|
| 1 | WATER DISTRIBUTION NETWORK |
| 2 | Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breakinglead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre: |
| 3 | 80 mm Dia Pipe |
| 4 | 150 mm Dia Pipe |
| 5 | Dismantling G.I. pipes (external work) includingexcavation 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 : |
| 6 | 25 mm Dia Pipe |
| 7 | 50 mm Dia Pipe |
| 8 | 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 |
| 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 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes PE-100 PN10 as per IS-4984: 1995 (amended upto date) with anti rodent food graded Material with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6M/12M |
| 12 | 32 mm Dia Pipe |
| 13 | 40 mm Dia Pipe |
| 14 | 50 mm Dia Pipe |
| 15 | 63 mm Dia Pipe |
| 16 | 75 mm Dia Pipe |
| 17 | Providing and laying S&S Centrifugally Cast (Spun) /Ductile Iron Pipes conforming to IS : 8329 : K9-pipes |
| 18 | 100 mm Dia Pipe |
| 19 | 150 mm Dia Pipe |
| 20 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 21 | 100 mm Dia Pipe |
| 22 | 150 mm Dia Pipe |
| 23 | Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 : |
| 24 | 100 mm Dia Pipe |
| 25 | 150 mm Dia Pipe |
| 26 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : |
| 27 | 80 mm Dia Pipe |
| 28 | 100 mm Dia Pipe |
| 29 | 150 mm Dia Pipe |
| 30 | 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 31 | 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) : |
| 32 | 100 mm dia Class I |
| 33 | 150 mm dia Class I |
| 34 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) : |
| 35 | 32 mm Dia Pipe |
| 36 | 40 mm Dia Pipe |
| 37 | 50 mm Dia Pipe |
| 38 | 80 mm Dia Pipe |
| 39 | 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) : 150 mm dia |
| 40 | LUBI make Vertial multistage centrifugal pump Model LCR 90 - 01 having C. I. Base with S S 304 Housing, S S 304 Impellers, S S 316 shaft. Pump with 10 HP 2900 RPM 415 volts, 50 Hz. Ac 3 phase TEFC vertical electric IE2 motor. (CAPACITY: 90 M3/HR @ 20 MTR TOTAL HEAD) |
| 41 | Digital Control panle for 2 x 10 HP Vertical Centrifugal pumpsets. |
| 42 | 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: Single Headed Stainless Steel |
| 43 | UNDER GROUND RESERVOUIR (1300 KL) |
| 44 | 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 |
| 45 | Upto 1.5 Mtr Depth |
| 46 | 1.5 to 3.0 Mtr Depth |
| 47 | 3.0 to 4.5 Mtr Depth |
| 48 | 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. |
| 49 | Disposal ofsurplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as perthe direction of the Engineer-in-charge |
| 50 | 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). |
| 51 | 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-incharge; 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 cementAll works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 53 | Foundations, footings, bases of columns, etc. for mass concrete |
| 54 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 55 | Suspended floors, roofs, landings, balconies and access platform etc. |
| 56 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 57 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 58 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 59 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) |
| 60 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage |
| 61 | For vertical surface two coats @ 0.70 kg per sqm |
| 62 | For horizontal surface one coat @1.10 kg per sqm |
| 63 | Providing and applying of swellable type water stop tape, 19mm x25mm thick in linear meter (expansive nature) for construction jointstreatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining wallsetc.. After cleaning the surface, one coat of required primer forswellable water stop tape shall be applied throughout the length ofthe joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall becarried out all complete as per specification and the direction of theEngineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 64 | Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test andchemical 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. |
| 65 | Providing and fixing 500mm dia C.I. Precast Concrete Manhole cover with frame over UGR including cost, conveyance, of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge. |
| 66 | Finishing walls with Acrylic Smooth exterior paint of required shade ew 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) |
| 67 | Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729. |
| 68 | PUMP ROOM |
| 69 | EXCAVATION AND FILLING |
| 70 | 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 |
| 71 | 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. |
| 72 | Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. |
| 73 | ANTI-TERMITE TREATMENT |
| 74 | Treatment of soil under using chemical emulsion @ 0.5 litre per sqm, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 75 | BRICK SOLING |
| 76 | Brick Soling: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 77 | PLAIN CEMENT CONCRETE |
| 78 | Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge. |
| 79 | PLINTH PROTECTION |
| 80 | 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. |
| 81 | REINFORCED CEMENT CONCRETE |
| 82 | 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 levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 83 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 84 | REINFORCEMENT |
| 85 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 86 | 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. |
| 87 | CENTERING AND SHUTTERING |
| 88 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 89 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform etc. |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 92 | BRICKWORK |
| 93 | 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). |
| 94 | 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) |
| 95 | 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) |
| 96 | PLASTER |
| 97 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 98 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 99 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 100 | PUTTY & PAINT |
| 101 | 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. |
| 102 | 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 manufacturer\"s specification:Two or more coats on new work. |
| 103 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 104 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 105 | FLOOR AND WALL TILES |
| 106 | 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. Size of Tile 600x600 mm |
| 107 | Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.Marble tiles (polished) Raj Nagar.8 mm thick. |
| 108 | DOOR AND WINDOW |
| 109 | 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 |
| 110 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps 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, including drilling of holes for fixing hardware 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 pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge.Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineerin-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed > 45 m/sec as per IS 875 -Part 3(ii) Sites with structure height more than 20m for al lwind speeds.Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m) |
| 111 | Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 meter) |
| 112 | STEEL |
| 113 | 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. |
| 114 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 115 | 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. |
| 116 | WATER PROOFING |
| 117 | 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. |
| 118 | MISCELLANEOUS ITEMS |
| 119 | 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 andPVC sleeves etc., wherever necessary complete :20 mm dia |
| 120 | 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. |
| 121 | PUMP ROOM ELECTRICAL |
| 122 | Internal Wiring |
| 123 | Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigidPVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. |
| 124 | Single light point controlled by one 6A switch |
| 125 | Ceiling Fan Point |
| 126 | 6A Socket & switch on existing Switch board |
| 127 | Supply, delivery, installation & testing of suitable size Separate metallic concealedbox with modular plate and cover in front on surface including following type plug boards with interconnections and making good the damages caused complete as required and as per direction of Engineer-in-charge. |
| 128 | Supplying and fixing3 pin, 6 amp ceiling rose includingconnections etc. as required, as per drawing and as per the direction of Engineer in charge |
| 129 | Supplying and fixing 6/16A modular socket with 16A Switch on modular plate & switch box including connections etc. as required. as per the direction of E.I.C. |
| 130 | Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed inceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. |
| 131 | 2 numbers single core 1.5 sqmm copper wire for phase & neutral and 1 number single core 1.5 sqmm copper wire for earth continuity conductor.( for point wiring beyond 5mtrs long & 6A Switch Socket (Sep. board )& 2nos 6A Switch Socket(Sep. board ) |
| 132 | 2 numbers single core 2.5 sqmm copper wire for phase & neutral and 1 number single core 2.5 sqmm copper wire for earth continuity conductor. |
| 133 | 2 numbers single core 4.0 sqmm copper wire for phase & neutral and 1 number single core 4.0 sqmm copper wire for earth continuity conductor. |
| 134 | Supplying and fixing suitable size metallic concealedbox with modular plate and cover in front on surface or in recess, including providng and fixing 1 no.Stepped type Modular Fan regulator (2 module), connections etc. as required. as per drawing and as per the direction of Engineer in charge |
| 135 | Installation of Fittings & Fixtures |
| 136 | Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge |
| 137 | 40 Watt LED Tube Light |
| 138 | Supply, installation, testing and commissioning of ceiling fan & exhaust Fanincluding wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, .as required, as per drawing and as per the direction of Engineer in charge |
| 139 | 1200 mm sweep |
| 140 | 300 mm Heavy Duty Exhaust fan |
| 141 | Supply, delivery, installation, testing & commissioning of L.T. indoor wall mounted double door type distribution boards of original factory made enclosures of the same brand as the MCB conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge. |
| 142 | BDB (4way(8+12)TPN DB)(IP-43 IK 09 with Metalic Door) |
| 143 | Supply, delivery, installation, testing & commissioning following rating, four pole, (three phase and neutral), 415 volts, Residual current operated Circuit Breaker with Overcurrent protection\" (RCBB), in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge |
| 144 | 25A |
| 145 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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. |
| 146 | 5 amps to 32 SP MCB 10KA \"C\" |
| 147 | Supply & Fixing of following sizes ofHeavy Mechanical Strees class PVC conduit along with accessories in recess including cutting the wall and making good the same in case of recessed conduit as required , as required and as per direction of Engineer-in-charge. |
| 148 | 25mm |
| 149 | 20mm |
| 150 | MCCPanel (Motor Centre Control Panel )Supply ,Unloading, Storing,Shifting,Installation,testing & commissioning of indoor floor mounted type panel board made out of 2mm thick CR sheet duly acidic treated for derusting ,primer and painted with epoxy paint,dust,damp & vermin proved having hinged door with provision of cable entry ,earthing studs as per specification mention below duly factorywired conforming to the relevent ISS and as per special condition of contract,Incommer:-63A ,4P,MCCB,25KA with adjustable thermal setting,Earth Fault,Overload ,Short Circuit,Under Voltage ,Bus Bar ,4 nos 63A,AL ,Insturment :-1 Set of 0-500Volt Digital Voltmeter with in builtselector switch ,1 Set of LED Type phase indication lamp with Control Fuse ,Out Going :-2 nos of 32A ,4P,MCCB,25KAwith adjustable thermal setting,Earth Fault,Overload ,Short Circuit,Under Voltage ,2 nos of DOL Starter ,415V,50HZ for 10HP Motor |
| 151 | 3.5C x 25SQMM |
| 152 | Supply of3.5C x 25 SQMM PVC insulated & PVC sheathed/XLPE cable , armoured aluminium conductor power cable of 1100 volt grade as per direction of Engineer-in-charge. Make :- KEI/HAVELLS/RR KABLE/FINOLEX/POLYCAB |
| 153 | Laying of one number3.5C x 25SQMM PVC insulated and PVC sheathed/XLPE power cable of 1100 volt grade of following size on the cableTray as required etc. |
| 154 | Laying of one number 3.5C x 25SQMM PVC insulated and PVC sheathed/XLPE power cable of 1100 volt grade of following size in existing cable trench as required etc. |
| 155 | 3.5C x 35SQMM |
| 156 | Supply of3.5C x 35 SQMM PVC insulated & PVC sheathed/XLPE cable , armoured aluminium conductor power cable of 1100 volt grade as per direction of Engineer-in-charge. Make :- KEI/HAVELLS/RR KABLE/FINOLEX/POLYCAB |
| 157 | Laying of one number3.5C x 35SQMM PVC insulated and PVC sheathed/XLPE power cable of 1100 volt grade of following size on the cableTray as required etc. |
| 158 | Laying of one number 3.5C x 35SQMM PVC insulated and PVC sheathed/XLPE power cable of 1100 volt grade of following size in existing cable trench as required etc. |
| 159 | Supplying & making end termination with Double Compression Flame Proof Type Brass CableGland and aluminium lugs for following size of PVC insulated and PVC sheathed /XLPE aluminium conductor cable of 1.1KV grade as required. Make:-Jaison,Comet, Dowells, Raychem |
| 160 | 3.5 coreX 25 sqmm |
| 161 | 3.5 coreX 35 sqmm |
| 162 | TUBE WELL |
| 163 | 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 levelAll Type of Soil300 mm Dia. |
| 164 | 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 thype of Soil 300 mm Dia |
| 165 | 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.150 mm Nominal Size Dia. |
| 166 | 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.150 mm Nominal Dia. |
| 167 | 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. |
| 168 | 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. |
| 169 | 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 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 170 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB Distribution board, 415V, 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 |
| 171 | Supplying and fixing following rating, four pole (3 phase and neutral), 415 V,Residual current circuit breaker (RCCB), having a sensitivity current 30mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A |
| 172 | POLYCAB PVC/Xipe Insulated and PVC Sheated Industrial 3 core flat Submersible cable with Bare Bunched copper Conductor for Submersible pump motors with Voltage grade 1100 V as per IS:694/2010, 4 sq mm/EQUIVALENT |
| 173 | PUMP FOR TUBE WELL, HEAD - 150M, DIACHARGE - 0.5 CUM/HR, SUBMERSIBLE PUMP, Including Transportation |
