control copper wiring, accessories are fitted on suitable insulator all housed in suitable bus bar chamber and provision and fixing of digital Voltmeter,Ammeter with built in selector switch, CTs of suitable ratio, and pilot indication lamps complete along with provision of necessary cable entry/exit boxes for all incoming and out going cables with suitable cable glands incl PCC foundation etc complete testing and commissioning complete and consisting the following :- 74 (a) MCCB 4 Pole 400 Amps 36KA -01 No. Thermal Magnetic release (incommer)(b) MCCB 4 Pole 200 Amps 25KA -01 Nos. (Outgoing)(c) MCCB 4 Pole 160 Amps 25KA -02 Nos. (Outgoing)(d) MCCB 4 Pole 100 Amps 16KA -03 Nos. (Outgoing)(e) Digital multimeter operated on 400/5A LT-CT operated complete - 01 No(e) Indicating type lamp for Red, Yellow and Blue phases - 01 SetNote : (a)All existing incoming and out going cables are to be connected to the above panel with proper lugs, glands nuts, bolts etc the cost of work is deemed to be included in the above item..(b) The cost shall also be include the breaking of floors/walls etc including digging of trenches for removing of cables of loops and connecting to the new panel boards and making good the disturbed surfaces to match with the existing surfaces 75 Supply and install, testing and commissioning in replacement of Out door LT feeder panel factory made cubicle type of suitable size and 3.15 mm thick CRCA sheet outdoor type vermin proof with suitable size Aluminium bus bar with neutral colour coded with heat and shrinkable PVC sleeves, with necessary supports, angle iron frame work and stand, locking arrangements and painted with one coat of red oxide primer and two coats of powder coated paint with suitable size of panel control copper wiring, accessories are fitted on suitable insulator all housed in suitable bus bar chamber and provision and fixing of digital multimeter, CTs of suitable ratio, and pilot indication lamps complete along with provision of necessary cable entry/exit boxes for all incoming and out going cables with suitable cable glands incl PCC foundation etc complete testing and commissioning complete and consisting the following :- 76 (a) MCCB 4 Pole 160 Amps 36KA -01 No. Thermal Magnetic release (incommer)(b) MCCB 4 Pole 100 Amps 16KA -02 Nos. (Outgoing)(d) MCB SP Pole 32 Amps 10KA -01 Nos. (Outgoing)`(e) Digital multimeter with CT 400/5A LT-CT operated complete - 01 Set(e) Indicating type lamp for Red, Yellow and Blue phases - 01 SetNote : (a)All existing incoming and out going cables are to be connected to the above panel with proper lugs, glands nuts, bolts etc the cost of work is deemed to be included in the above item..(b) The cost shall also be include the breaking of floors/walls etc including digging of trenches for removing of cables of loops and connecting to the new panel boards and making good the disturbed surfaces to match with the existing surfaces 77 Supply , fixing , connecting and commissioning and testing in replacement of Outdoor type (automatic and manual operation) power factor improvement panel of capacity 20 Kvar including interconnection with LT panel with appropriate size of electric cable for transformer (Outdoor/Indoor) type panel factory made, weather proof , dust and vermin proof suitable for 1100 V/440 V grade 3 phase 50 HZ AC supply floor mounted , fabricated out of 3.15mm thick CRCA Sheet and having four Nos angle iron legs made out of 50 x 50 x 6mm 75 cm long angle iron below frame with front door and Side/Back opening having locking arrangement prewired with copper conductor PVC insulated flexible wire size 1.5 sq mm / extension strips and connected with suitable size thimbles , lugs duly painted with siemens grey epoxy powder coating after suitable chemical treatment , legs duly embedded in ground in PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) of suitable size upto 30 cms including locking arrangement suitable for mounting , with required sheet metal enclosures, thimbles with on line monitring of Power Factor on web based application as specified and directed by Engr-in-Charge.Note :- Amount of PCC is deemed in the item rate and no other amount will be paid to contractor on this account 78 Incoming feeder:- 79 A. Incommer MCCB 63- Amp , Three Pole, Thermal based release with adjustable O/L ,Adj S/C Setting Front Face, 16KA rupturing capacity, Ics=100%Icu, Isolation with Positive Break Indication with Double Break Contacts, Standard Extended Rotary Handle, Spreaders, Phase Barrier.- 1 No 80 B. Metering Section- Digital Ammeter (0-150)Amps, digital Volt Meter (0-500)Volts , RYB Indicating Lamps ,1 Set Control fuses, CTs. 3 81 C. Insulated Busbar of Aluminium of 100A Capacity for 3 phase,, fixed on Insulators, Busbar Should be PVC Sleeved with red. Yellow. Blue Colour, Busbar Support should be of smc/dmc - 1 set. 82 D. Multi 6 Step 440V, 5A (144 x 144) microprocessor based power factor controller provided in the command module for target power factor setting, automatic adjustment of dead bank ratio, digital power factor display. 83 Outgoing feeder :- 84 E. Accessories for 1 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 1 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor, on indicators and selector switch. 85 F. Accessories for 2 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 2 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 86 G. Accessories for 3 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 4 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 87 H. Accessories for 4 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 4 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 88 J. Accessories for 10 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 10 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 20 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 89 K. Ventilating fans of required size to dissipate the heat liberated by capacitor unites complete with automatic switching on/off of fans depending upon the temperature of the pane; 230vac 1500rpm, 160cu.m/h flying leads 90 L. 6 Steps Automatic Power Factor controller steps Relay Micro proccessor based for switchting ON and OFF of capacitors to Display of voltage ,current,Active power ,apparent Power display of COS Ø ,THD voltage ,THD current,alarm indication for defective step,low power factor and axcess temperature.The relay having volt free c/o contact,automatic detection and uses of optimum capacitor capable of 4 Quadrant operation and any phase offset requirement.Switching programm :LIFO combi Filter ,manual mode built in under and over voltage release with auto reset large voltage input band of 90V to 440 volt ,45 to 65 HZ,current measuring 10MA-5A suitable for CT x/1A andx/5A commissing without additional setting and programming.Three decimal power reading .Phasing out of fault capacitor bank Automatically . 91 M. All accessories prewired with suitable size copper Wire withstand high temperature, housed in cubical panel made out of 3.15mm thick CRCA Sheet factory made duly powder coated front and rear door openable with locking arrangement complete with foundation as required or recommended by manufacturer. 92 Supply, fixing, connecting and commissioning and testing in replacement of outdoor type (automatic and manual operation) power factor improvement panel of capacity 30 Kvar including interconnection with LT panel with appropriate size of electric cable for transformer (Outdoor/Indoor) type panel factory made, weather proof , dust and vermin proof suitable for 1100 V/440 V grade 3 phase 50 HZ AC supply floor mounted , fabricated out of 3.15mm thick CRCA sheet and having four Nos angle iron legs made out of 50 x 50 x 6mm 75 cm long angle iron below frame with front door and Side/Back opening having locking arrangement prewired with copper conductor PVC insulated flexible wire size 1.5 sq mm / extension strips and connected with suitable size thimbles , lugs duly painted with siemens grey epoxy powder coating after suitable chemical treatment , legs duly embedded in ground upto 30 cms in PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) of suitable size including locking arrangement suitable for mounting , with required sheet metal enclosures, thimbles with on line monitring of Power Factor on web based application as specified and directed by Engr-in-Charge. 93 Incoming feeder:- 94 A. Incommer MCCB 63- Amp , Three Pole, Thermal based release with adjustable O/L ,Adj S/C Setting Front Face, 16KA rupturing capacity, Ics=100%Icu, Isolation with Positive Break Indication with Double Break Contacts, Standard Extended Rotary Handle, Spreaders, Phase Barrier.- 1 No 95 B. Metering Section- Digital Ammeter (0-150)Amps, digital Volt Meter (0-500)Volts , RYB Indicating Lamps ,1 Set Control fuses, CTs. 3 96 C. Insulated Busbar of Aluminium of 100A Capacity for 3 phase,, fixed on Insulators, Busbar Should be PVC Sleeved with red. Yellow. Blue Colour, Busbar Support should be of smc/dmc - 1 set. 97 D. Multi 6 Step 440V, 5A (144 x 144) microprocessor based power factor controller provided in the command module for target power factor setting, automatic adjustment of dead bank ratio, digital power factor display. 98 Outgoing feeder :- 99 E. Accessories for 1 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 1 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor, on indicators and selector switch. 100 F. Accessories for 2 KVAR Capacitor Bank - 2 Nos :- Capacitor Duty Contactor 2 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 101 G. Accessories for 3 KVAR Capacitor Bank - 2 Nos :- Capacitor Duty Contactor 4 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 102 H. Accessories for 4 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 4 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 103 J. Accessories for 5 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 5 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 104 K. Accessories for 10 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 10 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 20 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 105 L. Ventilating fans of required size to dissipate the heat liberated by capacitor unites complete with automatic switching on/off of fans depending upon the temperature of the pane; 230vac 1500rpm, 160cu.m/h flying leads 106 M. 10 Steps Automatic Power Factor controller steps Relay Micro proccessor based for switchting ON and OFF of capacitors to Display of voltage ,current,Active power ,apparent Power display of COS Ø ,THD voltage ,THD current,alarm indication for defective step,low power factor and axcess temperature.The relay having volt free c/o contact,automatic detection and uses of optimum capacitor capable of 4 Quadrant operation and any phase offset requirement.Switching programm :LIFO combi Filter ,manual mode built in under and over voltage release with auto reset large voltage input band of 90V to 440 volt ,45 to 65 HZ,current measuring 10MA-5A suitable for CT x/1A andx/5A commissing without additional setting and programming.Three decimal power reading .Phasing out of fault capacitor bank Automatically . 107 N. All accessories prewired with suitable size copper Wire withstand high temperature, housed in cubical panel made out of 3.15mm thick CRCA Sheet factory made duly powder coated front and rear door open able with locking arrangement complete with foundation as required or recommended by manufacturer. 108 Supply, fixing, connecting and commissioning and testing of outdoor type (automatic and manual operation) power factor improvement panel of capacity 70 Kvar including interconnection with LT panel with appropriate size of electric cable for transformer (Outdoor/Indoor) type panel factory made, weather proof , dust and vermin proof suitable for 1100 V/440 V grade 3 phase 50 HZ AC supply floor mounted , fabricated out of 3.15mm thick CRCA sheet and having four Nos angle iron legs made out of 50 x 50 x 6mm 90 cm long angle iron below frame with front door and Side/Back opening having locking arrangement prewired with copper conductor PVC insulated flexible wire size 1.5 sq mm / extension strips and connected with suitable size thimbles , lugs duly painted with siemens grey epoxy powder coating after suitable chemical treatment , legs duly embedded in ground upto 45 Cms in PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) of suitable size including locking arrangement suitable for mounting , with required sheet metal enclosures, thimbles with on line monitring of Power Factor on web based application as specified and directed by Engr-in-Charge. 109 Incoming feeder:- 110 A. Incommer MCCB 125- Amp , Three Pole, Termal based release with adjustable O/L ,Adj S/C Setting Front Face, 16 KA rupturing capacity, Ics=100%Icu, Isolation with Positive Break Indication with Double Break Contacts, Standard Extended Rotary Handle, Spreaders, Phase Barrier.- 1 No 111 B.Metering Section- Digital Ammeter (0-150)Amps, digital Volt Meter (0-500)Volts , RYB Indicating Lamps ,1 Set Control fuses, CTs. 3 112 C. Insulated Busbar of Aluminium of 150A Capacity for 3 phase,, fixed on Insulators, Busbar Should be PVC Sleeved with red. Yellow. Blue Colour, Busbar Support should be of smc/dmc - 1 set. 113 D. Multi 7 Step 440V, 5A (144 x 144) microprocessor based power factor controller provided in the command module for target power factor setting, automatic adjustment of dead bank ratio, digital power factor display. 114 Outgoing feeder :- 115 E. Accessories for 1 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 1 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor, on indicators and selector switch. 116 F. Accessories for 2 KVAR Capacitor Bank - 2 Nos :- Capacitor Duty Contactor 2 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 117 G. Accessories for 5 KVAR Capacitor Bank - 3 Nos :- Capacitor Duty Contactor 8 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 10 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 118 H. Accessories for 10 KVAR Capacitor Bank - 1 Nos :- Capacitor Duty Contactor 10 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 20 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 119 J. Accessories for 20 KVAR Capacitor Bank - 2 Nos :- Capacitor Duty Contactor 20 kvar with Damping Resistors which limits inrush current 440 volt, 3phase , 50 hz , coil-220vac ,MCB TP 63 A having breaking capacity 10 KA with std. duty capacitor on indicators and selector switch. 120 K. Ventilating fans of required size to dissipate the heat liberated by capacitor unites complete with automatic switching on/off of fans depending upon the temperature of the pane; 230vac 1500rpm, 160cu.m/h flying leads 121 L. 10 Steps Automatic Power Factor controller steps Relay Micro proccessor based for switchting ON and OFF of capacitors to Display of voltage ,current,Active power ,apparent Power display of COS Ø ,THD voltage ,THD current,alarm indication for defective step,low power factor and axcess temperature.The relay having volt free c/o contact,automatic detection and uses of optimum capacitor capable of 4 Quadrant operation and any phase offset requirement.Switching programm :LIFO combi Filter ,manual mode built in under and over voltage release with auto reset large voltage input band of 90V to 440 volt ,45 to 65 HZ,current measuring 10MA-5A suitable for CT x/1A andx/5A commissing without additional setting and programming.Three decimal power reading .Phasing out of fault capacitor bank Automatically . 122 M. All accessories prewired with suitable size copper Wire withstand high temperature, housed in cubical panel made out of 3.15mm thick CRCA Sheet factory made duly powder coated front and rear door openable with locking arrangement complete with foundation as required or recommended by manufacturer. 123 S&F in replacement MCB, SPN 32 Amps, C Curve with breaking capacity 10KA, including disconnecting/taking out existing old unsv/burned Isolator complete all as specified and directed. 124 S&F in replacement MCB, TP 25-63 Amps, C Curve with breaking capacity 10KA, including disconnecting/taking out existing old unsv/burned Isolator complete all as specified and directed. 125 Supply and fixing LED flood light 210 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp.
Contract Date: Aug 29, 2025 Contract Value : ₹ 30.00 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 13
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15.
Tourism #7629891 AOC
Tender For Providing Basic Tourist Amenities At Machal, Tal- Lanjaa Dist Ratnaagiri=1 950.00 Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. 2 30.00 Removal of plants/ ficus grown by pulling out root system embedded in masnory, cutting stem and application of high/ gur/ lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel (iso proplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete. 3 259.13 Excavation for foundation in laterite rock (soft or hard) including trimming and levelling the bed for the foundation, removing the excavated material up to a distance of 50 metres beyond the building area, stacking as directed, dewatering and back filling with available murum, watering, ramming etc. complete, (Lift upto 1.5 metre) by Mechanical Means. 4 158.85 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. 5 120.00 Providing & erecting 6 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 130 mm A/F, top 70 mm A/F on provided foundation as per specification no. OHPL/ OPL (187) 6 103.06 Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-15of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1: plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). 7 37.08 Providing and laying in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, laying/ pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). (188) 8 5.39 Providing and laying cast in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). 9 19.06 Providing and laying Cast in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/quartzite/ gneiss metal for Reinforced Cement Concrete Beams and Lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/ pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). (189) 10 120.00 Providing and erecting galvanised 1000mm double arm sword type bracket with FRP dome and ball as per specification no. OH-PL/BKT 11 61.20 Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Pardi of required thickness including centering, formwork, cover blocks, laying/ pumping, compacting, curing, finishing and rougheningthem if special finish is to be provided and curing complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 12 9.55 Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (190) 13 251.21 Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. 14 755.91 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete. 15 78.41 Providing and Laying of polished Chira Brick masonry with conventional type bricks in cement mortar 1:6 in plinth including bailing out water manually, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering complete 16 72.73 Providing and laying ceramic tiles having size 30 centimetre x 30 centimetre conforming I.S.15622/2006 (group D II-A) and 7 to 8 milimetre thick for flooring required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/ colour cement slurry cleaning curing etc. complete. 17 47.70 Providing and laying ceramic tiles having size 30 centimetre x 30 centimetre for dado and skirting required position with readymade adhesive mortar approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. 18 1007.12 Providing and applying priming coat over concrete/Masonry/Asbestos cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, greese, dirt and other foreign matter and sand papering as required complete. 19 275.61 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plastered surface including scaffolding preparing the surface applying acrylic wall putti etc. complete. 20 18.75 GARDEN SOIL: -Supplying on site garden soil well sieved 80 % to pass through I.S. sieve of 10 mm size free from stones rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The color of the soil generally is red. The soil will be measured by measuring box. (Farma) Item includes Transporting, loading -unloading etc. (Lead charges per 70 km. considered. Excluding Royalty) 21 14.76 Providing and fixing partition with kadappa stone of all sizes and 25 milimetre thick polished on both side and edges to original including fixing in position in cement mortor 1:4 curing polishing, cleaning etc complete. 22 19.08 Providing and laying in position flooring of telephone black/ Amba White/ Cat bary brown/ Ruby red/ Ocean Brown granite stone of approved shade and size 18 milimetre to 20 milimetre thick on bed 1:6 cement mortar including cement floats striking joints, pointing in Cement Mortar 1:3 curing and cleaning etc. complete. 23 9.00 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 milimetre with lock plate of 3.15 milimetre thickness reinforced with 35 x 35 x 5 milimetre angle section fitted with sliding bolts and handles for both sides, deep Mild Steel channel section of depth and thickness not less than 65 milimetre and 3.15 milimetre respectively with hold fast arrangments, Mild Steel Bracket plate 300 x 300 x 3.15 milimetre minimum size and shape with square bar suspension shaft of minimum 32 milimetre diameter, hood cover of Mild Steel sheet not less than 0.9 milimetre thickness and of any size at top and safety devices including mechanical gear operation arrangementconsisting of worm gear whwwls and worms of high grade cast iron or mild steel and one coat of red lead primer complete. (I. S. 6248 - 1979) with mechanical gear. 24 8.40 Providing and fixing in position, Single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre x 2.40 metre with aluminium door frame of powder coated section 101.60 x 44.75 milimetre, 3.18 milimetre thick and shutter compr Indian Standard Institute ng of powder coated section having bottom and lock rail of size 150 milimetre x 44.5 milimetre, 2.90 milimetre thick top rails 47.62 x 44.45 milimetre, 3.18 milimetre thick, vertical style 47.62 x 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels, Indian Standard Institute mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, Poly Venyl Chloride gaskets, 250 milimetre length tower bolts, 150 milimetre diameter pad handle, as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments etc. complete. 25 13.23 Providing and fixing 32 milimetre thick one piece single moulded puff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for internal use including toilets, made up of outer ABS sheet of 1.2 milimetre thick having puff insulation of 35 to 40 kilogram per cubic metre density and 10 milimetre diameter tor steel bars 2 Numbers, wooden block to receive fixtures, having Mild Steel hinges 100 milimetre length, Mild Steel handles 150 milimetre length and 10 milimetre diameter sliding door bolt complete. (195) 26 1.08 Providing and fixing in position (as per I.S.1868:1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 x 31.75 x 1.20 milimetre at weight 0.695 kilogram per running metre, Top and side track section 61.85 x 31.75 x 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 milimetre at weight 0.417 kilogram per running metre. Inter locking section 40 x 18 x 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 x 18 x 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 x 18 x 1.25 milimetre at weight 0.417 kilogram per running metre . As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts etc, complete with colour Anodising with box. 27 2.16 Providing and fixing in position powder coated aluminium louvered windows ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 milimetre x 1.22 milimetre box type, 5 milimetre thick sheet glass louvers, of approved quality complete. (196) 28 1.32 Providing waterproofing in Water Closet and bath including brick bat coba in all position including providing and laying 12 milimetre bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound at the rate of 1kg/ per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 kilogram per bag of cement grouting and finishing the top layer with 20 milimetre thick brick bedding in cement mortor 1:3 with waterproofing compound 1 kilogram per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years guarantee on requisite stamp paper including curing etc. complete. 29 60.00 Providing and fixing on walls / ceiling / floor 20 milimetre diameter Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed complete. 30 5.02 FARMYARD MANURE: -Supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried grass and other rubbish material. The color of the manure generally is black. The manure will be measured by measuring box. (Farma) Item includes Transporting, loading -unloading etc ( Lead charges per 50 km. considered.) 31 50.00 Providing and fixing 75 milimetre diameter stabiliser pipe /Poly Venyl Chloride soil vent /waste pipe and with necessary fixtuers and fiting such as bends, tees, single junctions slotted vent, clamps complete.32 5000.00 Providing and fixing High Density Polymer container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters. 33 120.00 Providing and fixing 20 milimetre diameter screw down bib/ stop tap of brass including necessary socket union nut complete. 34 10.00 Providing and fixing 100 milimetre diameter chromium plated brass showers rose to 15 milimetre diameter supply pipe including necessary bend and socket complete. 35 96.00 Providing and fixing 25 milimetre diameter concussion push button type brass/ gun metal self-closing tap including necessary socket complete.36 3.00 Providing and fixing White Glazed Earthenware full stall type Urinal with Poly Venyl Chloride flushing cistern of 5 litre capacity with fittings, inlet pipes and stop tap, brackets for fixing the cistern, 32 milimetre diameter Poly Venyl Chloride flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap and soil pipe connection up to the outside face of the wall. 37 4.00 Providing and fixing White glazed earthenware Wash Hand Basin of 63 x 45 centimetre size with bottle trap including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including UPAC waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing etc. complete. 38 3.00 Providing and constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre and 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and air tight cast iron C. I. cover of 75 Kg with lid and frame fixed in cement concrete etc. complete. 39 120.00 40-Watt Philips Solar Light with Solar Panel – 4-Year Warranty40 4.00 Providing and fixing 450 milimetre x 550 milimetre size superior type Belgium mirror with 16 milimetre diameter nickel plated towel rod complete. 41 10.00 Providing and fixing 10 centimeter Poly Venyl Chloride nahani trap with grating complete. 42 3.00 Providing and fixing reinforced cement concrete Medium duty (100 kilogram) cover of size 60 centimeter x 45centimeter with frame over inspection chamber complete. 43 10.00 Providing and fixing Crome Plated Angular stop cock with wall flange of approved make including necessary sockets/ union nut etc. complete.44 10.00 Providing and fixing Crome Plated Two way BIB cock of approved make including necessary sockets/ union nut etc. complete. 45 4.00 Providing and fixing European type wall-hung white water closet of approved make with push valve concealed type with cover plate 32 milimetre size of of approved make including soil pipe, vent pipe up to outside face of wall, 100 milimetre diameter Galvanised Iron plug bend inlet pipe all fittings, cutting and making good walls, floors complete. 46 2.00 Providing and fixing Orissa type white glazed earthenware 575 milimetre water closet pan including S trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories complete. 47 45.00 Providing & fixing BENCH IN CEMENT MORTOR/CONCRETE WITH Rmt WOODEN FINISHING ON ALL EXTERNAL SURFACE. Bench should have min. 2.1m to max. length 2.4m with 0.55m wide seat & 0.40m high back for resting. beach should have 4 to 6 supports/Legs as per requirement from ground in 1:1.5:3 ratio Concrete with 4 bar 12mm as a main & distribution 8mm Tor steel at 150mm c/c. Rate includes proper cleaning of surface by sand paper application of 1 coat of Apex exterior grade primer above that 2 coat of exterior grade Apex Paint as a base coat & 1 coat of Apex Paint for making wooden finish/grains & with 2 final coat of Apex clear polish including Cement. Sand, Aggregate, chemical, adhesive, chickenmesh, primer, paint, polish, paper, etc. all material labor. scaffolding, excavation, pcc, for steel etc. all complete. Work done should be as per a approved sample & the instructions of engineer incharge. 48 44.45 Providing and laying polished Kotah stone flooring 25 millimeter to 30 millimeter thick and of reqd. width in plain/ diamond pattern on a bed of 1:6 cement mortar including cement float,filling joints with neat cement slurry,curing,polishing and cleaning complete.49 750.00 Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 milimetre thickness of having a strength of 300 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 to 30 milimetre thick including skirting joints and cleaning etc. complete 50 175.00 Providing and fixing in position Guard Railing as per Drawing Number 15 Type C, dated 20-4-79, with three rows of 50 milimetre diameter Galvanised Iron pipe 30 centimetre apart and fixed in Mild Steel channels of section 125 x 65 x 6 milimetre spaced 2.5 m center to center 1:2:4 cement concrete bedding of size 45 x 30 centimetre as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. 51 1.00 Providing soak pit of size 120 centimetre x 120 centimetre x 120 centimetre including excavating and filling with brickbats.52 150.00 Providing and fixing on walls / ceiling / floor 40 milimetre diameter Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or directed complete. 53 13.90 Providing and fixing green marble of 18 to 20 milimetre thick for door frame/ dado/ window boxing etc. on Cement Mortar 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete. 54 25.00 Providing and laying concrete pipe of Indian Standard Non Pressure class of 225 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.55 4055.00 Providing and casting in situ or precast tapering Reinforced Cement Concrete Mix-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 milimetre below ground level over Mix-10 Plain Cement Concrete finished neatly with Cement Mortar 1:2, setting the same in Cement Mortar 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.56 9.00 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting- HIP) having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt ~ 3.9 mtlong firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. (206) 57 285.00 Providing & fixing BAMBOO FINISH RAILING IN CEMENT MORTOR of 1:3 proportion with appropriate thickness resembling bamboo of diameter 2 1/2 to 3 inch. Railing clear Height 1.0m with underground support of minimum 0.45m depth of 1:1.5:3 ratio concrete of size 0.3 x 0.3 x 0.6m. vertical supports should be at min. 1.0 m intervals & with 10mm Tor steel 2nos in each horizontal member & 3nos in each vertical member. Railing will have three horizontal & two diagonal members in each panel. All external surfaces will have bamboo finish. Rate includes proper cleaning of surface by sand paper application of 1 coat of Apex exterior grade primer above that 2 coat of exterior grade Apex Paint as a base coat & 1 coat of Apex Paint for making wooden finish/grains & with 2 final coat of Apex clear polish including cement, Sand, chemical, adhesive, chikenmesh, primer, paint, polish, paper, etc. all material, labor, scaffolding, etc. all complete. Work done should be as per a approved sample & the instructions of engineer incharge. 58 4.32 Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3,on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensity microprismatic grade sheeting- HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. Supply, fixing and installation of 4 mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours, including all necessary Framework, support and complete weather sealing as per architectural drawing. The Aluminium Composite Panel (ACP) should be made out of thermoplastic core of low-density polyethylene LDPE (100% virgin mix), sandwiched between two aluminium sheets of ALLOY GRADE- 5000 series, each not less than 0.50 mm thick, total thickness of aluminium composite panels not to be less than 4 mm, the exposed surface thereof shall have Stove lacquered finishing coat not less than (26 + - 2) micron (containing minimum 70% kynar 500 based PVDF) of colour and shade as per architectural design. The inside surface (facing the building exterior surface)shall have polyster based powder coating not less than 25 Micron with protective peel-off foil on the exterior face (peel off film will in no case leave any adhesive mark over the composite panel surface after it is peeled off). The supporting framework shall be made out of 50 mm X25mm X 3mm thick Aluminium section to be spaced horizontally and vertically for fixing of panel of size 900 mm X 1200 mm and fixed to the building structure as per design through 50mm X50mm X5 mm MS angle clamps prefixed to masonry or slab, columns with Hilti make anchor fastener screws. The fixing of panel to be done with the help of VHB tapes and screws and all the sealing of joints to be done with weather sealent Silicon as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate) Providing tuck pointing with cement mortar 1:3 for stone/ Brick masonry including scaffolding and curing etc. complete. Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. Providing and fixing hume pipe septic tank 900 milimetre diameter with vent pipe and cap including necessary (excluding excavation and laying)Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre layers including watering and compacting etc. complete. Spec. No. : Bd.A. 11/Page No. 262(210) 64 11.00 Providing & fixing Gazebo IN CEMENT MORTOR/CONCRETE WITH WOODEN FINISHING ON ALL EXTERNAL SURFACE Gazebo should have min. 3m square in size 3.5m height at centre and 3m height at periphery with 4 Vertical supports at edge. Gazebo should have 8 rafters (1 to connect cach outer support to central support and 4 to connect each other) and 3 purlins between each rafter to support slab. Vertical supports should comprises of 100mm square MS pipe of C-class with total size of 200mm (including outer concrete), rafter should comprises of 50mmX100mm MS box pipe 6mm thick with total size of 150mm X 200mm (including outer concrete), purlins should comprises of 30mmX50mmX6mm MS angle section with total size of 75mmX 100mm (including outer concrete). Outer concrte around every element should be in 1:1.5:3 ratio Concrete. The concrete for slab above purlins should be of 100-120mm thick in 1:1.5:3 ratio RCC with 8mm Tor steel at 150mm c/c bothways. Rate includes proper cleaning of surface by sand paper application of 1 coat of Apex exterior grade primer above that 2 coat of exterior grade Apes Paint as a base coat & 1 coat of Apex Paint for making wooden finish/grains & with 2 final coat of Apex clear polish including Cement. Sand, Aggregate, chemical, adhesive, chickenmesh, primer, paint. polish, paper, etc. all material, labor. scaffolding, excavation, pec, for steel etc. all complete. Work done should be as per a approved sample & the instructions of engineer incharge. 65 8.10 Providing and laying Cast in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 66 3240.00 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. 67 1242.00 Supplying hard murum at the road site including conveying and stacking complete. 68 810.00 Providing, laying and spreading soil on a prepared sub grade, pulver Indian Standard Institute ng, mixing the spread soil in place with rotavator with 3 percent of slaked lime with minimum content of 70 percent of of CaO, grading with motor grader and compacting with the road roller at Optimum Moisture Content to the desired density to form a layer of improved sub base. 69 1080.00 Construction of granular sub-base by providing close graded Material,spreading in uniform layers with Motor Grader/ Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading I Material. 70 540.00 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-I, using Screening Type-B (11.2 milimetre Aggregate). 71 5400.00 Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG-30 grade preparing existing road surface, heating and applying bitumen at the rate 0.98 kilogram per square metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 metric tonne etc. complete. 72 5400.00 Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer on Granular surface with primer at 2.75 kilogram per 10 Square Metre using VG-30 grade bulk bitumen. 73 540.00 Providing and laying Bituminious Macadam using crushed aggregate of Grading 1, premixed with bituminious binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 milimetre compacted thickness with using Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, having complying essential features of hot mix plant as per IRC-27:2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat complete with VG-30 grade Bitumen of dose 3.30 percent. 74 120.00 Excavating Hard murum/Stone metal road by chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site as required complete. (214) 75 755.91 Providing and applying two coats of exterior acraylic emulsion paint conforming to corresponding I.S.of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary and watering the surface for two days etc. complete. 76 5.40 Providing and laying Cast in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 77 120.00 Making Cement concrete foundation including excavation (45 x 45 x 120)cm deep in 1:3:6 cement concrete, 20 to 25 mm stone metal, (45 x 45 x 45)cm/45cm dia. x 45cm height plinth duly plastered, with necessary curing and finishing complete. (for 6m pole) (215) 78 375.00 Providing on site required variety of Shrubs (free from weeds /diesease etc.) 30 cms.8 X 10 , Well Developed ,Fresh, Healthy half in bloom, free from pest and diseases 79 4.00 Providing and fixing FRP Model of statues Complete. statue Having Size - 5ft x 7ft wiith necessary fittings and fixtures, including Transporation and Installation. Design As Directed by Engineer - In Charge 330,000.00 80 6.00 Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test. 81 13.00 Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test. 82 8.00 Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test. (216) 83 2.00 Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test. 84 1.00 Testing Charges for conducting G.S.B. Mix Design test. 85 2.00 Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test. 86 1.00 Testing Charges for conducting BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks) test. 87 27.00 Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test.88 1.00 Testing Charges for conducting Concrete Mix Design (With all Tests on basic materials). 89 2.00 Testing Charges for conducting MORTAR Compressive Strength ( Set of 3 Cubes) test. 90 5.00 Testing Charges for conducting SOIL / MURUM Sieve Analysis test. 91 6.00 Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.(218) 92 1.00 Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density). 93 2.00 Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test. 94 15.00 Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method. 95 6.00 Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.(219) 96 6.00 Testing Charges for conducting BITUMEN Viscosity test. 97 3.00 Testing Charges for conducting BITUMEN Extraction Test. 98 1.00 Testing Charges for conducting BITUMEN B.M.Job Mix Design (Excluding bitumen). 99 2.00 Testing Charges for conducting Sieve analysis and extraction of Bituminous mix. 100 16.00 Testing Charges for conducting Density test of Bituminous core. 101 2.00 Testing Charges for conducting STEEL BAR TESTING Upto 16 mm (Set of 3 Bars) 102 1285.20 Royalty Charges 103 1285.20 Surcharge 2% on Royalty Charges
Contract Date: Jul 22, 2025 Contract Value : ₹ 3.83 Crore
Government Departments No of Bidders 3
Maharashtra View Result →
16.
Defence #3730165 AOC
Tender For Provision Of 02 X Borewells In Ph Ii Under Ge Narangi; 1 M & L For Pilot / Trial Bore Of 200 Mm Dia Upto 200 Meter Depth Below Ground Level In Any Kind Of Soil Strata Including Hard Stone / Boulder By Means Of Dth / Rotary Rig Method Complete All As Specified And As Directed By The Engr-In-Charge. [ Note: - In Case The Results Of The Borehole / Strata Are Found Un-Satisfactory & The Tubewell Is Not Likely To Yield The Specified Quantity Of Water, The Site Will Be Abondoned And No Other Items Shall Be Executed ] 2 M & L For Reaming Of Bore Developed At Ser No 1 Above Of Size Not Less Than 400 Mm Dia Suitable For 200Mm Dia Housing Pipe Up To 40 Meter Depth Below Ground Level & For 150 Mm Housing Pipe For Depth From 40 Meter Bgl To 150 Meter Deep Bgl. The Drilling Of Bore Shall Be Done By Combination Rig ( Direct / Reverse Rotary Circulation Method ) By Deploying Suitable Machinery Of Suitable Size & Different Cutters Through Any Kind Of Soil Boulders, Rocks Etc Including All Arrangement For Circulation Of Water Using Bentonite Or Silly Clay ( Quantity / Content Mixed As Per Manufacturer Recommendation Or As Directed By Engr-In-Charge As Per Site Or Soil Conditionincluding Disposal Of Spoil From The Site N. Exc 1 Km And Site Clearance Complete All As Specified & Directed. [ Note:- ( I ) The Cost Of Mobilisation Of Rig Set With Tools And Plant Assembly, Pumps And Fittings Etc, Use And Waste Of All Necessary Appliances And Materials Including Levelling Dismantling After Completion Of Tube Well Assembly Including Testing To Entire Satisfaction Engineer-In-Charge Shall Deem To Be Included In The Above Quoted Rate By The Tenderer. No Extra Claim What So Ever Shall Be Admissible. ( Ii ) The Dth / Rotary Rig Should Be Registered With Central Ground Water Authority. ] 3 All As Per Ser Item No 2 Above But Suitable For 150Mm Dia Housing Pipe From 40 Mtr Below Ground Level To 150 Mtr Deep Below Ground Level. 4 Shifting Of T&P To Site And Back For And Including Electric Logging For Exact Selection Of Strata / Aquifier Level And Precise Delineation Of Granular Zones & Also The Quality Of Ground Water Including Report Interpretation As Per Is:2800 ( Part-Ii ) Complete All As Specified And As Directed. [ Note:- ( I ) Electrical Logging Shall Be Carried Out By Any Approved Govt Approved Agency. ( Ii ) No Payment Of Casing Pipes / Slotted Pipes / Column Pipes Shall Be Made Before Electric Logging Test ] 5 Supply And Packing Pea Gravel River Washed Of Sutible Size I.E. 8 Mm To 4 Mm As Per Is Around The Housing / Assembly & Slotted Pipe Of Bore Well Complete All As Specified And As Directed ( For Works Involving Rotary Rig Boring ) . [ Note: Measurement Of Pea Gravel Shall Be Taken In Measuring Box At Site & The Same Shall Be Recorded In Mb Duly Signed By Engr-In-Charge Before Packing Surrounding The Tube Well Assembly. From The Total Volume 10 % ( Ten Percent ) Of The Volume Shall Be Deducted & Net Volume Thereafter Worked Out For The Purpose Of The Payment. ] 6 Supply, Assembling, Jointing, Welding And Lowering 3.00 Mtr Long, Bail Plug Made By 150 Mm Diameter Erw Pipe And One End Closed By 6 Mm Thick Ms Plate Welded And Fixing In Position ( Including Necessary Cleaning Internal And External And Painting Inside Of Pipes With Two Coats With Black Paint Suitable For Drinking Purpose ) And Fixed At Bottom Of Casing Pipe Plain Ended, Jointed By Suitable Size Socket With Full Welding Complete Surrounding The Pipes In Both Ends To Made Leakproof Complete All As Specified & Directed. 7 Supply, Assembling, Jointing, Welding And Lowering Vertically Erw Ms Casing Pipe 200Mm Dia Of Wall Thickness 8.00 Mm As Per Is-4270 / 3589 And Fixing In Position ( Including Necessary Cleaning Internal And External Surfaces And Painting Inside And Outside Of Pipes With Two Coats Of Anti Corrosive Black Bituminious Paint Suitable For Drinking Purpose In Different Depth As Directed, Screwed, Socketed, Jointing With Heavy Duty Suitable Size Collar ( Stiffeners ) And Necesary Electric Arc Welding Conforming To Is-358 / .1991 Surrounding The Entire Circumference Of Pipe With 04 Nos Stiffeners Of Flat Iron 40Mm X 6Mm Thick, 300Mm Long Both Sides Complete. [ Note : Pipes Shall Be Of Length 06 Mtr Unless Required In Smaller Lengths As Per Borewell Requirement Complete All As Specified & Directed. ] 8 Supply, Assembling, Jointing And Lowering Vertically Erw Ms Casing Pipe 150Mm Dia Of Wall Thickness 8.00 Mm As Per Is-4270 / 3589 And Fixing In Position ( Including Necessary Cleaning Internal And External Surfaces And Painting Inside And Outside Of Pipes With Two Coats Of Anti Corrosive Black Bituminious Paint Suitable For Drinking Purpose In Different Depth As Directed, Screwed, Socketed, Jointing With Heavy Duty Suitable Size Collar ( Stiffeners ) And Necesary Electric Arc Welding Conforming To Is-358 / .1991 Surrounding The Entire Circumference Of Pipe With 04 Nos Stiffeners Of Flat Iron 40Mm X 6Mm Thick, 300Mm Long Both Sides Complete. [ Note : Pipes Shall Be Of Length 06 Mtr Unless Required In Smaller Lengths As Per Borewell Requirement Complete All As Specified & Directed. ] . 9 Supply And Fixing Of Ms Taper Reducing Socket 200X150 Mm Having 10 Mm Wall Thickness Heavy Duty With And Including Socket Threaded As Per Is 2800 ( Part-I ) For Jointing Casing Pipe Of Bore Well Including Necessary Welding Work Complete All As Specified And As Directed. [ Note: - ( I ) Unit Rate Quoted By The Tenderer Shall Be Deemed To Be Inclusive Of Arc Welding Surrounding The Entire Circumference Of Pipe, Machining, Welding Materials And Anti-Corrosive Black Bituminous Paint Suitable For Drinking Purpose Both Internal And External Surface Of Pipe. ] 10 Supply Assembling , Jointing And Lowering 150 Mm Internal ( Low Carbon Galvanised ) Lcg V Wire Cage Type Strainer Pipe Of Approved Make Conforming To Is -8110-2000 Of Suitable Slot Not More Than 1 Mm And Fixing In Position ( Including Necessary Cleaning Internal And External Surfaces ) In Different Depth As Directed And Welded With Ms Pipe And Jointed With Heavy Duty Suitable Size Collar Complete With Butt Welding Surrounding The Entire Circumference Of Pipes Complete All As Specified And As Directed. [ Note:- ( I ) Slot Size Shall Be Selected As Per Cgwb Recommendation As Per Strata Or As Directed By The Engr-In-Charge As Per Guideleines Provided At Annex B To Is-8110: 2000 ( Ii ) Pipes Shall Be Of Length 06 Mtr Unless Required In Smaller Lengths As Per Borewell Requirement. ] 11 M&L For Sanitary Sealing Around The Borewell With Pcc ( 1:2:4 ) Type B1 Of Suitable Size Using 20Mm Graded Aggregate Of Size 1Mtr X 1Mtr X 1Mtr Wth Embedded Gravel Feed Pipe 80 Mm Dia Bore Gi Light Grade Of Size 2 Mtr Long As Per Is: 2800 ( Part-I ) Complete All As Specified And As Directed. 12 M & L For Rcc Columns Two Nos Having Size Of 300 X 300 Mm Below Gl 1.5 Mtr Depth And 4 Mtr Height Above Gl Of M 25 Grade Having Ismb 200 Of Length 2.5 Mtr Placed At The Top Of The Columns For Lowering And Unlowering Of Submersible Pump And Ms Column Pipes Complete All As Specified And Directed. [ Note : Unit Rate Quoted By The Tenderer Shall Be Deemed To Be Inclusive Ofform Work, Tmt Bars, Ismb, Cement, Sand, Aggregate Etc To Complete The Structure All As Specified And Directed. ] 13 Supply & Fixing Centering Guide Made Out Of40 X 6 Mmms Flat Iron Made To Shape As Per Is 2800 Part-I Complete All As Specified And As Directed. [ Note: Centering Guide Shall Be Provided For Proper Alignment Of Pipe As Per Requirement Of Site ( Minimum 02 Nos ) 14 M&L For Development Of Tube Well With Air Compressor As Per Is : 11189 Of Suitable Capacity Till Sand / Mud Free Water Of Potable Quality Is Obtained And To Achieve Minimum Discharging Capacity Of 61000 Lph / Max Yield Complete All As Specified And Directed By Engr-In-Charge. [ Note: - Compressor With Accessories And Fuel Shall Be Arranged By The Contractor And Cost Thereof Deemed To Be Included In The Quoted Rate ] 15 M&L For Development Of Tube Well As Per Is : 11189 By Over Pumping 25 % Using Suitable Size / Type Pump After Completion Of Item Ser No 14 Above, Including Yield Testing For The Tube Well Not Less Than 08 Hrs Continuously By V Notch Method As Per Is : 2800-2 1979 To Determine The Safe Pumping Yield Of Tube Well Complete All As Specified And As Directed By The Engr-In-Charge. [ Note: - ( I ) Yield Test Of Borewell Shall Be Carried Out In The Presence Of Ge. ( Ii ) V Notch & Other Equipment Included Diesel Driven Pump Set Including Fuel / Submersible Cable For Metered Connection Shall Be Arranged By The Contractor And Cost Thereof Deemed To Be Included In The Quoted Rate ] 16 Supply And Fixing Well Capfor 200 Mm Bore Erw 8.00Mm Thick Casing Pipe Made Out Ofms Plate 6 Mm Thick For Covering Tube Wellduly Welded With Locking Arrangement, Including Making Holes For Passing Flat Submersible Cable And Support Chain Complete All As Specified And As Directed. 17 Supply, Install, Test And Commission Submersible Pump Set 7.5 Hp Capacity, 415Volt Ac 50 Hz, With Head Range Of 120 To 312 M, Discharge - 5.4 To 2.0 Cum / Hr Suitable For 100 Mm Bore Dia Column Pipe Complete All As Directed. Make: Ksb Or Equivalent In Kirloskar 18 Supply And Lowering Gi Column Pipe Heavy Duty ( As Per Is: 1239, Part-I ) 50 Mm Dia Bore 3 Mtr In Length Both Side Ms Flanged ( 12Mm Thick ) Duly Welded Including Nuts, Bolts, Washers And Rubber Gasket For Flange Jointing Including Making Suitable Grooves For Passing Wire Or Cablecomplete All As Specified And As Directed 19 S&F Steel Chain Made Out Of6 Mm Dia ( Size 20Mmx38mm ) Or Swr Wire With Pvc Coating For Holding Submersible Pump Set / Column Pipe Including Necessary Holding ( Ms ) Clamp Nuts, Bolts Etc. Complete All As Specified & As Directed. 20 Supplying Laying And Testing Pvc Insulated Submersible Cable 6 Sq Mm 3 Core Flat Lt 1100Volt Grade Heavy Duty Isi Marked With Copper Conductor And Overall Served With An Outer Sheath Of Pvc Along The Column Pipe Or Passing Through Pipes Or Laid Under Floor Of Through Walls Etc Jointing And Testing Complete. 21 Supply And Fixing Mild Steel Well Clamp Suitable For 200 Mm Dia Bore Casing Pipe Made Out Of 200 Mm X 16 Mm Thick Ms Plate Fabricated To Shape, Including Drilling Holes, Nuts, Bolts Washers Etc Complete All As Specified And Directed. [ Note: Minimum 02 Nos Well Clamp Shall Be Provided ] 22 Supply And Fixing Clamp Suitable For 100 Mm Dia Bore Column Pipe With Clamp Ends Overlapping The Casing Pipe By Not Less Than 600 Mm, Clamp Should Be Made Out Of Ms Flat Iron 150 Mm X 16 Mm Size Fabricated To Shape, Including Drilling Holes, Nuts, Bolts Washers Etc Complete All As Directed. [ Note: Minimum 02 Nos Clamp Shall Be Provided ] 23 Supply Only Strata Sample Box With Glass Cover 3Mm Thick Having Internal Dimension 1000Mm X 600Mm X 100Mm Made Out Of 20Mm Thick Worught Ist Class Hard Wood Shisham With Hinges , Hasp And Staple Including Polishing Complete With Samples At Various Depth Every 3 Mtr Interval Met In Boring Including Lithological Log Strata Chart In Duplicate Complete. 24 Supply And Fix Gun Metal Non Return Screwed Both Ends, Isi Marked Suitable For For 50 Mm Bore Gi Pipe All As Directed. 25 M&L For Geophysical Survey Report From Recognized Agency Concluded By Geophysical Holding MasterS Degree In The Stream Of Geophysics To Excatly Pin Point The Location Of Proposed Borewell For Maximum Yeild / Output In Accordance With Cgwb Report Complete All As Specified And Directed. 26 Supply, Laying And Testing 50 Mm Bore Gi Tubing ( Medium Grade ) With New Fittings Laying In Trenches All As Directed And Specified. 27 Supply And Fixing In Repair 50 Mm Bore Gun Metal Gate Valve With Iron Wheel Head, Screwed Both Ends For Iron Pipes Or For Unions As Directed By The Engineer-In-Charge. All As Per Is : 778-84 Marked Cl-1 Pressure Tested 2.4 Mpa . 28 Supply & Laying In Trenches / Fixed To Pole, Walls. Etc Lt, Xlpe Insulated, Armoured, Heavy Duty Electric Power Cable With Aluminum Conductor, 1100 Volts Grade, Cross Sectional Area 25 Sqmm, 4 Core Conforming To Is-7098 ( Part-I ) -1988 And Testing Complete As Specified And Directed. 29 Excavation In Trenches Not Exceeding 1.5 Metre Wide And Not Exceeding 1.5 Metre In Depth For Cable Trenches And Getting Out In Soft / Loose Soil Complete All As Specified And As Directed By The Engineer-In-Charge. 30 Returning, Filling In Trenches Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exceeding 25 Cm In Soft / Loose Soil Complete All As Specified And As Directed By The Engineer-In-Charge. 31 Removing Excavated Materials To A Distance Not Exceeding 50 Metre And Depositing Where Directed At A Level Not Exceeding 1.5 Metre Above The Starting Point All As Specified And As Directed By The Engineer-In-Charge. 32 Material And Labour For Sand Cushioning For Protection Of Underground Cable, Consolidatedand Compacted With Clean Dry Sand All As Specified And As Directed By The Engineer-In-Charge. 33 Material And Labour Well Burnt Old Size Sub Class ‘B’ Bricks, Laid Flat, In Trenches For Cable Protection Complete All As Specified And As Directed By The Engineer-In-Charge. 34 M & L For Earthing Complete With Galvanised Steel Earth Plate Electrode 600 X 600 X 6Mm Thick Buried Directly In Ground ( Earth Pit Not Less Than 2.25 Mtr Deep Below Ground Level ) With Top Edge Of The Plate Not Less Than 1.5 Mtr Below Normal Ground Level Connected To Galvanised Earth Lead Strip Of Size 32 X 6 Mm By Mean Of Bolts Nuts, Check Nuts And Washer Of Galvanised Iron Steel Including Necessary Excavation, Earth Work, Pcc Chamber Etc All As Shown In Electrical Plate No.3 Of Si 2009 Part-I And Connected To Earthing Test Point All As Specified Includingci Cover, Funnel With Gi Watering Pipe Of 20Mm Bore Medium Grade & Gi Protection Pipe 40Mm Bore Light Grade Including Testing Etc Complete All As Specified & Directed. ( Length Or Earth Lead Strip & Protection Pipe Shall Be Up To 7.5 Mtr ) . ( For Panel ) 35 Testing Of Raw Water For All Parameters, Chemical And Bacteriological Aspect Such As Ph Value, Dissolved Solids, Hardness As Caco3, Calcium, Magnesium, Chlorides, Sulphates, Nitrate, Alkalinity, Iron, Turbidity Ntu, Miniral Oil, Colour Hazen Units, Taste, Odour, Total Coliform Per 100 Ml ( Microbiological Test ) & E Coil Per 100 Ml ( Microbiological Test ) , Arsenic & Fluoride Test ( All Ss Per Is 10500:2012 ) From Govt Laboratory [ Note:- The Sample Of Raw Water Will Be Forwarded To The Laboratory Directly By The Department Duly Sealed. The Testing & Postal Charge Shall Be Borne By The Contractor & Report Shall Be Submitted To The Department / Ge Directly By The Laboratory. ] 36 Supply, Install, Test And Commission Outdoortype Cubicallt Panel Boardsuitable For 3 Phase, 4 Wire, 415 Volts And Cpri Approved, Factory Fabricated Having Modern Fabrication And Testing Process Which Includes Seven Tanks Pre Treatment Process, Comprising Of Degreasing, Rising, Derusting, Phosphating And Preservation Followed By Anti Corrosive Painting ( After Applying Two Coats Of Metal Primer ) With Siemens Grey Paint.The Panel Shall Be Provided With Suitable Gasket To Make It Dust / Vermin Proof And Degree Of Protection Not Less Than Ip-54 And General Construction Conforming To Is.The Panel Shall Be Made Out Of 3.15 Mm Thick Crca Sheet Duly Compertment Wise For Each Control Gear, Front And Back Opening With Sliding Bolt Type Locking Arrangement. The Panel Board Shall Be Provided With Proper Ventillation, Including Suitable Size Of Cable Alley Aluminium Bus Bar Suitable For Carrying Of Current200 Amps . Connections From Mccb Out Going To Main Bus Bar Shall Be Carried Out With Tpn Aluminium Bus Bars Of Suitable Rating And Connections From Main Bus Bar To Out Going MccbS ( Intake Point ) Will Be Carried Out With Tpn Aluminium Bus Bar As Per Mccb Rating Duly Insulated And Colour Coded Heat Shrinkable Sleeve And Shall Be Rigidly Mounted On Suitable Size Of Bridge Insulator.The Cubical Shall Have Bottom Channel Of Suitable Size Mc100 And Angle Iron 50X50x6mm Thick Legs Of 75 Cm Long ( 45Cm Above Ground And 30 Cm Below Ground ) And Painted With 2 Coats Of Smoke Gray Synthetic Enamel Paint Over A Coat Of Red Oxide Primer.Suitable Bolts To Fix Gi Earth Busbar Of Size 50X6 Mm Shall Be Provided And A Detachable Pre Drilled Gland Plate Of Powder Coated Shall Be Provided At Bottom. All Control Wires Shall Be Copper Conductor, Multistranded Flexible And Shall Be Bunched, Tied, Ferruled For Proper Identification And Crimped Including Cable Connections With Adequate Size Aluminium Lugs Complete All As Directed By The Engineer-In-Charge.The Panel Shall Comprise Of The Following ( A ) Incomming :Mccb 32 Amps, 4 Pole, 25 Ka- 01 Nomake Legrand / Schenider / L&T ( B ) Out Going :Mccb25 Amps, 3 Pole, 25 Ka- 01 No Make Legrand / Schenider L&T ( C ) Mcb Tp 25 Amps, 10 Ka, C Curve - 01 No. Make: Legrand / Schneider / L&T ( D ) Multifunction Meterled C1 With Rs 485, Make: L&T -01 Set ( E ) Ct 50 / 5 - 3 Nos ( F ) Indicator Lamp Led Type ( Ryb ) ( 03 Nos ) Set-01 ( G ) Submersible Star Delta Starter Suitable For 10 Hp Motor With Short Circuit / Phase Protection / Low Water Level Protection - 01 Each [ Note :- 1. Mccbs Are To Be Of Fixed Thermal And Fixed Magnetic Setting Type, Complete All As Directed By Engr-In-Charge.2. Excavation, Earth Work And Pcc Work ( 1:3:6 ) Shall Be Deemed To Be Included In The Quoted Rate. 3.Design And Drawing Of Panel Board Shall Be Got Approved From Ge Before Procurement / Incorporation In The Work. ]
Contract Date: Jan 13, 2024 Contract Value : ₹ 37.26 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 4
Assam View Result →
17.
Defence #1794592 AOC
Repair / Maintenance Of High Tension Distribution System And Ht Equipments At Kanheri Hills And Hill Top At Site K Hills Site R And Site P Under Ge Airforce Thane-M&L For Calibration All Measuring Meter With, Servecing All Mechanical Parts, Replace The All Electric Wiring Of Panel, Decarbonizing All Ht Contact Point Testinght 22Kv Vertical Draw Out Type Vcb Of Repturing Capacity 250 Mva, 250 Ampsincluding Replacement Of Unserviceable Spare Parts And Adjustment Of Over Current Relay, Earth Fault Relay, Checking Of Vaccum Of Interrupter, Including Connected Accssories Cleaning Offixed And Moving Contacts, Testing Of Electrical Wiring System, Ammeter, Voltmete , Vaf Meter, Selector Switch All Illuminated Indicationes For R, Y, B, Pahse, By Qualified Technical Person From Oem, Complete All As Specified And Directed By Engr-In- Charge.Note:- Necessary Spare Parts, Need To Replace Will Be Paid In Respective Item. 2 M&L For Calibration All Measuring Meter With, Servicing All Mechanical Parts, Replace The All Electric Wiring Of Panel, Decarburizing All Ht Contact Point Testinght 11Kv Vertical Draw Out Type Vcb Of Rupturing Capacity 250 Mva, 250 Ampsincluding Replacement Of Unserviceable Spare Parts And Adjustment Of Over Current Relay, Earth Fault Relay, Checking Of Vacuum Of Interrupter, Including Connected Accessories Cleaning Offixed And Moving Contacts, Testing Of Electrical Wiring System, Ammeter, Voltmeter , Vaf Meter, Selector Switch All Illuminated Indications For R Y B Phase, Including High Voltage Test, Primary Injection Test, Relay Testingby Qualified Technical Person From Oem, Complete All As Specified And Directed By Engr-In- Charge.Note:- ( A ) Necessary Spare Parts, Need To Replace Will Be Paid In Respective Item ) 3 M&L For Indicator Led Lamp, Red, Yellow And Orange 110 V, Ac, For Ht 22 Kv Vcbcomplete All As Specified And Directed By Engr-In- Charge. 4 Supply Closing Coil, 110 V, Dc For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And Directed By Engr-In- Charge. 5 Supply Shunt Release Coil On, 110 V, Dc, Suitable For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 6 Supply Shunt Release Off, 110 V , Dc, Suitable For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 7 Supplycontrol Fuse, Hrc, 2 / 4 / 6 Amp For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 8 Supply Motor Cut Off Switch For Servicing / Repairing The Ht 22 Kv Vcbcomplete All As Specified And As Directed By The Engr- In- Charge. 9 Supply Ht Tape For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge 10 Supplymonoplast Tape For Servicing / Repairing The Ht 22 Kv Vcbcomplete All As Specified And As Directed By The Engr- In- Charge 11 Supply Digital Volt Meter 96X96mm, 0-500V, Aux Supply 110V, Ac, Suitable For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge 12 Supply Digital Ammetersuitable For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge 13 Supply Auxiliary Switch On Block Magnet For Servicing / Repairing The Ht 22Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 14 Supply Male & Female Spout Assembly For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 15 Supplyct Of Ratio 50 / 5 A For Vcb Suitable For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 16 Supplyover Current Really Suitablefor Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge 17 Supply Master Trip Relay Suitable For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge 18 Supply Digital Vaf Meter , Em 6400Suitable For Ht 22 Kv Vcb For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 19 Supply Contact Arm Assembly For Ht 22 Kv Vcb For Servicing / Repairing The Ht 22 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge 20 Supply Closing Coil, 110V, Dc For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 21 Supply Shunt Release On, 110V, Dc For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 22 Supply Shunt Release Off, 110V, Dcfor Servecing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 23 Supply Motor Cut Off Switch For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 24 Supply Auxiliary Switch On Block Magnetfor Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 25 Supply Male & Female Spout Assembly For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 26 Supply Ct Of Ratio 30 / 5 A For Vcbfor Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 27 Supply Relay Assembly ( Current, Voltage ) Suitable For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 28 Supply Master Trip Relay Suitable For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 29 Supply Contact Arm Assembly For Servicing / Repairing The Ht 11 Kv Vcb Complete All As Specified And As Directed By The Engr- In- Charge. 30 M&L Forservicing / Testingofpower Transformer11 / 22 / 0.44 Kv Up To Capacity 400Kva ( A ) Ir Value Of Winding. ( B ) De Carbonizing The Cable Terminal Of The Transformer. ( C ) Earth Resistance Checking. ( D ) Replacement Of Silica Gel 31 Dehydration / Filtration Of Transformer Oil By Means Of Centrifugal Filtration Plant To Achieve The Specified Dielectric Strength Of 35 To 40 Kv At 2.5 Mm Gap In Existing Position Of Transformer / Servo Stabilizer Of Any Capacity And Transformer Oil For Topping Up At Various Sub Station Complete All As Specifiedand Directed By Engg-In-Chargenote: Transformer Oil Used For Top Up Measured And Paid Separately. 32 Supply And Pouringof New Transformer Oil To Achieve A Di-Electric Strength Up To 60 Kv In 4 Mm Gap Conform To Is-335-1983 With Sealed Barrel Contains Each 210 Litre 33 Disconnection The Ht Termination, Supply And Fixing Ht Boot Cover At Cable End And Vcb / Rmu Complete All As Specifiedand Directed By Engg-In-Charge 34 Disconnecting All In Coming And Outgoing Cables, Removing The Transformer / Servo Stabilizer From The Platform / Two Pole Structure / Floor And Loading It In The Vehicle Carefully Using Crane And Transporting It To The ContractorS Workshop, Carry Out The Required Repairs And Transport The Transformer Back To The Site , Install It, Reconnect All The Incoming And Out Going Cables By Properly Crimping Using Lugs Of Suitable Sizetaping Thebushes / Bus Bars, Using Insulation Tape And Testing Completeof Capacity 160 Kva To 400 Kva All As Directed .Note:- Gasket Set, Lt / Ht Side Ceramic Bushing, Spindle For Ht / Lt Side , Rewinding, Dehydration Of Oil Shall Be Measured And Paid Separately In Respective Items. 35 M&L For Taking Out Unserviceable Winding & Supply And Winding Of22 / 0.433 Kv Hv Coils, Using New Copper Wire / Strip Of Proper Size Including Insulating Materials ( Double Insulation ) As Per Existingsize Of Core Of Transformer Capacity 160-400 Kva Complete Including Heating , Varnishing Complete All As Specifiedand Directed By Engg-In-Charge 36 M&L For Taking Out Unserviceable Winding Supply And Winding Of22 / 0.433 Kv Lv Coils, Using New Copper Wire / Strip Of Proper Size Including Insulating Materials ( Double Insulation ) As Per Existingsize Of Core Of Transformer Complete Incl Heating , Varnishing Complete All As Specifiedand Directed By Engg-In-Charge 37 Supply Only Breather Assembly Of Approved Make Filled With Silica Gel Suitable For Transformer Ofcapacityupto 400 Kva Volt Distribution Transformer Complete All As Specifiedand Directed By Engg-In-Charge 38 Supply Only Brass Spindle For Terminal On Ht Side Threaded Complete With Nut Washers Etc Of Suitable Dia For Transformer Of Capacity 160 To 400 Kva Complete All As Specifiedand Directed By Engg-In-Charge 39 Supply Only Brass Spindle For Terminal On Lt Side Threaded Complete With Nut, Washers Etc Of Suitable Dia For Transformer Ofcapaicty 160 To 400 Kva Complete All As Specifiedand Directed By Engg-In-Charge 40 Supply And Fix Ceramic Bushing And Gasket On Lt Side Of Transformer Of Capacity 160 To 400 Kva 22000 / 433 Volt Distribution Transformer Complete All As Specifiedand Directed By Engg-In-Charge 41 S & Fceramic Hv Bushing With Gun Metal Bushing Stud, Nuts And Washers For Transformerof Capacities 22000 / 433 Volt Distribution Transformer Complete All As Specifiedand Directed By Engg-In-Charge 42 Supply And Fixing In Replacement Of Complete Gasket ( Cork Sheet ) 6 Mm Thick Complete Of Capacity Of 160 Kva To 250 Kvatransformer Including Conical Rubber Bush Complete All As Specifiedand Directed By Engg-In-Charge 43 Disconnecting All Incoming And Outgoingconnection Of Ht11 / 22 Kv Underground Cable, Detecting Faultby Applying Surge Current 1.5 Times The Rated Current& Finding Exact Location Of Fault With Picco Equipmentand Repair The Same Immediately All As Directed. Note:- ( A ) Necessary Jointing Kit To Be Measure And Paid Cables. Complete All As Specifiedand Directed By Engg-In-Charge 44 Supplying, Jointing And Commissioningoutdoor Type Cable End Termination Jointing Kit Heat Shrinkable Type Suitable For Underground Xlpe Cable Size 3 Core 95 To 120 Sqmm 11 / 22 Kv Ht Cablecomplete All As Specifiedand Directed By Engg-In-Charge 45 Supplying, Jointing And Commissioningindoor Type Cable End Termination Jointing Kit Heat Shrinkable Type Suitable For Under Ground Xlpe Cable Size 3 Core 95 To 120 Sqmm 11 / 22 Kv Ht Cable Complete All As Specifiedand Directed By Engg-In-Charge 46 Supplying, Jointing And Commissioningstraight Through Type Cable End Termination Jointing Kit Heat Shrinkable Type Suitable For Underground Xlpe Cable Size 3 Core 95 Sqmm 11 / 22 Kv Ht Cable Complete All As Specifiedand Directed By Engg-In-Charge . 47 Taking Up Unserviceable Ht 22 Kv Underground Cable For Repair, Replace The Damage Portion Complete All As Specifiedand Directed By Engg-In-Charge 48 Supply And Laying, Testing And Commissioningh.T. Under Ground Armored Pvc Insulated And Pvc Sheathed Heavy Duty 22000 Volts Grade Underground Cable Of Size 3 Core, 95 Sq Mm Complete All As Specifiedand Directed By Engg-In-Charge 49 Supply And Laying, Testing And Commissioningh.T. Under Ground Armored Pvc Insulated And Pvc Sheathed Heavy Duty 11000 Volts Grade Underground Cable Of Size 3 Core, 120 Sq Mm Complete All As Specifiedand Directed By Engg-In-Charge 50 Relaying The Serviceable Ht Cable, After Necessary Testing In Ground, Floor In Same Trench Ornew Route Complete All As Specifiedand Directed By Engg-In-Charge 51 Supply And Fix Gi Pipe 100 Mm Dia Light Grade Complete With All Fitting For Supporting Cable On Four Pole Structure Complete All As Specifiedand Directed By Engg-In-Charge 52 Excavation In Trenches Not Exc 1.5 M In Depth And Not Exc 1.5 M Wide For Taking Out / Laying Cable And Getting Out In Hard / Dense Soil Complete All As Specifiedand Directed By Engg-In-Charge 53 Removing Excavation Soil At A Distance Not Exc 50 M And Deposited Where Diverted Complete All As Specifiedand Directed By Engg-In-Charge 54 Returning, Filling In Including Spreading, Leveling, Watering And Well Rumming In Layers Not Exc 25 Cm Complete All As Specifiedand Directed By Engg-In-Charge 55 Sand Cushioningfor Cable Protection By Spreading In Trenches Crushed Stone Sand By Gently Punning Down Manually Complete All As Specifiedand Directed By Engg-In-Charge.Note:- Punnned Thickness Shall Only Be Measured And Paid. 56 Supply And Laying Un Reinforced Precast Concrete Cable Cover Class Ehv, Type-I, Flat Size 300 Mmx 180 Mm X 40 Mm Laid In Trenches Complete All As Specifiedand Directed By Engg-In-Charge. 57 Re- Laying Un Reinforced Precast Concrete Cable Cover Class Ht, Type-I, Flat Size 300 Mmx 180 Mm X 40 Mm Laid In Trenches Complete All As Specifiedand Directed By Engg-In-Charge. 58 Supply And Cross Arm, Bracing, Supports, Clamps And Back Plate Fabricated From Structural Steel Section Including Nuts, Bolts, Washers, Welding, Bending, Drillingholes For Bolts In Any Shape And Any Size Inclusive Of One Primer Coat, Two Coats Of Aluminium Paints As Indicateed Complete All As Specified And As Directed By Engineer In Charge 59 Dismelting The Unserviceable Broken Gi Strip Of Any Size As Available At Site, Supply And Fixing Cupper Strip Of Size 32X6mm For Connection From Ht Equiptment To Earth Pit . ( Necessery Connection To Be Made Through Brezing And Brass Nuts And Bolt ) Complete All As Specifiedand Directed By Engg-In-Charge 60 M&L For Shutter Assembly Suitable Forht 22Kv Vertical Draw Out Type Vcb Of Rupturing Capacity 250 Mva, 250 Ampscomplete With Mechanism Complete All As Specifiedand Directed By Engg-In-Charge 61 M&L For Pt 22 Kv / 110Vsuitable Forht 22Kv Vertical Draw Out Type Vcb Of Rupturing Capacity 250 Mva, 250 Amps For Metering Purpose Complete All As Specifiedand Directed By Engg-In-Charge 62 M&L For Breaker Bus Bar Arm Long With Female Contact Suitable Forht 22Kv Vertical Draw Out Type Vcb Of Rupturing Capacity 250 Mva, 250 Amps Complete All As Specifiedand Directed By Engg-In-Charge 63 M&L For Pp Tubes Suitable Forht 22Kv Vertical Draw Out Type Vcb Of Rupturing Capacity 250 Mva, 250 Amps Along With Necessary Accessories Complete All As Specifiedand Directed By Engg-In-Charge 64 M&L For Phase Barrier Along With Necessary Accessories Suitable For Ht 22Kv Vertical Draw Out Type Vcb Of Rupturing Capacity 250 Mva, 250 Amps Complete All As Specifiedand Directed By Engg-In-Charge 65 M&L For Heater And Thermostat Suitable For Ht 22Kv Vertical Draw Out Type Vcb Of Repturing Capacity 250 Mva, 250 Ampscomplete All As Specifiedand Directed By Engg-In-Charge 66 M&L For Bushing Spout Panel Ht 22Kv Vertical Draw Out Type Vcb Of Repturing Capacity 250 Mva, 250 Ampscomplete All As Specifiedand Directed By Engg-In-Charge 67 M&L For Tnc Switch Suitable For Ht 22Kv Vertical Draw Out Type Vcb Of Repturing Capacity 250 Mva, 250 Ampscomplete All As Specifiedand Directed By Engg-In-Charge 68 S&F In Replacement Single Phase Smps Based Battery Backed Power Pack For Supply Back-Up For Trip Coil, Protection Relay, Indication, & Other Load In Ht Panels, Working Input Voltage 90 To 300 Volt Ac, Output 110 Volts Dc With Backup For 15-20 Min, Complete All As Specifiedand Directed By Engg-In-Charge 69 M&L For Painting Of Transformer Foundation With Two Coats Of Obd After Complete Scrapping Of Old Paint / Whitewash And Making Good Surface Complete All As Specifiedand Directed By Engg-In-Charge 70 M&L For Ht 22 Kv Sleeve For Repairing Vcb 22 Kv Complete All As Specifiedand Directed By Engg-In-Charge 71 M&L For End Terminal Cable Jointing Kit For 22 Kv ( Earthed ) Grade Cable For Outdoor Termination Heat Shrink Type Joint Complete With Jointing Material And Accessories Suitable For 3 Core Xlpe Armoured Aluminium Conductor Cable Of Size 95 Sqmm Including Dismantling & Taking Out Old Unserviceable Jointing Kit Complete All As Specifiedand Directed By Engg-In-Charge 72 M&L For End Terminal Cable Jointing Kit For 22 Kv ( Earthed ) Grade Cable For Indoor Termination Heat Shrink Type Joint Complete With Jointing Material And Accessories Suitable For 3 Core Xlpe Armoured Aluminium Conductor Cable Of Size 95 Sqmm Including Dismantling & Taking Out Old Unserviceable Jointing Kit Complete All As Specifiedand Directed By Engg-In-Charge 73 M&L For Cable Jointing Kit For 22 Kv ( Earthed ) Grade Cable For Straight Through Heat Shrink Type Joint Complete With Jointing Material And Accessories Suitable For 3 Core Xlpe Armoured Aluminium Conductor Cable Of Size 95 Sqmm Including Dismantling & Taking Out Old Unserviceable Jointing Kit Complete All As Specified & As Directed. 74 Dehydration And Filtration Of Transformer Oil Filled In Transformer Installed At Different Locations, Testing Of Oil After Dehydration To Achieve Dielectric Strength Not Less Than 40 Kv For 1 Minute In 2.5 Mm Electrode Gap As Per Relevant Is And To Bring The Acidity With The Permissible Limit Complete All As Specifiedand Directed By Engg-In-Charge 75 Supply & Fixing In Replacement Of Ceramic Hv Bushing With Gun Metal Bushing Stud, Nuts And Washers For Transformerof Capacities 165 / 250 Kva Complete All As Specifiedand Directed By Engg-In-Charge 76 Supply & Fixing In Replacement Of Ceramic Lv Bushing With Bushing Stud ( Brass Metal ) , Nuts And Washers For Transformerofcapacities 165 / 250 Kva Complete All As Specifiedand Directed By Engg-In-Charge 77 Supply And Filling Fresh Tansformer Oil Confiming To Is 335 Having Die Electric Strenght Up To 50 Kv With Oil Testing Kit 2 Mm Thick Top Up Transformercomplete All As Specified And As Directed By Engr In Charge. 78 Disconnecting Of Incoming & Outgoing Cable From Both Side Of Transformer Indoor / Outdoor Type Including All Accessories, Loading Unloading And Transportation From Site To Work Shop As Per Site Requirement And Back To Site After Carried Out Repairs & Assembling , Including Connection For The Capacity 160 Kva To 250 Kva And Commissioning And Testing Complete All As Specified And Directed By Engr In Charge.Note: Gasket Set, Lt / Ht Side Ceramic Bushing, Spindle For Ht / Lt Side, Rewinding , Dehydration Of Oil Shall Be Measured And Paid Separately In Respective Items. 79 Taking Out Defective Ht Winding And M& L For Rewinding Of Ht Coil With Super Enameled Best Quality Copper Wire Of Existing Gauge With Superior Quality Insulation Material For Transformer Of Capacity 160 To 250 Kva Complete All As Specified And Directed By Engr In Charge. 80 M& L For Rewinding Of Lt Coil With Super Enameled Best Quality Copper Wire Of Existing Gauge With Superior Quality Insulation Material For Transformer Of Capacity 160 To 250 Kva Complete All As Specified And Directed By Engr In Charge. 81 Assembling Of Hv And Lv Coils Including Necessaryinsulation With Paperboards And Varnishing, Making Internal Connections, Drying, Removal Of Moisture From Core And Coils, Heating The Complete And Carried Out All Necessary Tests For Transformer Capacity 160 Kva To 250 Kva Complete All As Specified And Directed By Engr In Charge. 82 M& L For Improvement Of Insulation Resistance Value For Core & Coil Winding By Cleaning Complete, Applying Varnishing & Necessary Insulation Material And Baking In Oven Terminal Connection Inside The Transformer Complete All As Specified And Directed By Engr In Charge. 83 Disconnecting The Ht Termination, Supply And Fixing Ht Boot Cover At Cable End And Vcb Complete All As Specifiedand Directed By Engg-In-Charge 84 Disconnecting All Incoming And Outgoing Connection Of Ht 22Kv Under Ground Cable, Detecting Fault By Applying Surge Current 1.5 Times The Rated Current & Finding Exact Location Of Fault With Pico Equipment And Repair The Same Immediately Complete All As Specified And As Directed By The Eng.In.Charge.Note: Necessary Jointing Kit To Be Measured And Paid Separately In Respective Items. 85 M&L For Servicing / Testing The Following Equipment Of Distribution Transformer 22 / 0.44Kv: ( A ) Ir Value Of Winding ( B ) De Carbonizing All Cable Connection. ( C ) Earth Resistance Checking ( D ) Replacement Of Silica Gel Complete All As Specifiedand Directed By Engg-In-Charge 86 Painting Of Transformer After Cleaning The Body Surface Of Transformer By Rubbing With Emery Paper To Remove Oil Stains, Dust Etc And Applying One Coat Of Synthetic Enamel Paint By Spray Paint Incl Writing Sm No. / Mes No. Of Capacity 160 / 250 Kva Transformer Completeall As Specified And Directed By Eng.In.Charge. 87 Supply Onlyassembly Of Approved Make Filled With Silica Gel Suitable For Transformer Of Capacity 160 / 250 Kvadistribution Transformer Complete All As Specified And As Directed By Eng.In.Charge. 88 Supply And Fix Brass Spindle For Terminal On Ht Side Threaded Complete With Nut, Washer Etc Of Suitable Dia For Transformer Of Capacity 160Kva To 250Kva Complete All As Specified And Directed By Engg.In.Charge. 89 Supply And Fix Brass Spindle For Terminal On Lt Side Threaded Complete With Nut, Washer Etc Of Suitable Dia For Transformer Of Capacity 160Kva To 250Kva Complete All As Specified And Directed By Engg.In.Charge. 90 Supply And Fix Ceramic Bushing And Gasket On Lt Side Of Transformer Of Capacity 160 To 250 Kva 22000 / 433 Volt Distribution Transformer Complete All As Specifiedand Directed By Engg-In-Charge 91 Supply And Fixing In Replacement Of Complete Gasket ( Cork Sheet ) 6Mm Thick With And Incl Conical Rubber Bush Complete All As Specifiedand Directed By Engg-In-Charge 92 M&L Forservicing / Testinght 22Kv Vcb Panel Rupturing Capacity 26 / 3 Mva, 1250 Amps Including Calibration, Decarburizing , Troubleshooting, Repairing, Replacement Of Unserviceable Spare Parts And Adjustment Of Over Current Relay, Earth Fault Relay, Checking Of Vaccum Of Interrupter, Including Connected Accssories Cleaning Offixed And Moving Contacts, Testing Of Electrical Wiring System, Ammeter, Voltmeter , Vaf Meter, Selector Switch All Illuminated Indications For R Y B Phase, By Qualified Technical Personcomplete All As Specified And By The Engr- In- Charge.Note:-Necessary Spare Parts, Need To Replace Will Be Paid In Respective Item. 93 Supply Only Voltage Indicator Lamp ( Red, Yellow And Orange ) 220 V, Ac For Servecing / Replacement The Ht 22Kv Vcb Complete All As Specified And Directed By Engg.In.Charge. 94 Supply Only Control Fuse, Hrc, 2 / 4 / 6 Amp For Servecing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 95 Supply Only Ht Tape For Servecing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge 96 Supply Only Monoplast Tape For Servicing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 97 Supply Only High Voltageover Current Protection Relay For Servicing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 98 Supply Only Earth Fault Relay For Servicing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 99 Supply Only Auxillary Contacts For Servicing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 100 Supply Only Space Heater Alongwith Thermostat For Ht Vcb Panel Including Electric Connection Complete All As Specified And Directed By Engg.In.Charge. 101 Supply Only Master Trip Relay Suitable For Ht 22 Kv Vcb Panel Complete All As Specified And Directed By Engineer-In-Chrage. 102 Supply Only Contact Arm Suitable For Ht 22 Kv Vcb Panel Complete All As Specified And Directed By Engineer-In-Chrage. 103 Supply Only Shunt Release Coil On, 110 V, Dc Suitable For Ht 22 Kv Vcb Panel Complete All As Specified And Directed By Engineer-In-Chrage. 104 Supply Only Shunt Release Coil Off, 110 V, Dc Suitable For Ht 22 Kv Vcb Panel Complete All As Specified And Directed By Engineer-In-Chrage. 105 Supply Only Key Locksfor Servicing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 106 Supply Only Switch Operating Assembly Servicing / Repairing The Ht 22Kv Vcbcomplete All As Specified And Directed By Engg.In.Charge. 107 M&L For Shutter Assembly Suitable For Ht 22 Kv Vertical Draw Type Vcb Complete All As Specified And Directed By Engr-In-Charge. 108 M&L For Taking Down Carefully Existing Serviceable Switch Air Break, Gang Operated Outdoor, Any Type Of Capacity Upto 22 Kv, Servicing To The Operating Mechanism, Greasing Etc Of All Joints For Smooth Operation, With & Including Replacement Of Burnt Male / Female Contact Where Required, Re-Fixing The Switch Air Break, Gang Operated Outdoor, Testing, Complete All As Specified And As Directed. 109 Taking Down Unserviceable God Of Any Capacity And Supply And Installation Ht 22Kv / 200Amps Outdoor Type God Including Dropout Fuse Assembly Complete All Required At Site Etc Complete All As Specifed And Directed By Engineer In Charge. 110 Supply & Fixing Dropout Fuse 23 Swgcomplete All As Specified And Directed By Engg.In.Charge. 111 S&F In Replacement Copper Stripof Size 32X 6Mm With Saddles And Fixing Screws Etc. For Roof Conductors And Down Conductors Above Ground Complete All As Specified And Directed By Engg.In.Charge 112 S&F Copper Stripof Size 20X 3.15 Mm With Saddles And Fixing Screws Etc. For Roof Conductors And Down Conductors Above Ground Complete All As Specified And Directed By Engg.In.Charge 113 S&F In Replacement Single Phase Smps Based Battery Backed Power Pack For Supply Back-Up For Trip Coil, Protection Relay, Indication, & Other Load In Ht Panels, Working Input Voltage 90 To 300 Volt Ac, Output 110 Volts Dc With Backup For 15-20 Min, Complete All As Specifiedand Directed By Engg-In-Charge 114 S&F Lightning Arresters Ht 22 Kv 65 Kilo Amp Non Linear Expulsion Type Transmission Class With Standard Fittings Confirming To Is-3070 ( Part-I ) 1985, Including Dismantling & Taking Down Old Unserviceable Lightning Arresters, Complete All As Specifiedand Directed By Engg-In-Charge 115 S&F Disc Type Insulator, Porcelain, Vitreous, 145Mm High And 255Mm Dia Ball And Socket Type, White, Brown Or Green, Single Disc Assembly For Tension With Tension Clamps For Conductors, Working Pressure 22000 Volts, Including Dismantling & Taking Down Old Unserviceable Insulator, Complete All As Specifiedand Directed By Engg-In-Charge 116 Supply & Laying Xlpe Insulated , Screened, Pvc Bedded, Galvanizedsteel Strip Or Wire Armoured Heavy Duty Electric Power Cable With Aluminum Conductor, 22000 V Grade, Cross Sectional Area Of3 Core 95 Sqmm In Trenchescomplete All As Specifiedand Directed By Engg-In-Charge 117 Supply & Laying Un Reinforced Precast Cement Concrete Cable Cover Class Hv Type 1, Flat, Size 300Mm X 180Mm X 40Mm Complete All As Specifiedand Directed By Engg-In-Charge 118 M&L For Earthing Complete With Copper Earth Plate Electrode 600X 600X 3 Mm Buried Directly In Ground With Top Edge Of The Plate Not Less Than 1.5 Mtrs Below Normal Gound Level And Connected To Earth Test Point By Means Of Copper Strip Of Size 20X3 Mm All As Specified And Shown In Electric Plate No 3 Of Mes Ssr Part-I 2009 Including Earthwork, Pcc Chamber, Ci Cover, Protection And Watering Pipe, Funnel, Mesh Etc All As Required At Site And Complete All As Specifiedand Directed By Engg-In-Charge.Note: ( I ) . 7.5 Rm Copper Strip In Deemed To Be Included In Quoted Rates Beyond 7.5 Rm Strip Shall Be Measured And Paid Separately. ( Ii ) . Earth Resistance Of Earth Pit Should Be Less Than 2 Ohms. On Testing After Completion If The Desired Earth Resistance Is Not Obtained The Earthing Will Be Redone At No Extra Cost. ( Iii ) Rate Quoted By The Tenderer Is Deemed To Include Salt & Charcoal Upto & Above 450 Mm Top Of Copper Plate. ( Iv ) Soil Registance Test If Required Shall Be The Responsbility Of Contractor Without Any Extra Cost. 119 Excavation In Trenches , N Exc 1.5 M Wide And N, Exc 1.5 M In Depth For Foundation, Etc. Or For Shafts, Wells Cesspits, Manholes, Peir Holes. Etc 1.5 M N Exc 10 Sqm On Plan And N Exc, 1.5 M In Depth And Getting Outcomplete All As Specifiedand Directed By Engg-In-Charge 120 Returning, Filling Including Spreading, Leveling, Watering And Well Ramming In Layers Not Exc 25Cm In Soft / Soil Complete All As Specifiedand Directed By Engg-In-Charge 121 Removing Excavated Soil Not Exc 50M Depositing Where Directed At A Level Not Exc 1.5M Above The Starting Point Complete All As Specifiedand Directed By Engg-In-Charge 122 M&L Sand Cushioning For Ug Cable Protection / Ducts, Consolidated Sand Compacted With Clean Dry Sand Complete All As Specifiedand Directed By Engg-In-Charge 123 Boringfor Road Crossingin Any Kind Ofsoil / Rock Strata Complete All As Specifiedand Directed By Engg-In-Charge 124 Supply & Laying Gi Pipe Light Graded Of Size 50Mm Diain Trenches And Fixing On Wall / Poleswith Help Of Suitable Size Ms Clamp For Cable Protectioncomplete All As Specifiedand Directed By Engg-In-Charge 125 Supply & Laying Gi Pipe Light Graded Of Size 80Mm Diain Trenches And Fixing On Wall / Poleswith Help Of Suitable Size Ms Clamp For Cable Protection Complete All As Specifiedand Directed By Engg-In-Charge 126 Supply, Fixing & Stretcing Aluminium Conductor Steel Reinforced ( Acsr ) Of Any Type And Size Fixedon Existing Steel Tubular / Pcc Ht / Lt Pole Fixed On Insulators And Binding With & Including 2 Mm Binding Wire Complete All As Specified And Directed By Engineer-In-Charge. Notes :- I ) The Acsr Conductors Shall Be Conforming To Is- 398 ( Part-Ii ) And As Specified In Ssrpart-I .Ii ) The Unit Rate Quoted Shall Alsobe Deemed To Include For Supply And Fixing Of Binding Wire, Aluminium Tapes Etc Which Shall Not Be Included In The Weight Of Conductors For Payment.Iii ) Weight Of Conductors Shall Be Determined By Measuring The Horizontal Distance Between Centres Of Two Adjacent Poles And Compounding The Weight Of Conductors Of That Size Multiplied By Lenght Of Span And 3 % Extra Shall Be Added For Sag, Jointing, Jumpers Etc.Iv ) Weight Of The Conductors Shall Be Calculated From The Nominal Weights Given In Tables In The Relevant Is. 127 M&L For Painting Of Transformer Foundation With Two Coats Of Obd After Complete Scrapping Of Old Paint / Whitewash And Making Good Surface Complete All As Specifiedand Directed By Engg-In-Charge 128 M&L Cross Arms, Bracings, Supports, Clamps And Back Plates Fabricated From Structural Steel Sections Including Nuts, Bolts, Washers, Welding, Bending Cold Or Hot, Drilling Holes For Bolts, In Any Shape Inclusive Of One Primer Coat, One Under Coat And One Finishing Coat Of Paint Complete All As Spd And Directed By Engg.In.Charge. 129 M&L For Providing Earthing Complete With Galvanised Iron Earth Plate Electrode 600 Mm X 600 Mm X 6Mm As Earthing Lead Buried Directly In Ground Vertically To A Depth Not Less Than 2.25 Mtr Deep Below Ground Level With Top Edge Of The Plate Not Less Than 1.5 Mtr Below Normal Ground Level Connected To And Including Galvanised Iron Strip 25X4 Mm As Earthing Lead By Means Of Bolts, Nuts, Check Nuts & Washers Etc Made Of Gi And Connected To Earthing Test Point, Providing Charcoal And Common Salt All As Shown In Electrical Plateno. 5 Of Ssr Part I Of 2009 & As Specified Or Indicated And Testing On Completion Including Exaction / Earth Work In Any Type Of Strata Pcc ( 1:3:6 ) Type C1 Earthing Chamber, Pre Cast Slab 50 Mm Thick In Cement Concrete ( 1:2:4 ) Type B1 ( Reinforced With Welded Steel Wire Fabric ( Xpm ) Weight Not Less Than 4 Kg / Sqm ) , Funnel With Wire Mesh, Watering Pipe Of 20 Mm Bore Medium Grade And Lugs, Including Galvanised Iron Strip 25X4 Mm With Gi Protection Pipe Of 20 Mm Medium Grade 7.5 Meter Long, Etccomplete All As Specified And As Directed By Engr-In- Charge.Note:- ( I ) Venders Are Bound To Get Earthing Result Upto 5 Ohm For Single Earthings And 3 Ohm With The Grid Of Two Earthing.Any Additional Work And Material Required To Achive The Required Result Is Included In The Cost Deemed To Be Quoted Rate By Contractor. ( Ii ) Excavated Material To Be Removed From The Site And Deposit At The Distance Not Exceeding 50M Distance And Levelled. ( Iii ) Refill The Pit With M&L For Black Cotton Soil 1 Cum. ( Iv ) On Testing After Completion If The Desired Earth Resistance Is Not Obtained The Earthing Will Be Redone At No Extra Cost. ( V ) Taking Down All Items In Respect Of Existing Earthing Is Included In The Cost Deemed To Be Quoted By Contractor.
Contract Date: Nov 07, 2022 Contract Value : ₹ 32.22 Lakh
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