Tender For Restoration And Beautification Work Of Naval Rai Pond Located In Zone 4 Kidganj - Earthworkinexcavationbymechanical means(Hydraulicexcavator)/manual meansoverareas(exceeding30cmin 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,asdirectedbyEngineer-incharge.All kinds of soil 2 Providing and laying in position cementconcrete of specified grade excluding thecost of centering and shuttering - All workup to plinth level :1:4:8 (1 Cement : 4coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) 3 Providingandlayinginpositionready mixedorsitebatcheddesignmixcement concreteforreinforcedcementconcrete work;usingcoarseaggregateand fine aggregatederivedfromnaturalsources, PortlandPozzolana/OrdinaryPortland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength;includingpumpingof concrete to site of laying, curing, carriage forallleads;butexcludingthecostof centering,shuttering,finishingand reinforcement as per direction of the engineer-in-charge;forthefollowing grades of concrete.Note:Extracementupto10%ofthe minimum specified cement content in design mix shall be payable separately. In casethecementcontentindesignmixis morethan1.10timesofthespecified minimumcementcontent,thecontractor shall have discretion to either re-design the mixorbearthecost ofextracement.All works Upto plinth level upto floor V level ConcreteofM25gradewithminimumcement content of 330 kg /cum 4 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. 5 SupplyingatsiteAngleironpost& strut of required size including bottom tobesplitandbentatrightanglein opposite direction for 10 cm length and drillingholesupto10mmdia.etc.complete. 6 FinishingwithDeluxeMultisurface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with DeluxeMultiSurfacePainttogivean even shade. Two or more coat applied @0.90ltr/10sqmoveranundercoat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 7 ProvidingandfixingG.I.chainlink fabric fencing of required width in meshsize50x50mmincluding strengtheningwith2mmdiawireor nuts,boltsandwashersasrequired complete as per the direction of Engineer-incharge.MadeofG.I.wire ofdia.4mm,PVCcoatedtoachieve outer dia not less than 5 mm inrequired colour and shade 8 12mmcementplasterofmix:1:6(1cement: 6 coarse sand) 9 Centering and shuttering including strutting, propping etc. and removal of formforFoundations,footings,basesof columns, etc. for mass concrete 10 Earthworkinexcavationbymechanicalmeans (Hydraulicexcavator)/manualmeansoverareas (exceeding 30 cm in depth, 1.5 m in width as well as10sqmonplan)includinggettingoutand disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 11 Providing and layingin position cementconcrete 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) 12 AllworksUptoplinthleveluptofloorVlevelConcreteofM25gradewithminimumcement content of 330 kg /cum 13 AllworksAboveplinthleveluptofloorVlevelConcreteofM25gradewithminimumcement content of 330 kg /cum, 14 Boring with hydraulic piling rigs with power units, providingandinstallingcastinsitusingleunder reamedpilesofspecifieddiameterandlength 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 inpilecapetc.allcomplete.(Lengthofpilefor payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile 15 Extra over single under ream for providing additionalbulbsinunderreamedpiles,under specified diameter(only the nos. of extra bulbs are to be paid) 300 mm dia piles 16 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. 17 Brick work in super-structure in 1:6 (1 Cement :6 Coarsesand)aboveplinthlevelupto floortwo level(uptotwostoreys)including necessary cutting and moulding of brick work asrequired andalsoincludinghoney combedbrick workfor wall of one brick thick etc all complete in direction of engineer in charge. 18 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. 19 12mmcementplasterofmix:1:6(1cement:6coarse sand) 20 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour andsize upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weathersealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall bepaid for separately). Red sand stone - 30mm thick gang saw cut stone 21 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). 22 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. 23 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc.for mass concrete 24 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 25 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 26 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 27 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 28 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 29 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. 30 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.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 31 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) 32 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. 33 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. 34 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 35 Providing and fixing in position pre moulded joint filler in expansion joints. 36 Providing and fixing in position bitumen hot sealing compound for expansion joints using grade A sealing comound. 37 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). 38 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. 39 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 40 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. 41 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) 42 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 andproper 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. 43 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 ofjoints 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). 44 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. 45 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 46 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. 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 matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models 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 direction of Engineer-in-Charge. 49 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 50 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal sizestone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishingsmooth etc. all complete as per direction of Engineer-in-charge. 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 ofjoints 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 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. 53 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. 54 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) 55 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) 56 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) 57 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). 58 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) 59 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. 60 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 61 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) 62 Mixing earth and manure in specified proportion or as directed. 63 Rough dressing the trenched ground including breaking the clods. 64 Fine dressing the ground 65 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 66 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 67 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 68 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 69 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. 70 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.All kinds of soil. 71 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 : 4Coarse sand : 8 Stone aggregate 40 mm nominal size) 72 Supplying & Laying ofRubber pad in rolls / or paved at site in thickness 36 mm,EPDM / SBRfloor (30 mm black rubber crumbs + 6 mm EPDM/SBR) with a single compound polythene binder , finished with multiple sprays of 100% solids pigment polythene and EPDM granules etc 73 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)erived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 74 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) 75 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 76 Supplying and Fixing of Four Seater Swing with sparrow outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 77 Supplying and Fixing of Standered Multi seater See Saw outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 78 Supplying and Fixing of Turbo Tower outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 79 Supplying and Fixing ofMonkey Climber outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 80 Supplying and Fixing of Balancing Bridge outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 81 Supplying and Fixing of Four Seater Merry Go Round outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge.Make Compain/ Arihant/ Funplay 82 Supplying and Fixing of7 Ht. FRP Wave Slide outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 83 Supplying and Fixing of Frog Bin - FRP outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 84 Supplying and Fixing ofDuplex Multi Play Fun System - 06 outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 85 Supplying and Fixing of Imperial Bench 4 outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge. Make Compain/ Arihant/ Funplay 86 Supply & Fixingof’ 5mtr long Antique designed pole with cast aluminium/iron base with galvanizedsteel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connectorwith decorative bracket single arm for mounting of 1nos drop down lantern with body made out ofspun aluminium and fitted with poly carbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Architect in charge.(Make - Twinklelite/ wipro/ K Lite) 87 Supplying Testing & Installation of Led Flood Light Luminaire 50WPhilips Make Model - BVP 140 Led 50 CW PSU WH/ Wipro/ Luster etc all complete of direction of engineer in charge. 88 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 89 Supplying Testing & Installation of Garden Spike Light 12W WWMake Philips/ Wipro/ Lusteretc all complete of direction of engineer in charge. 90 Supply and fixing of decorative16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 91 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 92 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. 93 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 brassn nut bolt & spring washer spaced at 50mm) 94 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. 95 6.00 Sqmm 4 Core 96 25.00 Sqmm 3.5 Core 97 70.00 Sqmm 3.5 Core 98 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. 99 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 100 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 101 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. 102 63 mm dia (OD-63 mm & ID-51 mm nominal) 103 90 mm dia (OD-90 mm & ID-76 mm nominal) 104 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 105 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 106 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 107 Cleaning of Weeds (Jalkumbhi) in lake/ ponds by boat manualy very carefully cleaning of surface waterincluding all necessary T&P etc and disposal of unservisible material all complete in direction of engineer in charge.. 108 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. Ditance upto 25 km 109 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 110 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 111 All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 4 but for theLighterbeams i.e. having spans above 6 m. (Using 1:1.5:3 Mix concrete) 112 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. 113 Brick work with class 150 bricks infoundation and plinth in Cement Coarse sand ( 1 Cement : 4 Coarse sand) including supply of all materials, labour, T & P and curing etc. required for proper completion of the work 114 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 115 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 inwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backingand the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing 30 mm thick 116 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 117 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 118 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. 119 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 120 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 121 Supplying & Laying of Geotextile grid 150x150 mm and 150 mm deepth including all necessary T&P all complete in direction of engineer in charge 122 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 123 Centering and Shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 124 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 125 FOUNTAIN 126 FLOATING PLANTS 127 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. 128 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 129 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 130 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 131 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete 132 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. 133 Providing wood work in frames of / Railing / false ceiling, partitionsetc. sawn and fixed in position with necessary stainless steel screws etc. Sal wood 134 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. 135 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with :Second class teak wood 136 French spirit polishing :Two or more coats on new works including a coat of wood filler 137 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 138 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as 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. All kinds of soil 139 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) 140 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 cementcontent, 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 All works upto plinth level 141 As in item 4 above but forslabs 142 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 143 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. 144 RAIN WATER HARVESTING PITS 145 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. 146 All kinds of soil 147 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 148 Cement mortar 1:6 (1 cement : 6 coarse sand) 149 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 150 12 mm cement plaster finished with a floating coat of neat cement of mix : 151 1:4 (1 cement: 4 fine sand) 152 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) : 3 graded stone aggregate 20 mm nominal size). 153 RCC (1cement : 1.5 corase sand :3 stone aggregate) 154 FORM WORK 155 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 156 Suspended floors, roofs, landings, balconies and access platform 157 STEEL REINFORCEMENT 158 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. 159 Hot rolled deformed bars 160 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. 161 All types of soil 162 300mm dia 163 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. 164 150 mm nominal size dia 165 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. 166 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. 167 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 -incharge 168 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. 169 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. 170 150 mm clamp 171 Providing and fixing Bail plug/ Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I). 172 150mm dia 173 Providing, fixing in position of ISI marked UV stabilized UPVC pipesfor venting , 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 (Make : Finalex/ Astral / Ashirwad) 174 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 175 Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved quality 176 Rectangular shape 600x450 mm internal dimensions 177 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, having minimum cross section as 23mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on top surface by ribbing or chequering besides necessary and adequated 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 spaecifications 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. 178 DUSTBIN 179 BENCH 180 SUBMERSIBLE BORINGBoring/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. 181 300 mm dia 182 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. 183 100 mm nominal size dia 184 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. 185 100 mm nominal size dia 186 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. 187 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) 188 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. 189 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 190 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. 191 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. 192 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 193 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 194 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 195 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 196 Supply of 100mm dia Johnson screen. 197 SEPTIC TANK & SOAK PITEarth 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. 198 In all kind of soil 199 In all kind of soil 200 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) 201 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) 202 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) 203 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. 204 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 205 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 206 Providing and fixing S.C.I. Tee 150 mm at the inlet and outlet of septic tank. 207 Providing and fixing soil, waste and vent pipes:75 mm diameter Sand cast iron S&S pipe as per IS: 1729 208 Providing & fixing of 75mm dia Sand cast iron S&S as per IS - 1729 terminal guard. 209 Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee. 210 Providing lead caulked joints to sand cast iron/ cetrifugally cast (squn) irons pipes & fitting of 50 mm dia 211 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 212 Making soak pit 2.5 mtr dia 3.0 mtr depth 213 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 214 TOILET 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. 215 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 216 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) 217 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) 218 As in item 4 above but forslabs (Using 1:1.5:3 Mix concrete) 219 As in item 4 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 220 As in item 4 but for the Footing (Using 1:1.5:3 Mix concrete) 221 As in item 4 but for the Column(Using 1:1.5:3 Mix concrete) 222 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 223 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 224 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. 225 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. 226 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. 227 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 228 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. 229 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 230 Same as in item no.13 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below 231 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 232 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 233 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 234 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 235 125x85x5.5mm(heavy type) 236 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 237 250x10 mm 238 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 239 300x16x5 mm 240 Providing and fixing bright finished brass handles with screws etc. complete. 241 125 mm 242 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 243 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. 244 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. 245 12 mm cement plaster 1:3( 1 cement: 3 coarse sand)finished with a floating coat of near cement 246 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.. 247 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 248 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 249 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. 250 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. 251 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 252 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 253 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 254 French spirit polishing:Two or more coats on works including a coat of wood filler. 255 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 256 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. 257 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 258 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 259 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 260 Cost of Internal Electrification 261 Cost of Internal & External S/W System 262 GUARD ROOMEarth 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 for all lift, as directed by Engineer-incharge.All kinds of soil 263 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) 264 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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) 265 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 de rived from natural sources) 266 Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :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) 267 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 de rived from natural sources) 268 Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :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) 269 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 270 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. 271 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. 272 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-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 classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 275 M-150 brick work in 1:4 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 115mm (4-1/2) thickness. 276 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 277 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 278 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 279 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 280 125x85x5.5mm(heavy type) 281 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 282 250x10 mm 283 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 284 300x16x5 mm 285 Providing and fixing bright finished brass handles with screws etc. complete. 286 125 mm 287 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 288 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 289 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 290 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 291 Add for plaster drip course/groove in plaster the all or in ceiling vertically or horizontally as required. 292 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 293 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 shadeArea of slab over 0.50 sqm 294 Painting & Polishing Work 295 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 296 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 297 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 coats 298 French spirit polishing : Two or more coats on new works including a coat ofwood filler 299 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 300 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. 301 Internal Electrification
